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46036-Z
S11fFUL . Town of Southold 12/3/2022 P.O.Box 1179 o - 53095 Main Rd � Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43647 Date: 12/3/2022 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 1040 Oak Dr., Cutchogue SCTM#: 473889 Sec/Block/Lot: 104.-6-14 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/25/2018 pursuant to which Building Permit No. 46036 dated 4/6/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory garage with unfinished storage above as applied for. The certificate is issued to Schulz,Gregory&Kellie of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43118 2/13/2020 PLUMBERS CERTIFICATION DATED Au ori d S'gn e ,rsuFfat TOWN OF SOUTHOLD �oo�° coGy BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE oy • � � 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#: 46036 Date: 4/6/2021 Permission is hereby granted to: Schulz, Gregory 150 Waterview Rd Apt 312 Island Park, NY 11558 To: Construct an accessory garage as applied for. Replaces BP# 43118 At premises located at: 1040 Oak Dr., Cutchogue SCTM # 473889 Sec/Block/Lot# 104.-6-14 Pursuant to application dated 4/6/2021 and approved by the Building Inspector. To expire on 10/6/2022. Fees: PERMIT RENEWAL $325.00 Total: $325.00 Buildin ector o gu°'rcvTOWN OF SOUTHOLD ��.. BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy. • rg SOUTHOLD, NY Cpl � dao. 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#: 43118 Date: 10/9/2018 Permission is hereby granted to: Schulz, Gregory 180 Pine St Rockville Centre, NY 11570 To: construct anaccessory garage as applied for. At premises located at: 1040 Oak Dr, Cutchogue SCTM #473889 Sec/Block/Lot# 104.-6-14 Pursuant to application dated 9/25/2018 and approved by the Building Inspector. To expire on 4/9/2020. Fees: ACCESSORY $600.00 CO -AC Y BUILDING $50.00 $650.00 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 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. 09-21-18 New Construction: X Old or Pre-existing Building: (check one) Location of Property: 1040 OAK DRIVE CUTCHOUGE House No. Street Hamlet Owner or Owners of Property: GREGG & KELLIE SCHULZ Suffolk County Tax Map No 1000, Section 104 Block 06 Lot 16 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ *Pplic t Signature OF SO(/p�®l Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.sox 1179 Q roger.riche rt _town.south old.ny.us Southold,NY 11971-0959 r-0 y BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Gregory Schultz Address: 1040 Oak Dr City: Cutchogue St: New York Zip: 11935 Building Permit#: 43118 Section: 104 Block: 6 Lot: 14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: home owner DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 10 Ceiling Fixtures 4 HID Fixtures Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 5 Smoke Detectors Main Panel A/C Condenser Single Recpt 1 Recessed Fixtures 7 CO Detectors Sub Panel 60a A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 11 Switches 5 Twist Lock Exit Fixtures TVSS Other Equipment: detached garage Notes: Inspector Signature: Date: February 13 2020 81-Cert Electrical Compliance Form.xls �� ��OF SOGIyo # # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm N�' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION [vj FRAMI G STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR OE SOUTyOIo * TOWN OF SOUTHOLD BUILDING DEPT. n °`ycourmN�' 765-1002 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) [ ] CODE VIOLATION [ ] CAULKING REMARKS: (/�✓`c�d1�� SvVV 1 1n/ DATE 1 10 INSPECTOR �* �pF SOUjyOI* TOWN OF SOUTHOLD BUILDING DEPT. couMv,N�`' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL 6"4f, [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ON yk) DATE INSPECTOR ., �c R' ` �� ''� _. :� � � i. • �+ .' �..- i ,�, i� ti � � -. .�.. ., �u r r�• .� s FIELD INSPECTION REPORT DATE COMMENTS V k I FOUNDATION(IST) 0 ------------------------------------ • 1. 'FOUNDATION (2ND) r5 O ROUGH FRAMING& D PLUMBING y' � 0 e INSULATION PER N.Y. , STATE ENERGY CODE FINAL (y y �•� ADDITIONAL COMMENTS 3 �rn d H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,kV 119,74' 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 Suryey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined /-,20 Single&Separate Truss Identification Form ,./ Storm-Water Assessment Form Y Contact: Approved 20 Mail to: Disapproved a/c Phone: Expiration ,20 (ii ding Inspector SEP 2 5 2018 APPLICATION FOR BUILDING PERMIT DEQ. Date � -Z/ ,20 F.