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HomeMy WebLinkAbout40641-Z o�su eco TOWN OF SOUTHOLD BUILDING DEPARTMENT y a 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#: 40641 Date: 4/22/2016 Permission is hereby granted to: Serling, Robert 104 Roxen Rd Rockville Centre, NY 11570 To: construct additions and alterations to an existing single family dwelling as applied for per Trustee approval. 9/28/16 - Amended for complete demolition following structure fire. i At premises located at: 3575 Wells Rd, Peconic �a�c�l'� f� Y �� �Sge& J/S)(p SCTM # 473889 d we1)i n Sec/Block/Lot# 86.-2-10 Pursuant to application dated 4/18/2016 and approved by the Building Inspector. To expire on 10/22/2017. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $783.60 CO - G $50.00 Tot $833.60 Building 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 I% 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$15.00 Date. New Construction: Old or Pre-existing Building: ✓ (check one) Location of Property: 13 64Z Z F,;' 0 - P15cpN(,G House No. Street Hamlet Owner or Owners of Property: 908af--T 8F9 L-t"4�;_ - Suffolk County Tax Map No 1000, Section S(cP Block 0 �2_ Lot I'D Subdivision Filed Map. Lot: Permit No. 80&61// Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: .V/ (check one) Fee Submitted:$ 0 applicant Signature l �o��OF SO//T�olo - ��'y00UMY,0c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION '- [ FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING RE ARKS: - DATE �/3� �� INSPECTOR- -1 l fjF S0�j cDUNiY,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]�FNDATION 1ST [ ] ROUGH PLUMBING [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Oli o3 /r -G� DATE INSPECTOR r3f s 0 cou TOWN OF'SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I FOUNDATION IST ROUGH PLUMBING =DATION N; INSULATION FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: DATE -/X ry INSPECTOR 1311-0611I • _._.�..��► �� �"'"''r"�'� it'd'. '�.�.. �-�'� • 1 • ����.�� �/� � ��i ;ar.�l�_L-tel � /� ��l M i / r�f� . � . . SI • 1: I a. OI - PRE i r n • 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 Planning Board approval FAX: (631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. vv l Check Septic Form N.Y.S.D.E.C. Trustees' C.O.Application Flood Permit Examined ' '20 Single&Separate ' Storm-Water Assessment Form tact: _ Approved ,20 Mail to: jo&r'l C"M8P?J_ Disapproved a/c Phone: Expiration f �� D D Building Ins ctor- APR 18 .20,16 APPLICATION FOR BUILDING PERMIT BUMDdNGDEM Date &Pez'lL:' (� , 20 l� TOWN OF 5OUTHOLD - INSTRUC.TIONS a. This application MUST'be completely filled in by typewriter or in ink and submitted-to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings;on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what'so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall'expire if the work authorized has not,commenced within 12 months after the date of :,issuance or has not been completed within 19 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. S gnature,of applicant or name,if a corporation) o OTH16 LIP (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ?\C) (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer a (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: 3515 WEA fZo ' 70c6611 L Q_ House Number -Street ", Hamlet Y 71T County Tax Map No. 1000 Section Block `` . f.2" '' 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 $ ( 1`1 GA E;- F-A-m/Ly QZ fGS C DerJ CE b. Intended use and occupancy Ff1CM t V-( 1 o Ee'1 C-C 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition_ Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units l Number of dwelling units on each floor t If garage, number of cars N 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N k 7. Dimensions of ex�sting`�structures, if any: Front J`3• S Rear5-315- .�3•S Depth Z-4��� Height —�( Number of•Stories_ ( _ , Dimensions of same structure with alterations or additions: Front e .8 REar �j # Depth '0 Height ----" _3Q"- ID"' Number kf,S- tories 8.' Dimensions of entire new construction:Front (e• 3 Rear �• 4 Z1 DepthIN Height I-O I• Number of Stories�� 9. Size of lot: Front Z C SA' Rear � 2 i -O '¢ Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO ✓ &0BoQ.rt35-7s wea.s go 51(0--357- A5j2 14.Names of Owner of premises cSoe,?Z 1N G• Address Phone No. Name of Architect CVNARIZS —fWOMA6 Address Phone No 03 Name of Contractor Address ��ac u�� Phone No. 15 a. Is this"property within 100 feet of a tidal wetland or a freshwater wetland? *YES V/ NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet'of a tidal wetland? * YESV NO * IF YES, D.E'.C. PERMITS MAY BE REQUIRED. &T1-kC+0D0 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 Ik 0Aa�) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is thef��N� (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the beast of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this I a-rte day of i e 2016 ftjf-A- TR CEY L. DWYEB Notary Puioc NOTARY PUBLIC,STATE OF NEW YORK S jgnature of Applicant NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2AM A_ I- 0T N" 7 ,P"f"i Q,W* ,T N f BOARD OF SOUTHOLD TOWN TRUSTEES t SOUTHOLD,NEW YORK + y"ny ; , PERMIT NO. 8748 DATE: MARCH 23,2016 ISSUED TO: ROBERT SERLING PROPERTY ADDRESS: 3575 WELLS ROAD,PECONIC A SCTM# 1000-86-2-10 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on March 23,2016 and in consideration of application fee in the sum of$250.00 paid by Robert Serling and subject to the Terms and T 71'ILR"'i�'� Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to add a two-story addition onto the existing 886s ft. one-story dwelling by removing the existing 323sq.ft. deck; construct a 708sq.ft.first floor footprint area; a 240sq.ft.attached garage; a 282sq.ft.seaward porch including screened porch; second story addition to include a 236sq.ft. balcony; and the existing I I A� waterside 16.6'x12l on-grade masonry patio to remain; with the condition that if showers or toilets are ever proposed for the existing shed permits must be applied for; and as depicted on the survey prepared by Peconic Surveyors,P.C., last dated June 15, T 2015, and stamped approved on March 23,2016. P R, IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. �'7 7 0o C4 ae oo 41, iq J 4"" Wass 64 7—Z' —'z 17 rls" . WE Z.,I N--g-p- V �%01.vtll t John M.Bredemeyer III,President so �® Town Hall Annex Michael J.Domino,Vice-President �® �® 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski G ® Telephone(631) 765-1892 Charles J.Sanders `r0 a Fax(631) 765-6641 l�C4UNTl,�� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD September 21, 2016 Robert Serling 3575 Wells Road Peconic, NY 11958 RE: 3575 WELLS ROAD, PECONIC SCTM#: 1000-86-2-10 Dear Mr. Serling: The following action was taken by the Southold Town Board of Trustees at their-Regular Meeting-held on Wednesday, September 21, 2016: RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#8748 to demolish and remove the remains of the fire damaged dwelling and foundation; and to install and maintain security fencing around the fire damaged area; and as depicted on the survey prepared by Peconic Surveyors, P.C., last dated April 7, 2016, and stamped approved on September 21, 2016. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, - John M. Bredemeyer III President, Board of Trustees JMB/dd PSEG Long Island Building&Renovation Services 15 Park Drive Melville,NY 11747 ` PSEG SONG LAND 1P make 114i-pigs uumk foryort. 