�}�, 1�"�� D INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspectionJ I s (Signature of applicant or name,if a corporation) 4576 Middle Country Rd., Calverton, NY 11933 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer,general contractor, electrician,plumber or builder agent Name of owner of premises Gregg and Kellie Schulz (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. M-60709 Exp.8/01/20 Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 1040 Oak Drive Cutchogue, NY House Number Street Hamlet County Tax Map No. 1000 Section 104 Block 6 Lot 14 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 vacant b. Intended use and occupancy Residence with a detached two-car garage 3. Nature of work(check which applicable):New Building X Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost $275,000 Fee $1,564 (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 2 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 Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear 5A'4" Depth 41'5" Height Number of Stories 2 9. Size of lot: Front 112.54' Rear 112.58' Depth 125' 10. Date of Purchase MM 206 Name of Former Owner. No CTO 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 X NO Will excess fill be removed from premises?YES NO X 14.Names of Owner of premises Gregg&Kellie Schulz Address 180 Pine St., Rockville cenphone No. 516-376-8907 Name of Architect Douglas C.Haring Address Phone No 631-304-8646 Name of Contractor Owner/Builder Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X 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 X 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 X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Joseph Turner,Jr. being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Agent (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;dNi1dJfl0lh$qnk will be performed in the manner set forth in the application filed therewith. Nwary Public,State Of New YQrl No.QiPE619617 S to before me thiQualified,in Suffdk County day of �20 g L".Ornmission pirev i ovesnber 17,20 ap Notary Public Signature of Applicant i Scott A. Russell ST 0�]KI�� WA T]E1K SUPERVISOR MA\NA\GIEM]ENT SOUPHOLD TOWN HALL-P.O.Box 1179. �" 2 53095 blain Road-SOL3ITiOti.D,NEN'YORK 11471 , Town of Southold CHAPTER'236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES. THIS PROJECT INVOLVE ANY OF THE FOLLO'WINQ Yes No (61ECk au THAT Ai'i3 V [ ❑ A. Clearing, grubbing, grading..or.stripping of land which affects more than .5,004 square feet of ground surface. El B. Excavation or filling involving more than 200 cubic yards of material within.any parcel or any contiguous area. ❑� C. Site.preparation on slop:es which exceed 10 feet vertical rise to IN feet of horizontal distance. ❑ D.'Sifie preparation within 100 feet of-wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain-as .depicted on FIRM Map of any watercourse. 0 F. Installation of new or resurfaced Impervious surfaces of 1,000 square feet or more, unless prior approval of as Stormwater Management Control Plan was received by the ')town and the proposal includes in-kind replacement .of impervious surfaces.. If you answered N0.to all of the questions abore, STOP! Complete the Applicant section below with your Name, signature,.Contact Information, Date g County Tax Map Ntimberl Chapter 2-36 does notapplp to your project. If jou answered YES-to-one or more of the above,please submit 7lWo copies of a Stormwater ldanagement Control PIan and a completed Check List Form to.the Building Department wit-your Building.Permit Application. APPI kiAigt, {Pro(ietty t,,=.tnisn Pro(e,fotul Agent.Contmactgr,Other) S.C.M.°: 1000 �IA1SE :f SilAV tAt' FOR WILDING DEP..ARTMENrl-USI~ONLY Contact Infanati= Revic%ved By-, dress./Location of Construction Work: DatJa– e- Property © Approved for procwft Budding Permit. 'Stormwater Management Control Plan Not Requtred. 11� 0 - e_ Stormwater Management Control Plan u Required. L}' 04 _� (For-ward to.Eriguxering Department for Review.) FORM ' SMCP-TOS MAY 201 - APPLIC,Wr- S:C.T.M.": 1000 CHAPTER 236 QMwIty Oomm DnIJO Wt•uiaaal.Afrat,Ccmtr.2nw,the —T-s- - — Stormwater Management Control Plan CHECK LIST NAMEEjLt r Sedtou Stuck Int t� tl S:XC P -Plan Requirelnents Provide ONE copy of the Budding Permit Applicalioa Date. '17�e,applicant must prowl(-a Complete xplariation and/or Reason for not providing all Information that.hav,tven Required by the following Checklist! 