19CIROVIRSeptember 21, 2016 � D Mr. Robert Serling SEP 2 7 2016 104 Roxen Road Rockville-Centre, NY 11570 BU1LDjNG DEPT. Re: Electric Demolition Request TOWN OFSOUTHOLD 3575 WELLS ROAD, PECONIC,NEW YORK PSEG Notification#900000035843 Dear Mr. Serling: This is to advise you that the PSEG-LI electric facilities at the above referenced location have been disconnected and removed off the building structure that is located on the property. Please note that there may still be PSEG LI facilities located within the property boundaries and that NYS law (NYCRR Part 753) requires all contractors to call for a utility locate (NY 811) prior to performing any ground excavation or regrade activity. The call to the 811 Call Center must be done at least 2 business days prior to the start of the work and confirmation of utility marks having been identified must be received from all the facility owners prior to any site work. You must also contact National Grid at 516-545-4973 to procure a letter of demolition associated with natural gas service, whether or not your home or business uses natural gas. If you have any questions regarding the above, please contact Building 8v Renovation Services at 1-844-341-6378 or via email at BRSLI@PSEG.com. Very truly yours �Ca�rolynackin Manager Building & Renovation Services PSEG-LI CM/am 4060 Sunrise Highway, Oakdale, New York 11769-0901 ® (ECRU'VlED SEP 2 0 2016 September 12,2016 BUILDING DEPT. TOWN OF SOUTHOLD robs@gmstamptin.com&rserls@hotmail.com RE: 3575'WELLS RD, PECONIC To Whom It May Concern: On August S, 2016 our representative confirmed that the water services were physically disconnected at the above referenced location. Please advise your contractor that care should be taken not to damage the existing vault and /or curb box, as the cost of any repairs would be billed to the premise and no service initiated until the balance is paid. Sincerely, Lisa Cetta Manager LC/db PANZNER DEMO & ABATEMENT CORP. Demolition Contractors 55 SAXON AVENUE, BAY SNORE NEW YORK 11706 (631) 581-4151 (FAX) 581-4163 August 25,2016 Alan Schaefer P.O.Box 221 Islip NY, 11751 (631)416-2822 Attention:Alan Email: aschaefer(o-)pureinsurance.com RE: PROPOSAL 3575 Wells Road Peconic NY 11958 Dear Alan: Panner Demo&Abatement Corp. (PD&A)is pleased to present this proposal of the misc. demolition and the removal of debris at the above-referenced property. SCOPE OF WORK AND COST ESTIMATE PD&A will provide all the skilled labor with supervision, tools, equipment and materials necessary to perform the work described below. All demolition debris will be removed and legally disposed of. The site will be left neat. PD&A will perform the work in a professional and timely manner. PD&A provides Workman's Compensation and Disability Insurance. WORK TO DE PERFORMED Panner Demo&Abatement Corp.will demolish,remove and legally dispose of all of the following: DEMOLITION Obtain asbestos survey. $2,000 Obtain demolition permit with related fees. $1,500 Perform water disconnect(gas/electric disconnects to be provided by Owner). $1,500 House Demolition Demolish and remove 1-2 story fire damaged house with basement approx.2,600 SF. Demolish and remove foundation with basement. Grade hole safe,no imported fill. Remove a 275 gallon above-ground tank. Pump out any remaining fuel and legally dispose of. Cut open and remove any remaining sludge and legally dispose of. Legally dispose of empty 275 gallon oil tank. Site Demolition Grade hole safe,no imported fill. $24,500 CONTRACT AMOUNT: $29,500 PANZNER DEMO & ABATEMENT CORP. Exclusions: Gas and electric disconnects. Imported fill. Asbestos removal,if any. Shed demolition. TERMS &INSURANCE PD&A provides General Liability and Umbrella coverage with A +rated insurance carriers. The Liability reflects a$1,000,000 limit, with an Umbrella limit of$5,000,000. PD&A will hereby furnish all materials and labor for the above scope of work for a total sum of$29,500 (Twenty Nine Thousand Five Hundred Dollars). Payment terms: Payment in full upon completion of contract. Should you agree with the scope of work, cost estimate and terms,please authorize this proposal by signing and returning it to our office. If you have any questions regarding this proposal, please feel free to contact our office. Very truly yours, Todd Panzaer CEO The above prices,scope of work and conditions are satisfactory and hereby accepted. You are authorized to do the work specified. Payment will be in full upon completion of this project., Authorized Signature Date CM:sp � Llrc7,!a. ST(0)][�N[WAT]EIK Scott A. Russell � SUPERVISOR n NIAN A(G IE�JUENT SOUTHOLD TOWN HALL-P.O.Box 1179 O .S Town of Sou th o l d 53095 Main Road-SOUTHOLD,NEW YORK 11971 CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) - DOES THIS ]PROJECT INVOLVE ANY of THE FOLLOWING: (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. ❑q B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area_ ❑ C_ Site preparation on slopes which exceed 10 feet vertical rise to 1 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ON E. Site preparation within the one-hundred-year floodplain as depicted "on FIRM--Mag"of-any- watercourse-- El(L F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a-Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces_ If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent"Contractor,Other) S.C.T.M. #: p00i0 Date: NAME- �G-e�rt — X0&1 CWAfa ,P,.„i Section Block Lot r• I;,�G DEPA TEs:, T Contact Information. � r 7iyiww-bnx Reviewed By — — -- — — — — — -- — — — — — — — — — Date �� Property Address / Local Ion of Const)uct Ion Work — — — — — — — — — — — — — — — — Approved for proce»tng Building Permit �n— �,, r� / Stormwater Nlanagement Control Plan Not Required T' 6l./�mil C_ _— _—_ Stormwa(er Nlanagement Conitol Plan ,�Required — (For"and to Enginer-ring Department for Review) FORM n SMC P- Tns tit N Y 201.1 Town Hall AnnexTelephone(631)765-1802 54375 Main Road (6313 765- 5 2 P.O.Box 1179 G Q roger.richertO`wn.southo9d.nv.us I Southold,NY 11971-0959 l BUaDING DEPARTMENT TOWN OF SOUMOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY- Date: Company Name: Name: t License No.: Address- Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: (3-0 , �'EGory t C *Cross Street: *Phone No.: Permit No.: Tax-Map District: 1000 Section:`_,6 Block: Z Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) �2_ S-tb f: f yip l T-t ON (Please Circle All That Apply) *Is job ready for inspection: YES/ NO. Rough In Final *Do-you need a Temp Certificate: YES/ NO Temp Information(If needed) *Service Size: 1 Phase 313hase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82z-Request for Inspection Form i I Ilk Town Hall Annex Telephone(631-1802 54375 Main Road 3 Fax(631) 734-9502 P. O. Box 1179 N ? t Southold, NY 11971-0959 4 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: • (� - �i6 Owner: FW aeT Se(ZC•(.N G Location of Propert (N DLL's Ro . �Iff--Ce N Cc Please take notice that the (check applicable line): New residential structure Addition to existing residential structure Rehabilitation to an existing residential structure -- to be constructed or performed at the subject property reference above will utilize (check applicable line): r Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): ✓, Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submit Uinthis form): ' 0'OAYJ -C L-rAUm e�S Capacity(check applicable line): Owner Owner representative TrussResReg15.docx Effective 1/1/2015 6" DIAMETER - REFLECTIVE RED ROMAN ALPHANUMERIC - - -- --PANTON-€---- -- -_ _ _,-- r_--_ _.__-- -- ---__DESI%N7�T iON-OF-CONSTRUCfiiON__ --- (PMS) 9987 TYPE BASED ON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE T _ 2" MIN. REFLECTIVE WHITE -1" 4 112" STROKE _._.._...--- --- ---------.... -DESIGN-AIION••FORSMUCi U12At --- COMPONENTS THAT`-ARE•OF TRUSS CONSTRUCTION "F" FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS, "R" ROOF FRAMING "FR" FLOOR AND ROOF FRAMING 1 RU'SS IDE V 1 If9cNla V SIGN COWLIANCE WITH 19 W.MR PART 1265al et rnrmSrvE cooEs a:vtslarl EMPLE TRUSS IDENTIROVION SIGN DATE.008(2005 NEW YORK NATE DEPARTMENT OF STATE f a' DIVISION OF CODE ENFORCEMENT V AND ADIVIINISTRATION "�• .. - - - �t 'M .�.4;•. � :� -� i .TD'S - 4k - - 44 _ 'r'•� • •t�C�-'— + ��"�yj,{". -`x ?��.r - Jai'•",. .:....- t. s Mme^^ _ p - •t �'. r _ � I+ /1'� '_'' - AAC� a. L ;MIS Al 14A 14 m r,•s ms's s _ile. �> ti * �_ ,ylµ » , _ � ��, fir' '�-a+�" '� err •.f `r`` ~,� '�►�' - _ �.. fir. , d - •� > i " a 7. 1 At . -08 / 1 ] 12016 10 : 16 rAimll- t , T1 F q .L (ys r ., lk. ;�'+� � ,► �, r.> , .,,�� � -'rte �,'_ � 08 / 11 2016 10 : 16 RAIN RUNOFF CALCULATIONS a p EXISTING HOUSE —894 SQ. FT. N N= PROPOSED ADDITION —990 SQ. FT. TOTAL-1884 SQ. FT. SURVEY OF PROPERTY I� M PROVIDEO2 DW's,-8 0 X 4'2 //DEEP 2-7 6 VF A T PECONIC Ss . TO WN OF SO UTHOLD SUFFOLK COUNTY, N. Y. ybSF' 1000-86-02-10 M. R SCALE. 1'-20' 47 °<� E T FEBRUARY 11, 2014 9 �O '�%�\ G' SL+y AUG. 28, 2014 (PROPOSED ADDI710N) GJ Jp� o Up�F JUNE 15, 2015 (REVISIONS) • Q CO. h �RHfAp °��\ " \ R APRIL 7, 2016 (REVISIONS) SPvT R GRAVEL QZ P rFhs�B, h cl :. o �Q n�cJ yro• pJ 1' O C2 h40 am, �J 4lic O °OCy f /0 00' UL /7 4V O. ry Qac°? LOT COVERAGE RR�p3 ` `o* EXISTING 894 SQ. FT. o� ?20. N. PROP. ADDITION 990 SQ.FT. '� TOTAL 1884 SQ.FT. ` 6���� ti Q4 , AT COMPLETION OF CONSTRUCTION 1884/16419=11.57. X = STAKE J� F j 00 �J . A = WETLANDS FLAG EDGE OF WETLANDS, AHWM & ALWM BY JMO F °Rpo¢3• ENVIRONMENTAL CONSULTANTS *TIDAL WETLANDS STAKED 3/16/2015 FATS � ,ryry �OF NE141 FIELD WORK WAS COMPLETED WITH 8" OF SNOW c .� ry � O N. °a �.�,9E o COVER. WALKWAYS NOT SHOWN HEREIN. yG.o �' ^O O Q � e ELEVATIONS REFERENCED TO N.A.V.D. 1988 `�'Q �ry G'�' f -� , FLOOD ZONE FROM FLOOD INSURANCE RATE MAP MAP NUMBER 36103CO162H SEPTEMBER 25 2009 rY ' NO. 49618 ANY ALTERATION OR ADD177ON TO THIS SURVEY IS A VIOLA77ON o o`' P C OF SEC77ON 7209OF 7HE NEW YORK STATE EDUCA77ON LAW. EXCEPT AS PER.SEC77ON 7209—SUBDIVISION 2. ALL CERnFICA71ONS AREA=16,419 SO. F. ° '�;��-yF s° �,ys (63 FAX (631) 765-1797 HEREON ARE VALID FOR 7N/S MAP AND COPIES THEREOF ONLY IF �O 'SAO P.O. 61 09 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR TO TIE LINE y�� 1230 TRAVELER STREET 14-002 WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 REScheck Software Version 4.6.2 Compliance Certificate Project Serling Residence Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 3573 Wells Road Robert Serling Charles Thomas Peconic, NY Charles Thomas R.A. PO Box 877 Jamesport, NY 11947 631 727 7993 cdthomas63@aol.com Compliance. 6.3%Better Than Code Maximum UA: 352 Your UA. 330 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. Assembly or U-Factor UA Floor 1:All-Wood JoistfFruss:Over Unconditioned Space 673 19.0 0.0 0.047 32 Wall 1:Wood Frame, 16"D.C. 1,134 15.0 0.0 0.077 68 Window 1: Wood Frame:Double Pane with Low-E 235 0.320 75 Door 1:Solid 18 0.320 6 Wall 2:Wood Frame, 16" D.C. 1,032 15.0 0.0 0.077 64 Window 2:Wood Frame:Double Pane with Low-E 195 0.320 62 Ceiling 1: Flat Ceiling or Scissor Truss 774 38.0 0.0 0.030 23 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 buil ' has been signed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version .6. and to c m y with the mandatory requir ments listed in the PYEScheck Inspection Checl list, c itle ignature .,r�:��','y �;L-, 50e r iy; Report date: 04/15/16 Project Title: Serling Residence '�` Ir ':�`�� Data filename: C:\Users\Fred\Documents\REScheck\serling.rck Page 1 of 6 REScheck Software Version 4.6.2 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section Plas'Verified Field Verified' # Pre-Inspection/Plan Review nValue 'Value Complies? Comm- 'ts/Assumptions; & Req.ID 103.2 ;Construction drawings and ❑Complies [PR1]1 !documentation sufficiently " ❑Does Not raj :demonstrates energy code ❑Not Observable compliance for the building envelope. a� . ; ❑Not Applicable 103.2, j Construction drawings and ; . ❑Complies 403.7 :documentation sufficiently ❑Does Not [PR3]1 !demonstrates energy code ; (p� ;compliance for lighting and ❑Not Observable !mechanical systems.Systems ❑Not Applicable ;serving multiple dwelling units must demonstrate compliance with the commercial code. j 403.6 ' RHeating and cooling equipment is; Heating: ; Heating: ;❑Complies [PR2]? sized per ACCA Manual S based ! Btu/hr ! Btu/hr ❑Does Not son loads per ACCA Manual]or ! Cooling: Cooling: ;ONot Observable other approved methods..` Btu/hr Btu/hr ;,❑Not Applicable , ! Additional Comments/Assumptions: 11 High Impact(Tier 1) '2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Serling Residence Report date: 04/15/16 Data filename: C:\Users\Fred\Documents\REScheck\serling.rck Page 2 of 6 Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID , 303.2.1--, Exposed foundation insulation ;❑Complies ; [FO1112- iprotection. ;❑Does Not l� ;❑Not Observable j ;❑Not Applicable 403.8 'Snow melt controls. ;❑Complies ; [FO12]2 i ;❑Does Not ,❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) "2 1 Medium Impact(Tier 2) 3: Low Impact(Tier 3) Project Title: Serling Residence Report date: 04/15/16 Data filename: C:\Users\Fred\Documents\REScheck\serling.rck Page 3 of 6 Section ' Plaris•Verified Field Verified # :Framing/Rough4n Inspection Complies? Comments/Assumptions & Req.ID Value Value 402.4.4 ;Fenestration that is not site built ❑Complies [FR20]1 :is listed and labeled as meeting ❑Does Not !AAMA/WDMA/CSA 101/I.S.2/A440 40) or has infiltration rates per NFRC ❑Not Observable ; 400 that do not exceed code ❑Not Applicable {limits. 402.4.5,.,: IC-rated recessed lighting fixtures ❑Complies [FR16]?. ; isealed at housing/interior finish ❑Does Not ,'and labeled to indicate Mt;=2.0 ❑Not Observable Z-AI cfm leakage at 75 Pa. ; ' , ❑Not Applicable ; 403.2.2 !All joints and seams of air ducts, ❑Complies [FR13]1 lair handlers,filter boxes,and []Does Not Ubuilding cavities used as return ! ' I ducts are sealed. ❑Not Observable ❑Not Applicable 403.2.3-,. ;Building cavities are not used as ❑Complies [171115]3" - ducts or plenums. e t ❑Does Not J ❑Not Observable ❑Not Applicable 403.3 {HVAC piping conveying fluids R- R- {❑Complies [FR17]2 • •i above 105°F or chilled fluids i { {❑Does Not below 55°F are insulated to R-3. U { I❑Not Observable ❑Not Applicable 403.4 ;Circulating service hot water R- R- ;❑Complies [FR18]2 "'•`p pipes are insulated to R-2. ;❑Does Not { i ;❑Not Observable ; {{i ;❑Not Applicable 403.5 Automatic or gravity dampers are ❑Complies [FRlg]2 installed on all outdoor air f []Does Not intakes and exhausts. '_ , ° ' ❑Not Observable ' sa []Not Applicable Additional Comments/Assumptions: 1 IHigh Impact(Tier 1) �2. Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Serling Residence Report date: 04/15/16 Data filename: C:\Users\Fred\Documents\REScheck\serling.rck Page 4 of 6 1 Section # Insulation.lnspection Complies? Comments/Assumptions &•Req.ID' 303..1 ;All installed insulation labeled or ;❑Complies [IN13]2 installed R-values provided. ;❑Does Not ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Serling Residence Report date: 04/15/16 Data filename: C:\Users\Fred\Documents\REScheck\serling.rck Page 5 of 6 Section Plans Verified;.. 'Field°Verified " ;~ #` Finaldnspection Provisions• Complies? Comments/Assumptions = Value. Va'lue _ &,Req.I D " 402.4.2, ;Building envelope tightness ; ACH 50 = ; ACH 50 = ;❑Complies ; 402.4.2.1 verified by blower door test result; PDoes Not [FI17]1 ;of&lt;7 ACH at 50 Pa.This ❑Nat Observable requirement may instead be met Ivia visual inspection,in which ; ;❑Not Applicable case verification may need to :occur during Insulation ; ; ; Inspection. 403.2.2 E Duct tightness via post- cfm ; cfm ;❑complies ; [FI4]1 construction with maximum :❑Does Not leakage of 8 cfm to outdoors,or ' 12 cfm across systems.For ;❑Not Observable ; rough-in tests,verification may ; ;❑Not Applicable need to occur during Framing Inspection,with maximum I leakage of 6 cfm across systems and 4 cfm without air handler. 403.1`.1-' -�<,;Programmable thermostats 3 J❑Complies [FI91? installed on forced air furnaces. I ❑Does Not ❑Not Observable 6 ) ❑Not Applicable 403:1,2-; ,Heat pump thermostat installed °'. ❑Complies [FI10]z; ­-,,—Ion heat pumps. []Does Not s. g• # ; - j❑Not Observable "# ❑Not Applicable ; 403.4 :,{Circulating service hot water "I ' ❑Complies ; [FI11•j2_'` Isystems have automatic or E []Does Not `l accessible manual controls. ; ❑Not Observable , 'r ❑Not Applicable ' 401:3`' °.,J Compliance certificate posted. ; , _ ❑Complies ; DDoes Not ; ❑Not Observable A A t ;❑Not Applicable .B: A 303.3'x; ' ;Manufacturer manuals for ❑Complies [FIA11, :mechanical and water heating t - ❑Does Not ,equipment have been provided. _ ] ; lir _ i❑Not Observable ;; „ • R❑Not Applicable ; Additional Comments/Assumptions: 11 High Impact(Tier 1) 2'' Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Serling Residence Report date: 04/15/16 Data filename: C:\Users\Fred\Documents\REScheck\serling.rck Page 6 of 6 TRUSS PLACARDING REQUIRM r 7:, "" "OTED 1126� Dj'TEC'.P.1 / L 1111111 !