1. A Site Plan drawn to scale Not Less that G0' to the inch MUST Nd NA If You ammere'd No or NA to any Item, Please Providc Jib-tificailon I Jerel show all of the following Items — If you need additional room for mplanations.Please Provide addil lonal Paper. a, Local ion&.Descri I ton of Propert Bdundarics [� b. 'Total Site Acreage. Rt3S1p[ , ,tett8� c. Existing- Natural&Man Made Features within 500 L.F. dtlkidu e- ut.1t ; of the Site Boundary as required by 1323G-17it.U. •i n�a�Itttaittd , d, Tet Hole Data Indicating Soil Charactertsttm 9 Depth lo.Grobrid Rater. julie Hbckdd,SRffeF1C'ingj rsby tip�r& c. Limits of Clearing& Arca of Pro owd Land Dlsturbancc. os d WVP F. Existing& Proposed Contours of the Site f immum 7lntcrvabd g. Location of all existing& proposed structures, roads, driveways,sidewalks,drainage im rovernents& utilities: — 4:.REQUlR h. Spot Grades& Finish I-loor Elevations for all existing& r nGa- L,aro proposed structures - - rove holt,'"- tication I. Local ion of proposed Swimming Pool and discharge rin;, the gel as een iiistalleo1d We. j. Local Ion of ro .ed'Soll Stockpile Area(s). k. Location of proIxysW Construction Entrancc/Staging Arca(sL 1. Local ion of proposed concrete washout areas). M. Location of all proposed ero;ton&s`diment control measure,. 2. Stormwater Management Control Plan nisi uicltuleVAIculatiotsshim-Ins Il�t the torinwnter improvementsarc:died tocapitmt;star,,null infiltrate on-site the run-off from all irnpervlous surfaces generated by a two(21 Crich rainfall/storm event. 3. Details&Sectional Drawings for-%torrnwattr practim are iequired for approval. Items requiring detail shall include but not be limited to a; Erosion&Sediment Controls. h. Const ruction,Ent tanLe&Site Access. c. Inlet Drainage Structures (eg.catchtusimtrench drami,etc.) d. Leaching.St ructures(eg.infittrat ion hasjre;swat=4etc.) FOXENGINEE dNG- CPAt. ► .I, ,S•,;K}}VLY"" Additional Information Ls Required. Reviewed& � � Stormwater Management Control Plan is Not Complete. Approved By: - - - — — — — — — — — — — — — — — — — — — — — — i Stormwater Management Control Plan is Complete. Date � GIVIT l SMtP has been approved by the Engineering Department. FORM ' SWCP Check List -TOS MAY 2014 ��g11FE0[�-4. BUILDING DEPARTMENT- Electrical Inspector ��- TOWN OF SOUTHOLD 5 Cr* Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 'roaer::richert .to.wn s6Uthofd by us: APPLICATION FOR ELECTRICAL INSPECTION _ _.............--- _ -- REQUESTED BY: Date::. . Company Name: Name: _._......_ _: ... License No.: email: Address: ...-............_...._... _ _ ... .._..._.__..... __..._....... Phone No: _ JOB SITE INFORMATION: (All Information Required) c; Name: kA--11,-L— I.. C�. Address: Cross Street: t GjG Phone No.: l 02>7 1.1 0 0 � , - - - _. Bldg.Permit#: 3� . email:., - _ Tax Map District: 1000 Sectio1.n: lAJ _Block:.__. BRIEF DESCRIPTION OF WORK(Please Print Clearly) (JeA0 S'--_rZUL cj'--- Circle All That Apply: Is job ready for inspection?: C�E / NO oug In FinalDo you need a Temp Certificate?: S / NO Issued On , .. Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: .aZ)D A # Meters_ Old Meter# New Service - ire Reconnect- Flood Reconnect- Service Reconnected -Undergroun - Overhead #-Underground Laterals - 1_ 2 H Frame Pole Work done on Service? Y N.. Additional I nformati6n: PAYMENT'DUE WITH APPLICATION. a,�s r i 82-Request for Inspection Formas C) �r CA? Town Hall Annex t�y�. Telephone(631)765-1802 54375 Main Road � Fax(631)765-9502 P. O. Box 1179 Southold, NY 11971-0959 DIP BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED. WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: Gregg & Kellie Schulz Location of Property: 1040 Oak Drive, Cutchogue, NY Please take notice that the (check applicable line): x New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) x Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) ; Roof framing (R) x Floor and roof framing (FR) Signature: Name (perso s bmitting this form): Jose Turner, Jr. Capacity(check applicable line): Owner x Owner representative TrussRegl5.doex Effective 1/1/2015 Lj SURVEY OF PROPERTY N MAR 1 3 2019 , A T CUTCHOG UE - TO WN OF SO UTHOLD TOWN OF SO OLD SUFFOLK COUNTY, N. Y. 1000-104-06-14 SCALE. 1'-30' AUGUST 27, 2013 FEB. 7. 2014 (PROP. HOUSE & GARAGE) FEB.19, 2014 (ADDITIONS) APR. 24. 2014 (REVISIONS) MAY 28, 2014 (REVISIONS) FEBRUARY 11, 2019 (FOUND. LOC.) WE'D-pNOS E0� OF WEA-ANDS m � DRIVE OAK �,�• EL, 4.8 _ wIAN^ �7 ....... ! � vv EL. 5.1 PAVEMENT ' � EDGE DF 12.54 a EL. 5.2 nM N79� .1013 Ln .► C J ��Gj�• W 0 �c � i IIS 287 �19� b.. r. Re .2 Op 4 4 � . 1bz, r 5'o 16.T F0��pA(1014 2• (n fND O 07- Z O TOP OF O E�:9.1. o c; 21.0. .. 44.3' 0� Z 24.0' 20. •� 3A' 5.D. m 13A' 5. p` 25. ?� � ppZ10N 4 FO LLO CATION lOp OF fND' 7.5' moo, 25.0' EL. 8.0' l 112.58 . PIPE EL. 7.5 0.6'N� S75'46900aW R N101F dENSO ELIZABETH STE pv8 x TEST HOLE DATA w .` BY McDONALD GEOSCIENE �I/v 8/12/13 7:40AM EL 8.8' �j BROWN SANDY LOAM OL 0.5' PALE BROWN SILITY SAND SM 4' PALE BROWN FINE SAND SP EL 0.8' WATER 5.8' WATER IN PALE BROWN FINE SAND SP I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. FLOOD ZONES FROM FLOOD INSURANCE. RATE MAP The location of wells, cesspo water shown hereon c MAP NUMBER 36103CO164H SEPTEMBER 25, 2009 from field observations a .00- obtained from others ELEVATIONS REFERENED TO N.A.V.D. 1988 g AREA=14,443 SO. FT. LIC. NO. 491 ANY AL7FRA77ON OR ADD/AON TO THIS SURVEY IS A WOLAAON, E �rg`� S P.C. OF SEC77ON 7209OF THE NEW YORK STA72= EDUCA77ON LAW. EXCEPT AS PER SEC110N 7209—SUBDIVISION 2. ALL CER77FICA71ONS 1 $ FAX (631) 765-175 HEREON ARE VALID FOR THIS MAP AND COPIES 7HEREOF ONLY /F SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1 L R STREET r, WHOSE SIGNATURE URE APPEARS HEREON. - • =PIPE SOU TNOLD, N.Y. 115 `--- t 0 —�� GRADING PUN N F.F.d,r ��n WAVE EL r SURVEY OF PROPERTY r W � A T. CUTCHOGVE PMTOWN OF SO UTHOLD SEP77C SYS7EM(3 BEDROOM MAX) A� as, -SUFFOLK' COUNTY N. Y. [51 LEACHING POOLS 2'DEEP X e'DIAMETER 1000 104-06-14 [I]toxo GAum sEPnc rmK. SCALE 1'-30' TO BE BUILT TO SUFFOLK COUNTY DEPARTMENT OF AUGUST 27, 2013 HEALTH SERVICES SPECIFICATIONS FEBRUARY 7, 2014 (PROP. HOUSE & GARAGE) FEB. I9, 2014 !ADDITIONS! *00 K - DRIB 5-V VOF pA T $ 112..5 x \N79412''i0 ® . cc LSE OF pHA pIrESV ZONE A oao„ -v RAW RUNOFF CONTAINMENT g, m (EL-•6) o �8 r HOUSE,& PORCW .= 2159 sq.fl.. o pv1 a r r GARAGE - 676'sq.fl. ? + a ; cn 0 4996 sq.fl. d \ D _,FLOOD'�ZONE LINE y 4996 x ! x 0.17 = 849 cath. 849/42.2ZONE X. = ZO VF. /( 35. -;0s PROVIDE DWs 8'0 x 4' deep 0 �` y ,r :_ ST'. --�\ • _ oLP { ,fir • ` � � b - �i CR 07- n z Z O �o•�' pY EN"A. w Ho � 0,., - .. c��; CONST` • OPS A, E4 7.5 350! FOR �. AREA50IL DTo 112.58 pIPE a� .46 0 a6 N - -S'5 0 ANG R . WNG �R . . ?1�•SEVENSON . . TEST HOLE DATA _ �pc WAZE4tZA8E BY McDONALD GEOSCIENE " 8/12/13 7:40AM EL 6.6' BROWN SANDY LOAM OL 0.5' PALE BROWN SILITY SAND SM PALE BROWN FINE SAND SP d EL 0.8' 5.8' WATER - WATER IN PALE BROWN FINE SAND SP _ lam familiar with the STANDARDS FOR APPROVAL AND CONSTRUCT70N OF SUBSURFACE SEWAGE ��� DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by.the conditions set forth therein and .on the permit to construct. FLOOD ZONES 'FROM FLOOD INSURANCE RATE MAP . - MAP NUMBER 36103C0164H SEPTEMBER 25, 2009 the location of wells, cesspools & public water shown hereon are = ob- at son from field d or from data obtained from o th ers. ELEVATIONS REFERENED TO N.A.V.D. 1988 �P4�op tvE�,rp AREA 14,443 SQ. FT. CO �• �'�G N.Y.S LIC. NO. 49618 ANY ALTERATION OR ADDITION TO'THIS SURVEY IS A WOLA77ON Tis a 3 P CONIC YORS P.C. OF SEC77ON 7209OF THE NEW YORK.STATE EDUCATION LAW. r EXCEPT AS PER SECAON 72W SUBDIVISION 2 ALL CER T117CA 770NS < 31) 765--5020 FAX (631). 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF .O. BOX 909 SAID MAP OR COPIES..BEAR THE IMPRESSED SEAL OF THE SURVEYOR cs 4$°�$ `� 1230 TRAVELER STREET ry WHOSE SIGNATURE APPEARS HEREONSOUTHOLD, N.Y 11971 / �� � GENERAL NOTES: Table 3.1 Nailing Schedule 2015 WFCM Table 3.9A Rafter/Ceiling Joist Heel Joint Connection Requirements HEADER ANCHORAGE DETAIL RAFTER TO RIDGE DETAIL ( INSTALL ® 16" ON CENTER) C. (Prescrip9te Allemative to TBble-1.9) I. ALL MATERIALS,ASSEMBLES, CONSTRUCTION AND EQUIPMENT SHALL CONFORM TO THE INTERNATIONAL Number of Number of RESIDENTIAL CODE FOR ONE AND TWO FAMILY DWELL.IN65, 2015 EDITION. idne Description Common Naik Li Boa Nairs Nail Spacing Roof Live Load Ground Sno►v load BEAM AND RIDGE NOTEI BEAM AND I LY ACCEPTED 6000 PRACTICE IN THE APPLICABLE TRADES. ROOF FRAMING i+ 20 psf 3a pef so psf 7a psf STRAP a" Ib" MINrp ®CHH RAF RC,520IW � ts„ IMIN.STRAP 2. WORKMANSHIP SHALL CONFIRM TO GENERAL AaftertoTo Plete Toe-nailed TABLE 3b FOR CONNECTION P 1 I Is Tah a 3.4M (see Table 3.4Ai per r+'`Ter Roof S a (ft) REMIREMENT5 � o 3. ALL DIMENSIONS SHALL BE GHI=GKED IN FIELD BY GONTRAGTOR PRIOR TO ORDERING MATERIALS OR CtilinflaintoTopPlate{T°e-na7ed) {seeTab'e3.d4m (se[T37f13.4AI Pe•!O1'• 24 36 12 24 . tCOMMENCING CONSTRUCTION FIELD VERIFIED DIMENSIONS SHALL TAKE PRECEDENCE OVER 5CALIN6, NOTIFY Ceiling Join to Parallel Rafter(Face-na,Ted( 1,eeTa3't39S) (see Table34A1 to&lap \b+Ceiling loin Laps overParti6ons{Face-neiledj is earTab°e3.9Aj (see Table39AI eachap RafterCn ARGHIT'EGT OF GONFLIGT3. - ifafter5la4. ALL CONCRETE SHALL BE MINIMUM FG= 3,000 P51 STRENGTH AT 28 DAY TEST. colter Tie to Rafter(Focer"Oed) (see Table 3 61 I:teTable 3.5. pe-tie peSpacing(in) Required Number of 16d Common Or Box N ils per Heel Joint Connection''4"s °Blocking to Rafter(Toe-naffed] 2-Sc 2-lod each e'd "• ao(NOTE ALL EXTERIOR CONCRETE STEPS AND GARAGE SLABS SHALL BE MINIMUM FG- 3,500 P51 STRENGTH AT 26 DAY Rim Board to Rafter(End-neded) 2-16d '.