-172 VAM 'T"') 4 Plvl FOR, THE ^F10H1—FEC,--r C",rine': � ';I J III 0,U":D 10DIN - FOR, P(-')','RTD CONCRiFTIE 2. ROUG-1 - FRAM;"11'G & PLUMIR!',110 REVISIONS D E S C R I P T 1 0 N I I I I A j $HILEI R0QFI 12 3. INSULATION 8 4. FINAL - CO,*'STRIJCTICN MIUST 9/8/14 DE C P[..P T FOR C '-) 10/8/14 ALL CONSTRILIC"TION SP, Ll- I'vIEET THE REQUIREM77ITO OF TRE( ODES Or- YORK 4/14/16 PERMIT DWGS DESIGN OR CONST RUC I iON ERROR& 8'-0" PLATE HEIGHT I rr LL�i—J 6'-8" T.O. WINDOWS riliv;aY OR -UL UNLAVi' PROPOSED LAYOVER REVERSE GABLE it Vv'rTHOUT CERTIFICATE MATCH EXISTING RIDGE HT 12" GABLE END PROJECTION EXISTING ROOF STRUCTURE OF OCCUPANCY TO REMAIN EXISTING ROOF STRUCTURE / ® dAh fir Hithiii 6AAC-10, I TO REMAIN J--i CEDAR SHINGLES I T.O. SECOND FLOOR UME NG o ER CERTIFICATION 9'-0" PLATE HT. TENT BEFORE t t. 8'-0" PLATE HT. 7T­CEDAR SHINGLE :if � GARAGE PLATE HT. C TIFIGATE OF OGCURAI`1CY "TIONS OF R USED 7'-0" T.O. WINDOWSSOLD _. ED IN WATER 6'-8" T.O. WINDOWS CEDAR SHINGLE -I-ImiIiI 'UFPL Y SYSTEM CANNOT ® ® Ty'v I XCEE'D 2110 OF 1% LEAD. A"D L XISTINC EI 20'-6 LP, PLUMBING ALL PLUMBING WASTE VY,TER LIN7c ;'F CEDAR SHINGLE SIDING E GOVE"I" .A 7'Ec�I �k C';I T.O. FIRST FLOOR 80 F T.O. FIRST FLOOR —— 'k —-—-—- RETAIN STORM WATER RUNOFF EXISTING CUL L PU ISUANT TO CHAPTER 233 0 n OF THE TOWN CODE. < 01 z Q 0 0 PROPOSED ADDITION F C/) F R 0 N T ELEVATION —IWW n for SCALE: 1/4" 1'-0" < Z Q Ll (f) (D � u 0 z o — Lo 0 -� r\ U n ASPHALT SHINGLE OOFING CD I I 1 11 '1" 1 1 R 11 1 1 1 11 11 1 1 1 11 It I 1 11 7TFFFT 11 1 1 1 8 8'-0" PLATE HEIGHT --6'-8" T.O. WINDOWS co 11 IF III R 11 Ill r FFN14Y CA TE HIGH Charles M . Thomas T.O. SECOND FLOOR 0 9'-0" PLATE HT. a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 --7'-0" T.O. WINDOWS PROJECT 01 uo- T.O. FIRST FLOOR ELEVATIONS --------------- -------------- I I DATE - ------------------ ------ DATE: 07/23/14 PROJECT No. DRAWNG BY. F. SOLIS CHK BY. R E A R E L E V A T 1 0 N— DWG No,FO-0-1 I - SCALE: 1/4" 1'-0" -Fo 01 1 OF THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHI TECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. ---------- ------------------� I I I 1 ARCHITECT I I I I I I 65'-4" REVISIONS D E S C R I P T I ON NEW OVERALL 9/8/14 36'-2" 29'-2" 1 E X I S T I N G _IP ADDITION 10/8/14 6-Ijn 6'-11 I 4/14/16 PERMIT DWGS 1 7'-2" 6'-9" 1'-0 I ----- 11 1 -------III o 0 2X12 ACO GIRD I - +— r _____= L — J L - - ------ ------ - -------moi III i ci III 12"0 SONO TUBE ON a 0 0 c/) LINE OF EXIST. 1110 24"x24"x12" FOOTINGS Q r r 16'-11" U DECK & STAIRS III I MIN 36" BELOW GRADE r `r° mj ro Z O TO BE REMOVED IIIn (MUST BE VIRGIN SOIL) ® n = Q io 14'-2" 111 15'-0" cV Y o ® III E X I S T I N G �j 04 III 2"X10" ACQ LEDGER R E C SMOKE71 O—DETECTOR 2 CARBON m ROOM I Ir �l - - - - - - - - - - � ©MONOXIDE DETECTOR r I I ANCHOR AND BOND TO EXISTING Ln I IrH ISI CRAlllll_ 0 ESPACE I I a PICALS REBARS RS 012 O.C. VERTICAL I I 4" POURED CONCRETE SLAB I I N co c, — — — — — — — — — — — J OVER 6 MIL. POLYETHLENE I o z Is _ I III VAPOR BARRIER ON WELL — — J �jl COMPACTED POROUS FILL 2'_0" N rn # EXISTING Ili 117/8" TJI JOISTS — ❑ S SMOKE ALL.GIRDERS SHALL BE SHIMMED 1 360 SERIES I — O DETECTOR a AS REQUIRED IN BEAM POCKETS I 0 16" OC. WITH STEEL SHIMS (TYP) 6. I 7'-3" 7'-3" III I II I _ III EXISTING 3-1 4" X11 78" _ -� i II I ( c' 0 0 00%4 a o ha LAM GrRdrR I I I I I N W Z= W L_ - -J L_ -J II I I N w , 0 N o FZUJ ---- -- ———— -- _- II I 0 11 -5" I XQ T<[LUV' L ====_� ------ I _____ ___ _____ __ I O n 00 w wo<� IIII 111REMOVE EXI TANG M. I to oQs� IIII u1DECK -&-TTA LS 3 1/2" STANDARD STEEL PIPE COLUMN -� W Sao IIII W w x m o III- III ON A 30"X30"X15" DEEP 1-------1 Q O uP o wn f IIII �{ }{ N o I I POURED CONCRETE FOOTING. (TYP) ( I a 0 4'-6" I11 III N F m J ISI-------In o� J ISI-- IO a 1�, I L_ N,E W I O }- p —1 3/4 X ph 7 I j j I o cO 8' POURED CONCRETE FOUNDATION I o w o> ` La MICROLAM �GIRDER�__ _Ili `�;� ®o�^ WALL ON 8"X16" POURED CONCRETE "' � � o ` FOOTING. ADJUST FOUNDATION I I _ wACCORDINGLY TO MATCH EXIST. FIN. I I Q Z ( I I WA ER SER CE I I FLOOR ELEVATION (TYPICAL) W 1FLO UP in I 12" FMAIN FLOOR xm ,� — — — — — — — — — — — — I O J W I EXISTING I I I 13-1 3/4 X 1 7Li RMICROLAM GIRDER OP FOUNDATION I I 'j 1~tiJALL 12* I I I I I I — EXISTING B" BLOCK RETAINING WALL 1>0< 0 z L In z 4" POURED CONCRETE SLAB I I I I I O 6 MIL. EE O VAPOR BARRIER ON WELL 4" POURED CONCRETE SLAB COIMPACTED POROUS FILL Z I I I OVER 6 MIL. POLYETHLENE 1-- VAPOR BARRIER ON WELL I n n I I I I COMPACTED POROUS FILL I ( �' l W N - - - - -1 wo 1 o I �- - - - - - - I I I W cn — — — — O 0 E X I S T I N G < o I 0 I I DROP FOUNDATION WALL TO MEET SLAB ®oj I I CONTINUOUS FOOTING 10 -J 9'-3"® I -4 9'-3" - 4 ' 6'-2" 8'-4" 12'-0" 3'-0" Charles M . Thomas 29'-6" a r c h i t e c t ADDITION PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROJECT F O U N D A T I O N P L A N SCALE: 1/4" = 1'-0" Simpson Strong—Tie HDU TYPICAL TRHOUGHOUT 1ST & 2ND FLOOR FOUNDATION PLAN SCALE: N.T.S. DATE: PROJECT No. DRAWING BY. CHK BY. DWG No. [N-M-FO-O-1 2 OF THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. r --------------- ------------- qA I I j ARCH ITECT 65'-4" I I I I PROPOSED ADDITION 29'-2" 1 REVISIONS DESCRI PT ION 1 11 WOOD STEPS TO GRADE 10 4" s" NUMBER OF(STEPS TO BE 9/8/14 DETERMINED I ON SITE 10/8/14 P ILI 15'-0' I III 4/14/16 PERMIT DWGS I III I ! _I3-17 AAI H� N 1-------LI 14'-0" 3-12"ML HD 3412"ML HDR 36" HIGH RAIL PER NYS CODE O N ----- --- -- LL______________ --- cn I' o 15'-6" 19'-S. 0 C5 it : � N o ¢� PORCH 2x ® M I = � SCREEN 0 ® I11 N 00 x E X I S T I N G o ! x C° � I ISI 10 ON! M A S T E RN N 3 n III FWG 120611 E X I S T I N G N _ _ _LINE_OF_WALL_ABOVE _ _ _ _ I I D I N I N G B E D RMDKE O O M I XZ 3-14"ML FLUSH HDR I _� o� O--DETECTOR R 0 0 M w I o 11 1 I 2-14"MLSMOKE HDR I I ! O DETECTOR 20 1 " TJI jolsTs 360 SERIES ! III 14'-4" O it o ® 16�4QC � III 266 FwH 111 I I I I N "w _ I x — — — — — — — — — — r.�D 12061 r 2n III N M w ! DSMOKEETECTOR — ! IIN2'-0" NCARBON 14" TJI dolsTs 360 SERIES III II I©�- Lu MONOXIDE ® 16" QC•. TITt"�t' t""I' O DETECTOR r, _ L II = III I I SMOKE NEW III [� � Q DETECTOR ! I I Q ISI L I V I N G !O + o N E X I S T I N G CARBON I'I -i (�I I I R 0 0 M I I N r I z W E X I S T I N G I K I T C H E N © DMONOXIDEETECTOR I `� OfCL U DETECTOR a I I I I 9'-0"CEILING HT. I I ��`i � °' B E D R O O M w ®�DETECTOR _—�SMOKE --��------�1----- --- --t� j� -�j== I I 6 LLJm 0 I III LINE OF EXIST. _ _ — J__1 - - - - - � — rimm4s iV I--- TO BE R TAIRS — — — — — — — — — W n/ (D—DETECTOR a 14'_9" u_-- DE BE R ITAIRS ILYL I I0 OVED ! z Q 0 X 14rro N ML-I IRDER II 1l JJ N I I I14" TJI dolsTs 360 SEIRIEIS = M 0 >- O "ll L FLUSH INTWI FLOOR JSTS M " N W 2R 11 -------III UP ® 16 OC. I I M� u I__ -Ili 16R _ 1 1 I I N w U) N 3'-2" I I I I I 0 Q W I I I PEN TO Q rr ! ABOVE �p CARBO 1 1 I I I I � =O O L�J (O �_I CD—DETECTOR I Q DETECT R 0 Q I I a W -2"x12" HDR ����6'e � C) c) r n ( 1^ s2 M o0 � 0 — Q C J � -e- �� 4" POURE � � � (1 z BLUEST B o o N — 14" Til JaSTs 360 SERIES CONRETE SL 8 c o 0 0-OVER I n 0 878 SF LIVING EXISTING O e� R-38 INSUL. ° Z FIRST FLOOR cV ® — — �re1° GARAGE N U POWDER l I io ROOM IHR. RATED � o I Ln LI_l N (3) 2),'l 0 5/8" TYPE X SHEETROCK ACQ IRDERIt WALLS & CEILING ! J ' J -0" o ! v O 2-t2"02" R I Aml2-14"ML FLUSH HDR N 28310 — -4zIPIE-GF-WAL-I=-ABOVE- — 4" VENT [4* VENT 2�>X10" C G. JOISTII �rrTHRU ROOF THRU ROOF2"X10" CLG. JOIST (TYP.) (TYP.) II ® 16" OC. R-38 INSUL. JPL AL ROOF N 11 11 N x I II I o N N N11 II N HOUSEx 03 N i Q- ! 11'-4" ! I ,--I--- _ co 1i2.V I II 2-2"x14" HDR II I C� 1-1/2"V 9080 O.H. DOOR _I I I I I W.C. LAV LAV I I I I SHOWER 3'-1" 2'-1" 6'-3" 6'-0rr 6'-0" I ISECOND FLOOR I 6'-2" 8'-4" 12'-0" 3'-0" Charles M . Thomas 1 2" 3" '-'/2" 29,-6~ a r c h i t e c t I PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROPOSED ADDITION 673 SF LIVING PROPOSED FIRST FLOOR I •I , PROJECT 2 I 240 SF PROPOSED GARAGE 319 SF COVERED PORCH ¢-1-1/2"V I I FRESH AIR INLET I W.C. iLAV ° I FIRST FLOOR FIRST FLOOR PLAN c.o. FIRST FLOOR PLAN CONNECT TO APPROVED ILr P.V.C. PIPE PITCHEDSCALE: 1/4" = l'-O" DATE: F.A.I. & SANITARY SYSTEM AS PER N.Y.S. CODE PROJECT No. DRAWING BY. PLUMBING RISER DIAGRAM CHK BY. DWG No. SCALE: N.T.S [N-FO-073 -FO-01 3 OF THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 29'-6" MT 36" HIGH RAIL LL ARCHITECT PER NYS CODE -- D_ B A L C O N Y 0 _ SINGLE PLY RUBBER ROOFING D OVER 45# ROOF FELT ON 3/4" COX PLYWOOD "o REVISION D E S C R I P T 1 0 N 0 SHEATHING. 