-16d each end 12 3 5 8 3 6 9 5 9136 12 17 • { o '° cl TESTS 3132ll LSTA21 0 0 RIDGE NOTE: ° WAt1FRAMING i6 4 7 10 4 8 12 6 2 17 8 1 23 LSTA21 o AT CATHEDRAL CEILING USE ° 5. ALL FOOTING$ SHALL BEAR O)J UNDISTURBED 501E HAVING A MINIMUM BE CAPACITY OF 3,000 L.B. PER Top Plate to Top Plate(Fece•nsiledi 2-16d' 2.16d Wfoot 19.2 4 8 12 5 10 14 7 1 21 9 S 27 c o *SIMPSON"LSSU210 HANGER e ct S.F. TopPlates atlmersectiore(Face-naaetr) d•16d 5-16d jdn�-each s2-_ 24 5 10 15 6 1' 13 9 17 26 12 23 3d o EACH RAFTER Ib"OG.SEE �) 6. ALL PLUMBING SHALL BE IN ACCORDANCE WITH 2015 INTERNATIONAL RESIDENTIAL BUILDING CODE. AND LOCAL HeStudert Header 2-6d 1 6d 211 o.e i2 3 4 6 3 5 7 4 7 10 5 9 13 o TABLE 3b FOR CONNECTION T Header to Header(Fixe-nailed) 15d 16E lE'°G a'o�E edges RECTI UIREi"IENTS CODES. 26 3 5 8 3 6 9 5 9 13 /9-, l 1-1 17 ' -(. ELECTRICAL SHALL BE IN ACCORDANCE WITH N.E.S. AND CERTIFIED BY N.Y.S. BOARD OF FIRE UNDERARITER5. 'FopwBottom Plate toStud(End-neited) ),seeTab e3SA) (seeTa31e55A1 per st',rd 4:12 192 3 6 9 4 7 L' 6 11 6 14 21 90 //) 8. ALL LUMBER SHALL BE DOUGI.AS/FIR No. 2 OR BETTER, MIN. Fb-6'35 P.S.I. UNLESS OTT-ERWISE NOTED. eatwrnPlatetoFio°rjorse,ttanajoin,En�on 2.16x" 2•1se" pr foot 24 4 8 11 5 9 13 7 13 1_ 1? 26 RAFTER TO WALL DETAIL ( INSTALL ® I6" ON CENTER ) r^ * or blocking(Fact-neat 12 3 3 5 3 4 6 3 6 8 4 7 11 V) \t Jci. ALL STRUCTURAL HEADER5 TO BE (2) 2"x6" UNLESS OTHERWISE NOTED. FLOOR FRAMING 16 3 4 6 3 5 7 4 7 11 5 9 14 0) 10. ALL FRAMING SHALL BE DOUBLED UNDER PARTITIONS, POSTS AND AROUND ALL OPENINGS. Joist to Sill,Top Plate or G,irder((oerns�led) 4-Sc 4-10d pe•.o'r. 5tiz 0) II. ALL HVAC EQUIPMENT SHALL MEET REQUIREMENTS OF THE 2015 INTERNATIONAL ENERGY CONSERVATION BddgingtoJoixt(Toe-nailed) 2-Lc 2-1Od cache-d 19.2 3 5 7 3 6 9 5 9 I3 6 11 17 ° Blocking to Join(Toe-nailed) 2-2d 2-10d each end 24 3 6 9 4 7 11 6 11 14 21 M 1W CODE REGUIREMENT5. Blocking to Sill or7op prate(Toe-nailed) 3-16d 4-16d ax11 mod 12 3 3 4 3 3 4 3 4 6 3 5 8 SIN6L E STRAP APPLICATION ®; TOP PLATE TO STUD (1 J � 12. HABITABLE SPACE MUST MEET EGRESS REC,TUIREMENTS PER INTERNATIONAL RESIDENTIAL BUILDING GORE Ledger Ss p toBnm(face neited) 3 i6e 4-16d cath ja t (MULTIPLES MAY BE U5ED) USE "SIMPSON" HI05 TIE 9 � m 26 3 3 5 3 4 5 3 5 8 4 7 10 ® °o W/(6} bd COMMON UQ SECTION R510-2.1 MIN. 5 5.11. OPENING ON FIRST FLOOR WITH 20" MIN. WIDTH AND 24" MIN. HEIGHT,5.1 S.F. ON Joist on Ledgerta tbnm(Tot-nerkd) 3-Sc 3-10d pejo:s•. 7112 o 0000 Band Joist to foist(End haled) 3 1611 4-S 6d per o- 191 3 4 5 3 4 6 3 6 9 4 8 12 o° _ �\ 4) THE 2nd FLOOR, AND HAVE A .51LL HEIGHT NOT MORE THAN 44 INCHES ABOVE FINISHED FLOOR. j -- o NAILS 0 EACH RAFTER, _ Z Band Joist to Sill or Top Plate(To"a4ed) 2446 3-11'2d pe-for. 24 3 5 7 3 5 8 4 8 11 5 1'L) 15 USE SIMPSON o° TOP PLATES $STUDS R `' m 13. WINDOWS AND DOORS SHALL 13E WEATHER STRIPPED AND CAULKED. ROOF SHEATW.NG 12 3 3 3 3 3 3 3 5 3 6 LBPS 5/5" BEARING coo )L. 'D 0 n PLATES AT EACH o°° ♦ �-i C 14. USE SAFETY 6L.AS5 ON ALL WINDOWS IN TUB OR SHOWER ENGLOSURE5 WITH SILL HEIGHT LESS THAN 60 wood ftructwad Pant: 6r. 140 I.ec Tn!c 3,14; 16 3 3 4 3 3 4 3y 6 3 5 8 o° ABOVE FINISH FLOOR AS PER 2015 INTERNATIONAL RESIDENTIAL BUILDIN6 CODE SECTION R-308 4 R-306.4.5. Diagonal board Sheathing 91111 r ANCHOR BOLT. ° 19.2 3 3 4 3 A 5 37 3 6 9 r ( INSTALL ® I6" ON CENTER ) J.� nK 0 C1"xfi'or1"x11' 2-6d 2-1od t2erc�Dport W`JX15. &LAZING SHALL CONFORM TO 2015 INTERNATIONAL RE51DENTIAL BIALVIN6 CODE SECTION R-306. 1"alo"orwder 3-6d 3-14d ser: soot 24 3 4 5 3 4 6 3 9 4 8 12 . ;I �-. �` CEltl•,GSHEATHING 3 3 3 3 3 3 3 3 4 3 3 5 a .a, STUD TO SILL PLATE @ SLAB DETAIL r"I - O CLIMATIC &GEOGRAPHICAL DESIGN CRITERIA- INTERNATIONAL RESIDENTIAL CODE TABLE R301.2(1) 16 3 3 3 3 3 3 3 5 3 4 IS GAGE I ITIE DO MIN ,:�,� ypzum 1V allboard So coole•s so coo erx 7'edge!10'f e:c 12112 STRAP TO TIE DOM STUD TO . . �// O WALL SH ATWNG 39.2 3 3 3 3 3 4 3 4 6 3 5 7 SILL PLATE TO FO-INDATION. .?, (� .` RAMM t WIND DE516N SEISMIC 5UMMOT TO OAMA6E FROM WINTER ICE SHIELD 24 3 3 4 3 3 5 3 5 7 3 6 9 '. `✓ 0 DE516N Y- FLOOD AIR Wood Strvctv11l Paneth Ec lOc 1111 Tao e 3 11> i u u `9'10H 5PEEDd TOPOSRAPHIG SPECIAL AND NMtJD-Bowe OM16N FROST LINE ggMP,f MENT RDSh FREEZING l• S Hee'airrmrnertiortsarenotre vlredwhentherldgeisse, oredb aloadberr-n wa'I,headerarrid ebeamdes)_nedm ?' USE SIMP50N Use ever other nail hole in a row to � � LOAD EFFECTS k RE610N(U DEBRIS ZONE m CA3TH"_SORY 9 MEATHERIN6 a Dl'PTH b TERMITE e _ structural Fiberboard Panels 1 q pp Y g g _ y Z (mpW REGtUIRED INDEX N 1/2' 11 p_ga!v.ro eng nal - 3"arse/6"ile'd resist the appried load,. FLOOR J O I ST BRIDGING 0518 I 1/4"x 18 GAGE provide the code-required minimum (:� _J O O 050 FS.F. 130 MP.H. YES 1,5Oo OR LE55 8 SEVERE 3'-O" ATo A711 REWIRED N/A Seta iD.i20'sl-1/:ars,J/ib «earl 2 1Mhen intermediate support ofthe rater s provided by verti•ai struts or purl:n_to a loalt-3ring wall,the tabulated hee'.joint GALV. COIL STRAP Z center-to-Center spacing for nails ((� 1- - 25132' 11 Sia_gals roofing nab - 3"else/6"Feld cortnect=.can requirements shall be permitted to be reduced pro�rtionally to the reduction in spar. W/ (4)-10d 1/2" ^ `�a S 10120'x3-3'4'10-g x 3,11'herd; 3 Equivalent connections are required for ceding joist to ceiimg joist lap splen_ NAILS ® EACH ENDis I _ lin i'M 51t I POUND FER.,QUARE FOOT 0.04101 kPa,I MILE PER HOUR a 0.441 M/S VV Gypsum Wallboard Sd molars Sd coomerx 7"edge/30"fe!2 a t r R OF STRAP 16" O.G. GONGiRETE SLAB O a.WEATHERING MAY REQUIRE A HIGHER STRENGTH CONCRETE OR GRADE OF MASONRY THAN NECESSARY TO SATISFY THE STRUCTURAL Tabulated beet joint ccfsrettion requirements do riot inCude the addRioral we ght of the cel in,assemtdy. REQUIREMENTS OF THIS CODE.THE MEAT1-ERiNev COLUMN SHALL BE FILLED IN WITH THE WEATHERING INDEX,"NE&LI61BLE,"*MODERATE"OR Hardiroerd se fid (sae Table 3.110 i V Partickboard Pavers cc Ed (set rr anu;:tu- 6 S Tabulated heel joint correction requirements assume cei-ing joists or rafter tiles are located at the bottom of the attic space. 0 0 ry "SEVERE"FOR GOWRL"TE AS DETERMINiM7 FROM FIGURE R8012(5).THE 6RADE OF MASONRY UNITS SHALL BE DETERMINED FROM ASTM G S4, When cei'Irg joist,or rafter ties are tocated higher in the attic space,rso attic storage is assumed,and the tabulated heel joint + USE "51MPSON" � t- � ,-�-O G 55,0 61,G 13,G 410,G 1241,G 145,G 216 OR G 652. Diagonaf Board Sheething ,` b.THE FROST LINE DEPTH MAY REQUIRE Dim FOOTIN155 THAN INDICATED IN FIGURE R40S.10U.THE JURISDICTION SHALL FILL IN THE FROST 1'x6'or 1.1111' 2-5d 2-10d Pet:.IDODrt connection requsements shall be increased by the follmvi.g factors: 5"X5" LBPS 5/6" � M v In LINE DEPTH COLUMN WITH THE MINIMUM DEPTH OF FOOTING BELOW FINISH GRADE. 1"alo•or wider 3-Cd 3-10d oar suDxrt e.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE TO INDICATE THE NEED FOR PROTECTION DEPENDING ON WHETHER THERE HAS BEEN Ceiling Height/Top Heel Joint Connection BEARING PLATES A HISTORY OF LOCAL SUBTERRANEAN TERMITE DAMAGE. Fii►ORSHEdTH'rtiC, Plate-to-Roof Ridge ® EACH 5/8" DIA. J•� n � d.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH'THE WIND SPEED FROM THE BASIC,WIND SPEED MAP EFIGURE R901.2(4)AI.WIND wood Structural Panel Height IH,_/Hh) Adjustment Factors ° W`J EXPOSURE GATE60RY SHALL BE DETERMINED ON A SITE-SPECIFIC,BASIS IN ACGOROANGE WITH SECTION RSOL2.1.4. 3"orte-.s U Sot: 6"edge/1'_•ftle "" 1/2 2Qi11 "51MP50N" TYPICAL X 8" DEEP MIN e.THE OUTDOOR DESIGN DRY-BULB TEMPERATURE SHALL BE SELECTED FROM THE GOL.IUHINS OF°l'T-1/2 PERCENT VALUES FOR WINTER FROM , I • gmetertharil" lad 16d 6'edge/12'felr T T-•w-- - CONCRETE MINIMUM _..j APPENDIX D OF THE INTERNATIONAL PLIJMBIN6 GODS.DEVIATIONS FROM THE APPENDIX D TEMPERATURES SHALL BE PERMITTED TO REFLECT 1/3 1.50 NG INSTALLATION . Fc= 5,000 PSI ANCHOR BOLTS Diagonal Board '� I n V-.4 LOCAL CLIMATES OR LOCAL YeATHER EXPERIENCE AS DETERMINED BY THE BUILDING OFFICIAL. 3"x6'or i'xa' 2-lid 2-104 peraaDoo't �. 114 1.33 SPACED 5-O O.G. e J F.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE SEISMIC OM16N GATE60RY DETERMINED FROM SECTION 830122,1. 