2"X10" ACQ JST. 016"O.C. PITCH ROOF FROM RESIDENCE _j 00 9/8/14 N 2"X10" RR \\ 2"X10" RR \\ M \\ ® 16" OC. \\ ® 16" OC. 10/8/14 PCOTUORE FWG 50611 EGO46 RESSS FWG 60611 EGRRESSs 4/14/16 PERMIT DWGS = 5'-7" 2-2"x12" HDR 2-2"x12" HDR 00 M=Io0 N 00 11'-0" 17'-6" I _ CV 3"X3" ALUM POSTS BY 'FEENY RAIL' 3/4" PLYWOOD Q N SINGLE PLY RUBBER ROOFING iv w LAG BOLT PER SPEC AND POST COVERS AS R "X4" ACO (3 J" TO 0") UP 24" ON REAR WALL X U SELECTED PER OWNER 4" PLYWOOD 11 a M w I Si C E PLY RUBBER ROOFING MASTER J RIP 2"X4" ACO (3 1" TO 0") OVER 45# ROOF FELT o SITTING I— J"X4" DECKING (PER OWNER) N BEDROOM _ _ _ _ _ _ _ _ _ _ _ = 1n z LET IN 2"X6" ACO NAILER I 0 SMOKE I Ln 9 1/2"TJI ®16"O.C. 4" TJI ®16" C. V j ®--DETE TOR O M Boz 6 1 U= U � co ro X�� MASTER TECO EACH FLUSH JOIST O®'I O O CONNECTION N N B E D R O O M z u04o �O I N ® C--DETECTOR SMOKEY N a 1 N N N REAR PORCH N I LO BALCONY DETAIL co o 0 N LOy' 3068 = CO uj I SCALE: 1/4" = 1'-O" M 36" HIGH RAIL x M PER NYS CODE i. w SMOKE c14 _0 C"—DETECTOR ICARBON p ° �' OPEN TO C�—MONO DE � e Z DETECTOR = LINEN st 0 o BELOW o li C-4 O � o a WTR 3031W CLOSETco ————— 4'_0.. I 7'-6" z Q — — — — — 0 oSHOWER = DN MASTER o Q 1p 1R ui o B ATH N CoW 2"X10" CLG. JST. �I FSAN CTO,EXTER OR iv M w 2" X 12" RIDGE BEAM 0 16" OC. io I R-38 INSUL z 004 Q I 4'-0" M TYPICAL ROOF CONSTRUCTION ASPHALT SHINGLE ROOFING Q SEAT Q OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. N //1 0 ( 1 2"X10" ROOF RAFTERS 0 16" O.C. 12 3046 2 2 0 v 2X6 CT 0 16'0.C. 8 TEMP ZASS z ATTIC I I 0 2"X10" CJ 0 16" O.C. I �R O O F I O R-38 INSULATION o I B E L O W I o ry U 8'-0" PLATE HEIGHT (1L u J Ld � I n I I L 6'-8" T.O. WIN OWS I I W n TYPICAL WALL CONST CTION CEDAR SHINGLE SIDING TYVEK HOUSE A 1/2" CD x = TYPICAL ROOF C NSTRU L _ _ _ _ _ _ _ _ J PLYWOOD SHEATHING ON 2"X4" W. S D ® 16" O.C. ASPHALT SHINGLE ROOFING o _ _ _ _ _ _ R-15 INSULATION °D S I T T I N G H A L L OVER 15# ROOF FELT ON 1/2 COX PL .1 2"X10" ROOF RAFTERS 0 16" D.C. CD 4'-4" 16'-0" SEE BALCONY FRAMING DETAIL 2-1 ML HDR 6'-2" 20'-4" 3'-0" T.O. SECOND F COR 141 TA 6"0.C. 9'-0" PLATE HT. - 29'-6" TECO EACH JST 4 LIVING PROPOSED SECOND FLOOR 7'-0" T.O._WIN OWS S C R E E N P O R C H TYPICAL FLOOR CONi UCTION 10FOYER ® .1 SECOND F L O O R 11 7/8 TJI FLOOR JOISTS 0 16"O.C. o) P L A N W/3/4" PLYWOOD SUBFLOOR W/MIN. 19 BATT. INSULATION SCALE: 1/4" = 1'-0" Ll LCharles M . Thomas T.O. FIRST FLO R BLUESTONE O a r C h I }` e c }l 2"x10 ACO JST. - - - (3) 2X12 ACO GIRDER 0 16 O.C. PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 „ TECO EACH JSTJ-t 4" POURED CONCRETE SLAB CRAWL SPACE 4 MILL VAPOR BARRIER O� O PROJECT 4" POURED CONCRETE SLAB ACO SILL PLATE 12"0 SONO TUBE ON 4 MILL VAPOR BARRIER \-2"x6* TERMITE SHIELD = 24"X24"x12" FOOTINGS 1/2" DIA. ANCHOR BOLTS 8" O MIN 36" BELOW GRADE 030"-0" O.C. 1 (MUST BE VIRGIN SOIL) 18'-6" 8" POURED CONCRETE FOUNDATION SECOND FLOOR PLAN WALL ON A 8" X 16" POURED CONCRETE FOOTING DATE: 10/20/11 PROJECT No. DRAWING BY. C.M.T. CHK BY. DWG No. C R 0 S S S E C T 1 0 N 1 IN—FO-6-41—FO0 SCALE: 1/4" = 1'-0" 4 OF THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. \ ARCHITECT REVISI S DESCRIPT ION 9/8/14 \ ' \, 10/8/14 8 \ ASPHALT SHINGLE ROOFING 4/14/16 PERMIT DWGS ASPHALT SHINGLE ROOFING \ \ 8'-0" PLATE HEIGHT 6'-8" T.O. WIN OWS OPEN 36" HIGH RAIL I o I PER NYS CODE I nIo I SYSTW I I I I io 2"X10" RR 2"X10" RR ® 16" OC. ® 16" OC. IH CEDAR SHINGLE SIDING T.O. SECOND F OOR I I ASPHALT SHINGLE ROOFING 8'-0" PLATE HT. CEDAR SHINGLE SIDING - -Of U 00 - -- Z I to I 7'_0" T.O._WIN OWS N Q - LLj w ® I m IqPE LLJ EXN G I ` R 0 0 F I I ch C3 lq�0 �Qv� I 2832 O /0;1_11 x . FIRST FLO R 204 ® - -- ---------------- - -------- O W I— I W < � 2" X 12" RIDGE BEAM \ J' �o JP w �,Q m o I I O LL F >-- /2'"XS" ujI E RIGHT SIDE ELEVATION VWW o � o 3 SCALE: 1/4" = 1'-0" IC J JNEW NEW p QyGo m Q J z RR N 2"X8" RR x � L x 16 OC. CSD 16 OC. I (V ® �`� 9!!� cV ® I I , 0 LJJ � u 22'-2" ( LLjI O — NEW REVERSE GABLE I W' \ � � n X Ln J Wo E w I I R 2"X10" \,,R 7, \ 12 ASPHALT SHINGLE ROOFING ASPHALT SHINGLE ROOFING I I CEDAR SHINGLE SIDING \ - - - -1- - - - - - - - - - - - - - - �-1 8'_0" PLATE HEIGHT ¢� I 6'-8" T.O.-WIN OWS m 0 OPEN I 2"X10" RR 2"X10" RR I I —� �� I CEDAR SHINGLE SIDING o LLjj ® 16" OC. ® 16" OC. I 2846 N I TEM ��_� Charles M . Thomas T.O. SECOND FOOR ASPHALT SHINGLE ROOFING 9'-0" PLATE HT. a r C h t e C t PO BOX 871 JAMESPORT, NY 11947 (631) 127-7993 7'-0" T.O. WIN OWS — — — PROJECT R 0 0 F PLAN SCALE: 1/4" = l'-O" CEDAR SHINGLE SIDING T.O. FIRST 12JR ELEVATIONS DATE! PROJECT No. DRAWING BY. CHK BY. DWG No. - E L E F T S I D E E L E V A T I O N FAI- 005 o0 4 SCALE: 1/4" = 1'-0" s OF THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TOP PLATE FRAMING TO ACCOMADATE TABLE R 301.7 CORNER AND PARTITION POSTS ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS P I P I I`4 G R 6 0 2.7.2 STUCTURAL MEMBER ALLOWABLE RAFTERS AND CEILING DEFLECTION JOISTS OR APPROVED TOP PLATES ROOF TRUSS RAFTERS W/ GREATER L/180 SLOPES THAN 6 W/NO TOP PLATES WW rrMM FINISHED CEILING SECOND STORY TOP PLATE— GYPSM BOARD INSTAL[:�D��INTABLE 3.1 STUD INTERIOR WALLS ANDHIso ATTACHED TO RS TOP PLATE SEE DRILLING AND 16d NAIL AT 24" O.C. JOIST IS PERMITTED TO NOTCHING PROVISIONS ACCORDANCE WITH PARTITIONS / BE CUT OR NOTCHED FLOORS AND PLASTERED L/360 STUD BORED HOLE MAX CEILINGS FLOOR JOIST— BETWEEN THESE LIMITS WALL STUD— DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX z SEE DRILLING AND SEE DRILLING AND NOTCHING PROVISIONS OF STUD DEPTH MEMEBERS DIAMETER 40% o BOTTOM PLATE WFCM SECTION 3.3.1.1.1 NOTCHING PROVISIONS EXT. WALLS W/ PLASTER OR H/360 OF STUD DEPTH 1/3 SPAN 1 3 SPA WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL 5 8" MIN. TO EDGE / / NSTALLED IN ACCORDANCE / STUCCO FINISHE d NAIL AT 6 O.C. WITH WFCM TABLE 3.1 EXT. WALLS-WIND LOADS L/240 5/8" MIN. TO EDGE ALL PANEL EDGES) WITH BRITTLE(b) FINISHES a �10 8d NAIL AT 12" O.C. ON ALL EXT. WALLS-WIND LOADS L/240 5/8" IMIN. TO EDGE — JOIST EN BE FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FLEXIBLE(a) FINISHES NOTCH MUST NOT EXCEED o' FOR BLOCKING BLOCKED AGAINST PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH 0 BAND JOIST AND BRIDGING ROTATION IN ACCORDANCE (a) CORNER DETAIL a. The wind load shall be permitted to be taken as 0.7 times the cn TOP PLATE OR BLOCKING SEE WFCM SECTION 3.3 WITH WFCM 3.3.1.3—END RESTRAINT GYPSM BOARD INSTALLED IN component and cladding loads for hte purpose of the determining BORED HOLES SHALL NOT w d NAIL AT 6" O.C. deflection limits herein. BEARING AND 3.3.1.4 BRIDGING ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NO-f BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40% AND 60� o ALL PANEL EDGES) BE LOCATED IN THE SAML b. For cantilever memebers. L shall be taken as twice the lenght CROSS SECTION OF CUT OR OF STUD DEPTH, THEN STUD MUST BE WALL of the cantilever. CROSS SECTION OF CUT OR 5/ " MIN. TO EDGE c. For aluminum structural members or poneles used in roofs or DOUBLE AND N0, MORE THAN TWO walls of sunroom additions or SUCCESSIVE STUDS ARE DOUBLED 1 IT IN IN. RIBBON lass or sandwich panels, the total load deflection supporting edge of AND SO BORED � CUT INTO STUD — exceed L/so. For sandwich panels used in roofs or walls of LAP JOIST 3 IN. MIN. z BAND JOIST BOTTOM PLATE FOR FIRE BLOCKING o r WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall00 OR BLOCKING • 16d NAIL AT 24" O.C. IW THALLED WFCMI TABLE03DANCE WFCM 2001 SB�IC" HIGH WIND EDITION not exceed L/,20 TABLE R 301.2.2.2.1 WFCM 2001 SBC HIGH WIND EDITION w 00 a' SILL PLATE JOIisT ° - SECTION 3.4.3.1 „1 FIGURE 3.313 WALL BRACING ADJUSTMENT FACTORS BY ROOF SECTION 3.4.2.1 .1 FIGURE 3.3 A 17- CRAWL SPACE • 8d NAIL AT 6” O.C. ON ALL NOTCHING AND BORED HOLE LIMITATIONS COVERING DEAD LOAD NOTCHING AND BORED HOLE LIMITATIONS \-SUBFLOOR FRAMING MEMBERS AT PANEL OR BASEMENT MONOLITHIC EDGES AND 12' O.C. ON ALL ROOF/CEILING ROOF/CEILING • FOUNDATION • F UNDATIONRADE (b) INSIDE CORNER DETAIL PANEL EDGESBERS NOT AT FOR INTERIOR hdONBEARING WALLS DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALLS WALL SUPPORTING 15 psf or less 25 psf PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING NOTCHING AND BORED HOLE LIMITATIONS EXTERIOR CORNER FRAMING ROOF ONLY 1.0 1.2 BEARING WALL FOR EXTERIOR BEARING AND INTERIOR ROOF PLUS ONE STORY 1.0 1.1 2x4 CONTINUOUS �_ WALL FLOOR 8c ROOF FRAMING NON— BEARING WILLS: R602.6 (1 ) Bc (2� LATERAL BRACE AT 6' O.C. TYPICAL I FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) � 0 JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED L,J WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE 2-10d NAILS N FOR WOOD STRUCTURAL PANELS ROOF FRAMING DOUBLE TOP PLATE TRUSS OR CEILING JOIST (D W FASTENER SPACING L) EEE STUD TO RAFTER z Q FASTENER 2 FEET 4 FEET 6 FEET BLOCKING SECTION A-A C PLE TUD STUD TO STUD DETAIL GABLE END TRUSS PANEL SPAN < PANEL SPAN < PANEL SPAN < PANEL SPAN ENDWALL TONNECTORS TYPE < 4 FEET < 6 FEET < 8 FEET 1/2' SPACING— A A R QUIRED � U 2 FEET auows i 21 2" 6 16" 16" 12" g" HOLDDOWN 10-8d � Wj _j OOD SCREWS INSTALLATION NAILS FHEADER STUDS WA L STUDS 5d COOLER NAILS AT 10" O.C. Q ,� 16" 16i" 16" 12" DOUBLE A A ( NOTE: 2"x4" BLOCK NAILED TO EACH 2 1 2 8 ) CORNER STUD UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS WO D S REWS ATIHARDIWARE ° ° ° CONNECTED TO BLOCKING a. THIS TABLE BASED ON 110 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. HOLDDOWN ° o TRANSFER SHEAR AT EACH END OF HEADER AND GYPSUM BOARD z (HDU) ° N UP AT BOTTOM OF HEADER STUDS IN b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. ° ° ° NOTE: SIMILAR CO EC R ADDITION TO CONNECTORS AT 5d COOLER NAILS AT 7" O.C. W o CONNECTION AT z Q c. NAILS SHALL BE 10d COMMON OR 12d BOX NAILS. FOUNDATION. R UIR BOTTOM TODFSCRII P ES TOP AND 20 GAUGE STRAP d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE ° 2-16d COMMON w _ ATTACHED UTILIZING VIBRATION—RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE SIDE WALL O o NAILS AT 6' D.C. FLOOR BRACING AB"A YS10-8d NAILS 0 (f WITHDRAWAL CAPACITY OF 490 POUNDS. n END WALL TYPICAL FRAMING AND UPLIFT Q Uj e. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) ( WFCM FIGURE 3. 7b) CONNECTIONS FOR OPENINGS Q EXTERIOR WALL STRAPPING SCHEDULE W suB�ooR � 8d NAIL AT 4 O.C. ENDWALL STUDS _ � I AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDO S NOTES I I FACE OF FOOTING CEILING BRACING GABLE ENDWALL NAILS RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER BAND JOIST ft�� w 12" MAX. (WFCM FIGURE 3. 7a) SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER O RAFTER TO STUD cn 8-8d TO STUD CONNECTION V' SHEAR WALLD ON 2-8d TO PLATES , , LL_ V) � FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD ' ' CONNECTION TOP PLATE U w STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD ti -1 J H NO CEILING PROVIDE RAFTER TO RIDGE TENSION STRAP 4-8d TO PLATE ° DIAPHRAGM CENTER 2x BLOCKING RIDGE HANGERS IF USE 8-8d COMMON NAI S ° H/2 BUT NEED OT ��, H BUT NEED NOT ON SHEATHING JOINT EACH END OF 1-1 4� o NOTES: REQUIRED RAFTER TAILS ARE NOT ALL STRAPPING INDICATED MEETS OR EXCEEDS HE REQUIREMENTS IN HE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL ° ° EXC ED 15 FT. AX. E CEED 40 FT. MA . CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND o o ° 15,/32 WOOD STRUCTURAL PANELS STRAPPED TO TOP 20 GAUGE STRAP ~ N HOLDDOWN CORNER STUD ON GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW 'Z TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. (HDU) o ° ° CONNECTED TO Z BASED ON SHEARWALL REQUIREMENTS GABLE ENDWALL BALLOON FRAMING NAIL PENETRATION INTO FRAMING IS ACHIEVED. ° ° ° TRANSFER SHEAR OUNDATION C FROM SLOPES ° ° ° FLOOR TO FLOOF � ° INSTALL THROUGH FIRST FLOOR SHOE. ° DOUBLE ��)) PREFERRED METHOD z ATUHARDW E CONNECTION RAFTER Q Lv HOLD DOWN 8d NAIL AT 12" O.C. ON o ALL FRAMING MEMBERS ROOF RAFTER BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL EDGES 3 WINDOW AND DOOR OPENINGS: GYPSUM BOARD Z 20 GA. STRAP— W WIDE MIN. (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM FIGURE� 16d NAIL AT RIDGE BEAM M 4 ) PHD5 24" O.C. RIDGE TENSION STRAP DETAIL W/(8) 8d NAILS - TABLE R301 . 5 NOTES cz O U N EACH SIDE FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. � SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING T 8d NAIL AT 6, A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. O.C. (ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN TAB L E R ,301 . 5- 0 EDGES SECITRON R802.4.1 FOR CONVENTIONAL CEILING JOISTS AND SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE ti WOOD STRUCTURAL PANEL THOSE WHERE HE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO }� NAILING SCHEDULE (TABLE 3.1, OR MORE ADJACENT TRUSSES WIH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS ( PSI ) r CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE • Z A OUTSIDE CORNER DETAIL TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT U- BE ASSUMED TO ACT CONCURRENTLY NH ANY OTHER LIVE LOAD USE LIVE LOAD ~ REQUIREMENTS. o� GYPSUM BOARD c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE Co 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND S I m son S t ro n Tie SIMPSON STRON TIE HDU 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 60 (n Cn W p g SIZE PER MOST RECENT ATO PANEL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. I ALL d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT A35— Chimney Framl ing ® TABLE 8301 . 2. 2. 2. 1 �- ° EDGES) ANY POINT ALONG THE TOP DECKS 40 V e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR ROOF RAFTER RIDGE DETAIL WOOD STRUCTURAL WALLA. PASSENGER VEHICLE GARAGES 50 i" 3 DEAD LOADS PANEL INSTALLED !N f. GUARD IN - FILL COMPONENTS (ALL HOSE EXCEPT THEco ® HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED L ® ACCORDANCE- WITH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 o 3 SCALE: N.T.S. NAILING SCHEDULE \_16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED (TABLE 3.1, WCFM 2001 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 ROOF CEILING ROOF CEILING ¢ LOAD REQUIREMENT. DEAD LOAD DEAD LOAD HIGH WIND EDITION) 3 g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS o W ROOMS OTHER THAN SLEEPING ROOMS 40 FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4.2 FOR 0 WALL SUPPORTING 15 PSF OR LESS 25 PSF OR LESS 8d NAIL AT 6 O.C. ON CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR ALL FRAMING MEMBERS TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED SLEEPING ROOMS 30 ROOF ONLY 1.0 1.2 AT PANEL EDGES AND B) INSIDE CORNER DETAIL WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO HOSE 12" O.C. ON ALL ( PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO ROOF PLUS ONE STORY 1.0 1.1 ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 P. e FRAMING MEMBERS NOT CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER AT PANEL EDGES BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE GUARDRAILS AND HANDRAILS 200 SHEET N0. PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE Simpson trong — Ie TOP OF THE BOTTOM CHORD AND BOTTOM OF ANY OTHER TRUSS HDU MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS MET: 2 CORNER BRACING DETAIL EXTERIOR CORNER FRAMING THE ATTIC AREA SACCESSIBLE BY A USTAIRWAY ORFRAMEDOPEN OPENING IN ACCORDANCE WITH 071 AND 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN 2:12. 3 SCALE: N.T.S. h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. (TABLE 3.2 B WFCM 2001 HIGH WIND EDITION) The design of this structure is based upon STABLE 3 1 WFCM HIGH WIND EDITION ) SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2001 SBC published by The American ONNECTIONS RESISTING LATERAL & SHEAR LOADS Forest and Paper Association. Non- Structural lements are based upon the New G E N E R A L N 0 T E S: York State 'RESIDENTIAL CODE January 2010. NAILING SCHEDULE MAX. ANCHOR BOLT SPACING (INCHES) 1. All works shall be performed in accordance with all state, ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 For the Climatic and Geographical Design Criteria, see Table 3301.2 1 on RESISTING SUPPORTING ( ) municipal, local zoning and building codes and ordinances NUMBER OF NAILS NAIL SPACING 1/2" ANCHOR BOLTS 30 sheet no. 1 JOINT DESCRIPTION All non engineered lumber to be Dou las Fir 2 or better having jurisdiction and best standards of construction g # LATERAL AND SHEAR LOADS 1 - 3 STORIES 5/8" ANCHOR BOLTS 45 Wind Limitations-Section R301.2.1 The American Institute of Architects Conditions shall apply 4-8d PER RAFTER 1. PRESCRIPTIVE LIMITS ARE BASED ON A SUMPTIONS IN TABLE 3.2 Design Criteria-Section R301.2.1.1. See Table R301.2.1.2. for Wind-Born Debris to all work performed on this project. RAFTER TO TOP PLATE TOE-NAILED 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANDCHOR BOLT SPACING SHALL NOT EXCEED THE 9 { 4-8d PER JOIST LESSER OF THE TABULATED. Protection'Fastening Schedule For Wood Structural Panels) 2. The Contractor shall verify all conditions at the site. Any CEILING JOIST TO TOP PLATE TOE-NAILED 3. TABULATED ANCHOR BOLT SPACINGS FOR LATERAL AND SHEAR LOADS ASSUM WALLS ARE SHEATHED IN ACCORDANCE WITH SECTION 3.4.4.2. FOR 9-16d EACH LAP OTHER WALL SHEATHING TYPES THE TABULATED ANCHOR BOLT SPACINGS SHALL BE MULTIPLIED BY THE APROPRIATE SHEATHNG TYPE ADJUSTMENT FACTOR Dead Load-Section R301.4 & R 301.2.2.2.1 discrepancies must be brought to the attention of the Architect CEILING JOIST TO PARALLEL RAFTER FACE-NAILED IN TABLE 3.17D, BUT IN NO CASE SHALL ANCHOR BOLT SPACINGS EXCEED 6 FEET ON CENTER. Live Load-Section 3301.5 prior to commencement of construction. The Contractor shall be w 9-16d EACH LAP 4. FOR THREE SECOND GUST NAND SPEEDS GREATER THAN 110 MPH, WITH A TABULATED VALUE FROM TABLE 3.5 GREATER THAN 262 PLF, LATERAL Light and Ventilation-Section 3303 responsible for corrections not reported once he has started work CEILING JOIST OVER PARTITIONS (FACE-NAILED1 CONNECTIONS SHALL BE DETERMINED USING THE LOADS FROM TABLE 3.5 Minimum Room Area-Section R304 except for hidden job conditions. z Ceiling Height-Section R305 3. Contractor shall guarantee to the Owner that all materials and s-sd PER TIE (TABLE 3.10 WFCM 2001 HIGH WIND EDITION) g o COLLAR TIE TO RAFTER (FACE-NAILED) Sanitation-Section R306 