1•xlo'erwider 3-U 3-10d Derajzo°rt FLOOR JOIST STRENGTH AT 28 AS PER 2015 EDITION _�'T-7] g.THE JURISDICTION SHALL FILL IN TH15 PART OF THE TABLE WITH(A)THE DATE OF THE JURISDICTIONS ENTRY INTO THE NATIONAL FLOOD 1/5 125 INTALL CROSS 58106E MIN. 6'-O" DAYS t-4--.4, �� J INSURANCE PROGRAM(BATE OF ADOPTION OF THE FIRST CODE OR ORDINANCE FOR MANAGEMENT OF FLOOD HAZARD AREAS),(B)THE DAT'EW rirlir;recuirerrents a-e based on wall sneathing na"lec Manche:sl erTer aT the pane•edee.A:ernetiVe na.h-g sct•edules saa I 1/6 1.20 O.C. OF WFGM TABLE 5.2A T OF THE FLOOD INSURANCE STUDY AND(G)THE PANEL NUMBERS AND DATES OF THE CURRENTLY EFFECTIVE FIRMS AND FBFMS OR OTHER be used where wall sheath:',g rallirg ix reduced For e.=�pte,?$Rall sl•eatKni;is na"ed 3 irrhesorKerter at the panel edee to 1/10 1.11 FLOOD HAZARD MAP ADOPTED BY THE AUTHORITY HAVING JURISDICTION,A5 AMENDED. ob air H'gFershex•capacities,Dailirg recti-emerts for stn,ctural ae•nbon small be dot3lee,or a ternate connect°rs;Aall be (NOTE USE TRIPLE ZING GONNEGTORS) h.IN ACCORDANCE WITH SECTIONS R0f05.1.2,R0105.4.51,R01o5ss.l,80105.6.51,R4OS.1.3.1 AND RoI05.691,YWHERE THERE HAS BEEN A c,rc to•r;a•nta•1 The load'pots_ Note1 Lateral deflecrrn of the rafter below the rafter ties may exceed 3/41rch when rafter ties are located above one-third of DECK DETAILS ct HISTORY OF LOCAL DAMAGE FROM THE EFFECTS OF ICE DAMMIIN6,THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH " V;4er wa`sheath irg is conternaw over corrected tram.'he s.t`e tahula ted rurnse•of rails Sha-'be Permitted to be rtdued to the top plate-to-roc!ridge height,H",or when H,is greater than 2 feet and more require additional consideration. l t 1i OYESA OTHERWISE,THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH ONOA i-16dnaaat,foot STUD TO SILL PLATE DETAIL ( INSTALL a 16" ON CENTER ) `r'a4 I.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE 100 YEAR RETURN PERIOD AIR FREEZING INDEX(BF-DAYS)FROM FIGURE LphTE�' R405V2)OR FROM THE 100-YEAR(4141 PERCENT)VALUE ON THE NATIONAL.CLIMATIC DATA CENTER DATA TABLE"AIR FREEZING INDEX-USA ROOF SHEATHING NOTE: (:� METHOD(BASE 32 DEG.F) Table 3.4A Raffer and!or Ceiling Joist to Tap Plate Lateral and � �XpUSI(rQ' USE "SIMPSON" J.THE JURISDICTION SHALL FILL IN TH15 PART OF THE TABLE WITH THE MEAN ANNUAL TEMPERATURE FROM THE NATIONAL CLIMATIC,DATA CENTER Shear Connection Requirements x o (GAN USE IOd BOX NAILS INTERIOIR ZONE- Ib ON-CENTER RAFTER/TRLJ55 5PAGIN6 DATA TABLE OAIR FREEZING INDEX-USA METHOD(BASE 5215F)A (Pr>:scriptiveAlternativetoTatle3.4) .•o 6520 Use every other Hall hone In a row to k.IN AGcORDANCE WITH SECTION R5012.1.5,WHERE THERE 15 LOCAL HISTORICAL DATA OOGUM!:MN6 STRUCTURAL DAMAGE TO BUILDINt55 DUE AS ALTERNATIVE) NAIL 5PAGIN6-PANEL EDGE- bd COMMON O b"ON-CENTER •0• " 0. I 1/4"x2O GAGE z provide the code-requllred minimum TO TOPo6RAPHIG WIND SPEED-UP EFFr�:Ts,THE JURISDICTION SHALL FILL IN THIS PART of THE TABLE WITH'YES. OTHERWISE,THE NAIL 5PAGIN6- INTERMEDMIATE SUPPORT-6d COMMON® 12"ON-CENTER GALV. COIL � center-to-Centers spar-Ing for nails JURISDICTION SHALL INDICATE "NO" IN THIS PART OF THE TABLE. 7Myr.Wind Speed 1 .MJRISD�ICG ON SHALL FIFLLCAINETHRI9 PIAR4)A,V*eiRE THERE IS LOCAL T ABLE WI "YES"AND IDICAL DATA ENTIFY ANY SPECIFIC(REQUIREMENTS.OTHERWISE,THE JURISDICTION 3-second st mphi SO 115 120 1 140 0 260 170 180 PERIMETER EDGE ZONE- ib" ON-CENTER RAFTER/TRUSS 5PAGIN6 °o STRAP I p g k4� USE "SIMPSON" SHALL INDICATE"NO' IN THIS PART OF THE TABLE. Rafter/Cei(ingloisi Wali Numbe f Sd C mon Nail or IOd Box ails(Toenailedl NAIL 5PAGIN6-PANEL EDGE- 6d COMMON a 6"ON-CENTER t•:•. MV/ (70-5d 1/2" nn1tM.IN ASGGORDASNGE WITH SECTION R30L.21.2.1,THE JURISDICTION SHALL INDICATE THE WIND-BORNE DL�RI5 WIND ZOHE(S).OTHERWISE,THE „ w 3x3 LBPS 5/8JURISDICTION SHALL INDICATE 'NO" IN THIS PART OF THIE TABLE. SP�ng On) Height e•quire I i ach Rafter a d/or Ceill gJoist to Top P eCannecti ''0NAIL 5PAGIN6- INTERMEDMIATE SUPPORT-6d COMMON O b oN-GENTER NAILS ® EACH END BEARI N� PLATES B 2 2 2 2 3 3 3 3 3 2"MINIMUM 51DECOVER Simpson Strong-Tie OF STRAP 16 O.C. EACH' S/8" DIA. REFERENCE STANDARD FOR DESIGN OF STRUCTURE SIMPSON STRONG-TIE 12 8I 10 2 z 3 3 3 3 3 WALL SHEATHING NOTE: Simpson Strong-Tie Simpson strong-Tie PC II ABU44 F54,4 x 8 DEEP MIN 0 AMERICAN WOOD COUNCIL(AWG),WFGM 2015 EDITION STRAP-TIE HOLDOWN 16 e 2 2 2 3 3 3 3 3 (GAN USE IOd BOX NAILS INT'ERIOiR ZONE-tb"ON-CENTER STUD 5PAGIN6 11 ANCHOR BOLTS z 10 2 2 2 3 3 3 3 3 3 4 Sim son Stron Tie I " WOOD FRAME C.ONSTRUGTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS. A5 ALTERNATiVE) P 9- SPACED 6-O O.G. MAX, j 24 8 3 3 5 5 5 5 5 5 NAIL 5PAGIN6-PANEL EDGE- 6d COMMON 10 6" ON-CENTER DBTI 8301.4 DEAD LOAD. THE ACTUAL WEIt5HT5 OF MATERIALS AND 10 3 3 3 4 5 s s 5 5 6 NAIL 5PAGIN6-INTERMEOMIATE SUPPORT-6d COMMOM O 12"ON-CENTER AS PER 2001 EDITION ktll DESIGN