equipment incorporated in the work will be new, and that all work _ BLOCKING TO RAFTER TOE-NAILED 2-8d EACH END ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS Toilet Bath and Shower Space-Section R307 will be of good quality, free from faults and defects for a period H- 2-16d EACH END SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING Glazing-Section R308 of one year form the date of the final Certificate of Occupancy.Garages and Carports-Section R309 4. The Architect shall not be responsible for the construction means, TRIM BOARD TO RAFTER END-NAILED OR PANEL SIDING FOR 8d COMMON NAILS -� Emergency Escape and Rescue Opening-Section R310 method, techniques, sequences or procedures, or for the safety WALL FRAMING (SEE NOTE 1) INCHES O.C. Exit-Section R311 precautions and programs in connection with the work, and he Landing-Section R311.5.4 shall not be responsible for the contractors failure to carry out 2-16d SEE NOTE 1 PER FOOT Ramps-Section R311.6 the work in accordance with the construction documents. The TOP PLATE TO TOP PLATE FACE-NAILED ( 4' PERIMETER 16 E Stairway-Section R311.5 Architect shall not be responsible for the acts or omission by EDGE ZONE F TOP PLATE AT INTERSECTION FACE-NAILED 4-16d JOINTS - EACH SIDE the contractor No changes shall be made in the documents STUD TO STUD (FACE-NAILED) 2-16d 24 O.C. INTERIOR ZONE 1619 (SEE NOTES 2) Guards-Section 3312 w F g Handrail -Section 3311.5.6 and/or the building as designed without the expressed written a Smoke Alarms-Section R313 consent of the Architect. HEADER TO HEADER FACE-NAILED GABLE ENOWALL RAKE AND RAKE TRUSS 16d 16" O.C. ALONG EDGES E Foam Fplastic-Section R314 5. The contractor and all subcontractors shall maintain continuous F Flame Spread and Smoke-Section R315 insurance coverage statutory TOP OR BOTTOM PLATE TO STUD END-NAILED 2-16d PER 2X4 STUD 9 YoliciesWorker P E= NAIL SPACING AT PANEL EDGE (IN) Insulation-Section 3316 Compensation,, etc.) and general liability in an mount not Cori3-16d PER 2X6 STUD F- NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) Dwelling Unit Separation-Section 3317 4-16d PER 2X8 STUD 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH Moisture Vapor Retarders-Section R318 less than S 5 million and automobile liability and damage z0 1")SIDE OF THE ROOF PEAK, THE 4 FEET PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. Protection Against Decay-Section Section 3319 coverage not less than S 2 million. The Architect shall be vt 2. TABULATED 12" O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING g Y- FACE-NAILED 2-16d (SEE NOTE 1,2) PER FOOT Protection Against Termites-Section R320 named insured on any and all policies. > 00 MEMBERS WITH G>0.49. FOR FRAMING MEMBERS WITH 0.42<G<0.49 THE NAILING SPACINGS SHALL BE REDUCED 9 TO 6 INCHES 0. C. Site Address-Section R321 6. Provide 0.025" of a meatal shield, other than aluminium, over fibrous � 0000 FLOOR FRAMING 3. TABULATED 6" O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING Accessibility-Section R322 insulation at all perimeter sills. JOIST TO SILL TOP PLATE TO GIRDER TOE-NAILED 4-8d PER JOIST MEMBERS NTH G>0.49. FOR FRAMING MEMBERS WITH 0.42<G<0.49 THE NAILING SPACINGS SHALL BE REDUCED Elevators and Platform lifts -Section R323 All wood in contact with concrete or masonry to be Wolmanized TO 4 INCHES 0. C. 4. TABULATED 4" O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING Flood Resistant Construction-Section R324 or pressure creosoted. BRIDGING TO JOIST TOE-NAILED 2-8d EACH END MEMBERS WITH G>0.49. FOR FRAMING MEMBERS NTH 0.42<G<0.49 THE NAILING SPACINGS SHALL BE REDUCED 8. A single station smoke detector alarm device shall n installed TO 3 INCHES o. C. Foundation-Chapter 4 in each bedroom, on all floors and shall be all interconnected per code. BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3-16d EACH BLOCK Design based upon presumptive load bearing values of sandy gravel and or gravel 9• All bathroom without operable windows to be mechanically ventilated TABLE 3.10 WFCM 2001 HIGH WIND EDITION at 3000 pounds 10 per New York State Code. 3-16d EACH JOIST per square foot. Contractor to consult Arcitect if different soil materials are 10. Heating to be designed to provide 70 degrees F. with outdoor LEDGER STRIP TO BEAM FACE-NAILED THRs PEED( 01 85 90 100 110 120 130 140 150 found upon excavation, designed air-temperature of 0 degrees F. and 15 MPH wind. 3-8d PER JOIST + sP®�" +I JOIST ON LEDGER TO BEAM TOE-NAILED or test hole, for alternative footing and foundation wall design. 11. All electrical work to be in accordance to the rules and O E F E FIE FIE FIE FIE FIE F certificate is BAND JOIST TOJOIST END-NAILED 3-16d PER JOIST to be resented to the Owner at the completion �� SHEATHING RAFTER Foundation Notes: P pletion of the job. W r-- 3-16d 3-16d PER JOIST LOCATION TRUSS MAXIMUM NAIL SPACING FOR 8d �MMON NAILS 5/8" Ancor Bolts (SSTB-28) See chart On this sheet for spacing 12. Plumbing Installation to comply with State and Local codes O BAND JOIST TO SILL OR TOP PLATE TOE-NAILED SPACING OR 10 D BOX NAILS INCHES O.C. and the sewage disposal system to meet Health Department standards. SEE NOTE 1) (INCHES OC) �,_, 8' poured concrete foundation wall, 8-0 high, 3000 # test LLJ ROOF SHEATHING 13. Do not scale drawings. Use figure dimensions only. N 12 6 12 6 12 s 12 12 12 12 12 12 Minimum depth-Section 403.1.4, 48 minimum coverage to top of footing 14. All work to conform to the rules and regulations of the New York SEE TABLE 3.10 INTERIOR 16 1 s 2 12 6 12 6 12 6112 s 12 s 12g6� 16"x8" poured concrete wall footings, 3000 test g STRUCTURAL PANELS 8d ( ) ZONE 1 12 12 s 6 t s 12 6 12z „ 9 # " Energy Conversation Construction Code. All glazed area to be double 24 2-1 3/4 x11 7/8" Microlam Girder (or 3 1/2"x11 7/8 Power Beam) glazed and all exterior door to have insulated cores. is 6 12 6 12 s 12 6 s 4 611216 6 " p # p protection as indicated on these plans exceeds W DIAGONAL BOARD SHEATING PERIMETER 4 poured concrete floor slab with 6x6x 10 mesh and vapor barrier 15. The insulation EDGE 616 Damp proofing at exterior foundation below grade-Section R406 the Code's minimum standards. Z Q 1"X6" OR 1"X8.. 2-8d PER SUPPORT 94 z 1 ' 30 x30 x12 dee poured concrete column footings,ZONE 24 12 3 3 3 3 3 4 p p g 3000# test 16. These drawings and specification are instruments of service and 3-8d PER SUPPORT GABLE ENDWALL RAKE OR RAKE TRUSS w DGKGUT BLOCK 6 6 6 6 s s 6 6 4 4 - - CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT shall remain the property of the Architect whether the project for 0 1"X10" OR WIDER GABLE ENDINALL RAKE GR RAKE muss w/o RAKE OWRHANG 6 6 6 6 s s 6 s 6 6 6' 6' 6' 6' Deck and porch flootings as noted, 3000# test, 48" minimum buried depth which they made is executed or not. They may not be used Q CEILING SHEATING BOARD SHEATHING on any other project except by written authorization of the Architect. < r 1 „ SHEATHING SIZE RAFTER Foundation wall to extend a minimum 8" above finished rade 17. Architect has not been retained for site supervision, on-site V 5d COOLERS 1 EDGE / 10 FIELD TRUSS MINIMUM NUMBER OF 8d COMMON NAILS 9 0 GYPSUM WALLBOARD SPACING OR 10 D BOX NAILS PER SUPPORT All footing to be carried down to undisturbed soil inspection and certifications as required or requested by the Owner, WALL SHEATHING SEE NOTE 1) (INCHES OC) No footing shall be set higher than a 30 degree angle from any other footing contractor or local building department. I x e OR I x e SHEATHING 12 - 19.2 2 2 2 2 2 21 21 2 1 21 21 21_2 1 21 21 2 2 Pour no concrete on frozen ground or in freezing water. $d (SEE TABLE 3.10) 1 x 1G aR LARGER SHEATHING 12 - 19.2 3 3 3 3 3 3 3 3 3 3131 3 3 3 3 3 Provide 3 1/2' steel lall columns. O STRUCTURAL PANELS Backfill shall not be placed against the wall until the wall has sufficient FIREBOARD PANELS E= NAIL SPACING AT PANEL EGDE (IN) strength and has been anchored to the floor above, or has been sufficiently UPLIFT - CONTINUOUS PATH CONNECTORS ® - 6d 3" EDGE 6" FIELD F- NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) braced to prevent damage b the backfill Section R404.1.7.) 1-- 7/16" / 1. FOR ROOF SHEATING WITH 4 FEET OF PERIMETER EDGE OF THE ROO, INCLUDING THE 4 FEET ON EACH P 9 Y { CC 8d 3 EDGE 6 FIELD SIDE OF ROOF PEAK, THE 4 FOOT PERIMETER ZONE ATTACHMENT REQUIREMENTS SHALL BE USED Floors - WFCM Prescriptive Method. USE SIMPSON STRONG-TIE CONNECTORS L 25/32" " / „ 2. TABULATED 12" O.C. NAIL SPACING ASSUMES SHEATING ATTACHED TO STUD FRAMING MEMBERS WITH Floor framing shall be nailed in accordance with Table 3.1 WFCM HIGH WIND EDITION. FOLLOW PRODUCT SELECTION GUIDE AND Dz G>0.49. FOR FRAMING MEMBERS NTH 0.42<G<0.49. THE NAIL SPACINGS SHALL BE REDUCED TO 6' O.C. Draftstopping - Section R502.12 INSTALLATION MANUAL FOR HIGH WIND RESISTANT GYPSUM WALLBOARD 5d COOLERS 1 EDGE / 10 FIELD 3. FOR EXTERIOR PANEL SIDING , GALVANIZED BOX NAILS SHALL BE PERMITED TO BE SUBSTITUTEDI FOR COMMON NAIL Fireblocking - Section 3502.13. CONSTRUCTION CATALOG C-HW02 W HARDBOARD 8d (SEE TABLE 3.11) 4. TABULATED NAIL SPACING SASSUME A BUILDING LOCATED IN EXPOSURE B Z Q Floor Construction: ANCHOR BOLTS IN FOUNDATION USE: PARTICLEBOARD PANEL 8d (SEE TABLE 3.11) (TABLE 3.11 WFCM 2001 HIGH WIND EDITION) 3/4" plywood subfloor, fasten per Table 3.1 WFCM. SST828 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie LIJ - Floor joists: see Foundation and Floor Plans, spacing as noted. NOTES FOR SPACING DIAGONAL BOARD SHEATING WALL SHEATHING & CLADDING ATTACHMENT REQUIREMENTS FOR WIND � Fasten per Table 3.1 WFCM. U210 2X6 � � �• 2-8d PER SUPPORT LOADS EXPOSURE C 2-2x6 ACO sill with termite shield and sill seal. SILL PLATE TO RIM JOIST USE: AT EACH RAFTER UJ 1"X6" OR 1X8 SHEATHING LOCATION Finish floors per agreement. LTP4 16" O.C. AT EXTERIOR PERIMETER Q 1"X10" OR WIDER 3-8d PER SUPPORT STUD SPACING BRACING WALL PERMITER MAXIMUM NAIL SPACING AND GARAGE/HOUSE COMMON WALL 4-10d x '1 1/2" OR PANEL SIDING FOR 8d COMMON NAILS Wall construction - WFCM Prescriptive Method. USE (4)-8d NAILS AT EACH END FLOOR SHEATHING Wallframing and finishing shall be nailed and or screwed in accordance with INH (SEE NOTE 3) (1/2" ANCHOR BOLTS) WFCM, Table 3.1 table 3.38,sections 3.2.2.1, 3.2.2.2, 3.2.2.3, 3.2.1.7 GARAGE STUD GARAGE SILL PLATE USE: NOTE: 8d 6" EDGE 12" FIELD STRUCTURAL PANELS 4" EDGE ZONE E 6 1x6 fascia, wrap SSP CONNECTOR AT 16" O.C. 1s F 12 SEE NOTE 2 Overhangs as noted. USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING / 1' OR LESS INTERIOR ZONE E 6 Vinyl vented soffits. 10d 6" EDGE / 6 FIELD 16 F 12 Alluminum gutters and leaders. Siding: see Elevations. RIM JO'ST TO STUD CONNECTION USE: MEMBER WITH .2-1/2" X 5" LAG GREATER THAN 1 Tyvek housewrap. MTS 36, 16" O.C. „ / DIAGONAL BOARD SHEATING 1/2 plywood sheeting, see fastening schedule, Table 3.1, 3.9 WFCM. BOLTS AT 16 ON CENTER (TABLE 3.11 WFCM 2001 HIGH WIND EDITION, � USE (4)-8d NAILS AT EACH END " " �� „ 2-8d PER SUPPORT 2x4x Studs ® 16 o.c. with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE: 1 X6 OR 1X8 WALL SHEATHING & CLADDING ATTACHMENT REQUIREMENTS FOR WIND 1/2" Gypsum wall board 3-8d PER SUPPORT 5/8"Type X GWB in garage. (2) layers J" GWB at fire partition MSTA 36, 16" O.C. 11"X10" OR WIDER LOADS EXPOSURE C THREE SECOND GUST USE (4)-8d NAILS AT EACH END wwD SPEED(MPH) 85 90 100 110 120 130 140 150 1/2" MR GWB in wet areas 1. NAIL REQUIREMENTSAREA BASED ON WALL SHEATING NAILED 6" ON-CENTER AT THE PANEL EDGE IF WALL SHEATING IS STRUCTURAL SHEATHING At least one window in each sleeping room shall comply with the exit regirements RAFTER TO STUD CONNECTION USE: Simpson Strong-Tie o NAILED 3" ON-CENTER AT THE PANEL EDGE E FIE FIE FIE FIE FIE FIE FIE F of section 3310. MTS 36, EACH ROOF RAFTER U210 2X6 �- TO OBTAIN HIGHER SHEAR CAPACITIES. NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED. OR SHEATHING STUD Note drilling and notching limitations in figure R602.6(1) for bearing walls and USE 8 16d NAILS AT EACH END N LOCATION SPACING MAXIMUM NAIL SPACING FOR 8d COMMON NAILS figure R 602.6(2) for non - bearing walls. RAFTER TO RIDGE TO RAFTER CONNECTION USE: AT EACH CEILING JOIST � Z ALTERNATE CONNECTORS SUCH AS SHEAR PLATES. (SEE NOTE 1) (INCHES OC) OR 10 D BOX NAILS (INCHES O.C.) Follow exterior corner framing detail figure R602.10.5 H7 EACH ROOF RAFTER Q SHALL BE USED TO MAINTAIN THE LOAD PATH. 4-10d x '1 1/2 U -) 2. WHEN WALL SHEATING CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITED INTERIOR 12 6 12 6 12 s 12 12 12 12 2 12 ZONE 16 s 12 s 12 6 12 6 12 612 6 12 6 12 6 12 Roof assemblies - WFCM Prescriptive Method (WFCM 3.2.1.1 Table 3.1/ 3.8) DECK POST TO CONCRETE CONNECTION USE: TO BE REDUCED TO 1-6d NAIL PER FOOT. 24 Asphalt strip shingles shall have minimum of six (6) fasteners per shingle (section PBS44A FOR EACH POST PERIMETER EDGE 12 6 12 6 12 6 12 6 6 6 6 12 6 12 3905.6 ZONE 12 12 12 2 Underlaymment application (Section R905.2.7.)nailing see table 3.8 DECK POST TO GIRDER CONNECTION USE: 24 12 12 12 12 6 12 6 '6 2 SIMPSON PC44 FOR EACH POST „ BOARD SHEATHING OR LAP SIDING For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- w SIMPSON H-8 USE W/ONLY 5/ ANCHOR BOLT (14 ) � percent slope), 5- 8D TO STUD ONE SILL SHEATHING SIZE RAFTER GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie 4- 8D TO PLATE PLATE IN BP-3 PLATE TRUSS MINIMUM NUMBER OF 8d COMMON NAILS up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), MTS12 ® EACH JOIST - 7" MINIMUM EMBEDMENT SPACING OR 10 D BOX NAILS PER SUPPORT underloyment `,s U210 2X6 (EVERY STUD) STUD TOS (SEE NOTE 1) (INCHES OC) shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip PORCH POST TO DECK USE: p% AT EACH DECK/PORCH JOIST ATTACH T (SEE ANCHOR SCHEDULE, I x 6 OR 1 x 8 SHEATHING 12 - 24 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 of ON DWGS A-3.1 AND A-3.2) i x 10 DR LARGER SHEATHING 12 - 24 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 PS720 (ALIGN WITH JOIST BELOW) underlayment felt layers with and starting at the eaves , fastened sufficiently to ,1 CID E- NAIL SPACING AT PANEL EGDE (IN) hold in place. PORCH POST TO GIRDER USE: PS720 SIMPSON F- NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) Startingat the eave apply 36- inch wide 914 mm sheets of underla ent, PORCH • �" HDU 1. FOR WALL SHEATING WITH 4 FEET OF THE CORNER, THE 4 FEET EDGE ZONE ATTACHMENT overlapping PP Y { ( H2.5A ATOEACH ROOF TOGIRDERUSE: H 'f (14) SDS Y" X 3" WOOD SCREWS REQUIREMENTS SHALL BE USED. successive sheets 19 inches 483mm , and fstened sufficient) p 4-1Od x 1 1/2 ' 7° MIN EMBEDMENT 2. TABULATED 12" O.C. NAIL SPACING ASSUMES SHEATING ATTACHED TO STUD FRAMING MEMBERS WITH P ( ) { ) ( ) y t0 hold In lace. r, N ,q •• G>0.49. FOR FRAMING MEMBERS WITH 0.42<G<0.49. THE NAIL SPACINGS SHALL BE REDUCED TO 6' O.C. For roof slopes of four 4 units vertical in 12 units. TYPICAL PORCH DECK LEDGER v I�(SEE FOUNDATION PLANS A-3.1 AND 3. FOR EXTERIOR PANEL SIDING , GALVANIZED BOX NAILS SHALL BE PERMITED TO BE SUBSTITUTED r- -- D .• ' FOR COMMON NAIL Ice Protfction Section 3905.2.7., CONNECTIONS- (MINIMUM '° '� A-3.2 FOR LOCATION 4. TABULATED NAIL SPACINGSASSUMEA BUILDING LOCATED IN EXPOSURES ( ) A e. . ) Underla ent in High wind Section R905.2.7.2 DOUBLE STUD) t' x'' g ( ) O ,D oA °•>• .D .'e ;° .• SIMSON STROt;� - TIE " Flashing (Section 3905.2.8) STU Y2 BEARING PLATE A °'° °.o' D .' '; N I Energy Efficiency s aChapter 11,Chapter10 attached report v 1 1/4 C01_ STRAP - 16 O.C. y P ;,b ° �p ° DOUBLE 2X MIN. o, USE 4-8D NAILS ® EACH STUD Mechanical - Chapter 12 ° ° .•a•s° o ,° •°p.��a Q.• Q e System P FOR HEADER OR °, a° N, D HecitGeneral Mechanical S tem - Chapter 13 ^ ° • o D u D D . � o _ o•.d , N, a Exhaunst S stem and IingChp{equipment - Chapter 14 BEAM . o p. D .aa^, a :^. a 4,°.' a °.',a e N,° Duct System - Chapter 16 ?� • p o DOUBLE TOP PLATEP'.1 ROOF RAFTERS Simpson Strong-Tie Z go- D >' D . > D ,',b' DA •,a Combustion Air - Chapter 17 AC4 c °•. c • , a e e Chimneys and Vents - Chapter 18 ~ A. Plumbing - Part VII AT EACH POST o 'ISSPg1 3 4" IMUM D ' s� SEE PLAN o ♦^ cn W EDGE DISTANCE a° D HE�DF_R FLOOR TO FLOOR ,-•° a• o LSTA21 Simpson Strong-Tie U CONNECTION KIIG STUDS CS20 1%" COILED Y2" THREADED ROD L i STRAP. MIN 12" REQUIRED FOR STU 1/2 J9K STUDS OVERLAP AT EACH �V L X SIMPSON STRONG - TIE STUD m 1 1/4" COIL STRAP - 2"MINIMUM CNW NUT COUPLER �( o 16" O.C. USE 4-8D - SIDECOVER tiv ° NAILS AT EACH STUD ° MIN EDGE MIN OVERLAP IS 12" JACK FO SIL DISTANCE* RT2.5 o - SIMPSON STRONG-TIE -'~" • H8 OR 1 1 4" COIL ~' �°,�`"d � :?; MIN EDGE SHEET N0. / STHD8 :=': STOCK FLOOR TO FLOOR Simpson Strong-Tie � •• DISTANCE* WRAP UNDER SILL PLATE AT EACH ROOF TYPICAL STRAPPING FOR AB *NOTE: SEE MANUFACTURERS MIN. OVERLAP IS 12 RAFTER USE 8-16D FRAMED OPEN NG EXTERIOR WALL CONNECTIONS. AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR SILL PLATE TO RIM JOIST AND NAILS AT EACH END, CANTILEVER CONDITION INSTALLATION STUD TO ROOF RAFTER 12" MIN OVERLAP PER WALL TO FOUNDATION CONNECTION PORCH COLUMN CONNECTIONS RIM JOIST TO STUD CONNECTION CONNECTION COMPONENT