LOADS: COiVSTRUGTION SHALL BE USED FOR DETERMINING DEAD LOAD et It 1 �rescriptvelimtsarebasedonasstlmpcionsln Tatle3.3. CONCRETE MINIMUM OF WFGM TABLE 3.5A O WITH CONSIDERATION FOR THE DEAD LOAD OF FIXED SERVICE USE SIMPSON 4" EDGE ZONE- I6"ON-CENTER STUD 5PAGIN6101 FLOOR STHD 10 2 W`h.er ceiling joist:are installed parallel to rafters,the sum of the toenails in the rafter and coifing joist shall equal or exceed Fr-=5,000 P51 Et2UIPMENT, the tabulated number of nags required. NAIL 5PAGIN6-PANEL EDGE-6d COMMON e 6" ON-GENT'ER JOIST STRENGTH AT 28 8301.5 LIVE LOAD. THE MINIMUM UNIFORMLY DISTRIBUTED LIVE � 1UkID HOLD DOWN NAIL 5PAGIN6- INTERMEDMIATE SUPPORT-6d COMMON a 6"ON-CENTER LIVE LOAD 40 lb. LOIS SHALL BE A5 PROVIDED IN TABLE 8301.5. pppTON, 3 To a�roid sglist ng,no more than 2 tatrvai°s shall be ins+talied in cart rile of a rafter or ceiling joist when fastened to a 2x4 °° DAYS. " DEAD LOAD 10 Ib. Cep plate or 3 toenails in esch side when fastened to a 2x6 top plate. TABLE R301.5 4 Where top plate-to-ridge he`ghts exceed 1D',they shag be adjusted as fofows: "TECO" JOIST HAN6ER 11 TOA LOAD a so lb. MIMIMUMIUNIFORMLY DIDIS DISTRIBUTED LIVE LOADS Wall Height ,o. -THIS PROJECT GOMPLIE5 WITH THE 2015 INTERNATIONA � ., � LEDGER N LIN I :$UILDING CODE, THE 2015 'INTERNATIONAL:MECHANICAL SECURE TO STRUCTURE W/ i/tab LA6 BOLTS ® I6" o.c. GIRDER CONNECTION TO 6ROUND SNOW LOAD 45 Ib. 1'USE LIVE" • , w Top Plate to Ridge Jtdjustment Farts ' GRAFTERS 12 THROUGH 24 THE 20 15 PIPE CO L U M N DEAD LOAD 10 Ib. LOM ;�, ,;°p, Height(ft) CODE, , v- R WIND LOAD 10 ib. UNINHABITABLE ATTICS WITHOUT 5TORA6E b 10 io' 1'00 1-00 INTERNATIONAL FLUM5IN6CHAFTER5 25 THROUGH 52, THE (INSTALL 0 EACH COLUMN Q 1-- 5EI5MIG UNINHABITABLE ATTICS WITH LIMITED 5TORAiSE bg 20 r 15' 1.15 1.25 r (--�- 6" DIAMETER ) ® 2 Q LU LLJ GATE6oRY "G"(EXEMPT HABITABLE ATTICS 4 ATTICS SERVED WITH FIXED STAIRS 30 _ IiLmmni `rr?t. d LaC 20' 1.40 3.50 2015 INTERNATIONAL ELECTRICAL, GRAFTERS 55 • BALC:ONIE5(EXTERIOR) AND DECKS s 40 •..,,. ONE BASED ON RESIDENTIAL FIRE: GAPl�°1 . 40 .!'Y,.-' r-. THROUGH 42. F' IEndwail lU GORE OF "NEW YORK STATE" 6UAI;XRAILS AND HANDRAILS d 20o h '` � � SHEAR WALL SEGMENT DETAIL _ Corner stud 11-1 SECTION 8301.2.2 (SEISMIC, 6UARORAILS INFILL COMPONENTS f 50 h N.T.S. PER WFGM FIG. 1.7 4 SEG. 3.4.42 ,,. 'A* HGiddown connected to PROVISIONS) PA55EN6ER VEHIGLE5 6ARAiSE5 a 500 Table 3.6 Ridge Connection Requirements for Wind Exposure Q a REFLECTIVE WHITE transfer shear � § ::i W � �/ 4d f ii MINIMUM SHEAR WALL SEGMENT Rer�ecrtVE REo 1 " z • . 2-16d Common Lam• ROOI15 OTHER THAN SLEEPIN6 ROOMS 40 (Dead Load AssLmptions: Roof a:ssen'IE V DL=10 ps`) PANT NE 0187 a Y5 5LEEP1N6 ROOMS 30 SIZE ASPECT RATIO: H/L. <-3 1/2" nails at 6"o.c. STAIf25 LU 40 o Table 3.11 Wall Sheathing and Cladding Attachment Exposure BH j,�L I .\. ,V1 1 %D Requirements for Wins!Loads 700-yr. 310 115 120 130 140 130 160 170 1610 195 I I WALL HT(H) SEGMENT WIDTH(MV �, J Al. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD APPLIED OVER A 3 second gust{mph) 8,-I" 2'-4' j 4, � "`- !»f 11 O 2o-SQIIARE-INGH AREA. Roof Span , v.z" �p 411-111 2-6 B. UNINHABITABLE ATTICS WITHIOUT STORA5E ARE 11105E WHIERE THE CLEAR HE16W BETWEEN JOISTS AND RAFTERS 15 NOT rnd speed 3•second (mph) 330 115 120 334 140 150 160 170 180 195 Roof Pitch Regtrired ca.ac of Ri a onnectjon{p.r) 1 " l ti;;�� ` MORE THAN 42 INCHES,OR WHERE THERE ARI:NOT TWO OR MORE ADJACENT TM66M WITH MEB WW16MATIONS 700 yr,K p gLlst IN rty g CV 101-1" 3'-O" , :=la ; --' , WOOD 61RDER ON A 4"x6"tel/4" v WITHIN THE PLA CAPABLE OF THE TRUSSES.THITINS AN S :LOAD NEEDNOT2 INCHES IA5WMW TO AGTN HEIsHT BY 4 I 1,14441155 INMAY M OTHER LIVE CTURA SH INN 12 7 9S 305 1 E 169 2 2d3 2E4 32' 37 STEEL BEARING PLATT= ON A /Nl9�am LOAD RIEMJIREHiENTS, 16 1 3 121 lal 32 226 I 27 325 379 436 529 I •` a G. INDIVIDUAL STAIR TREADS SHALL BE MlaI ED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD OR A 300-POUND E E f E i E F E F f F E F E F £ f E FI- I `' DIAMETER STEEL COLUMN_ . 20 ST 152 176 x27 2112 342 406 473 545 663 - GONGENTRATBD LOAD ACTING OVER AN AREJ►OF 4 SQUARE INCHES,WHIGLEVEi PRODUCES TIN=GREATER 5T1ZCS6E5. a II v t Stud , USE SIMPSON ' . D. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. Sheath=ng Location aximum Nail ing far Carton Nal s or S x Nalls finches,m ,]' 912 2d 351 182 211 272 339 410 ag7 568 654 793 E. 5�SECTION RSOT.I FOR DEGK9 ATTACHED TO EXTERIOR WALLS. Cinches,O.c. 2B 1811 212 246 als 395 479 5611 663 753 925 = HDU2-5052.5 HOLD DOWN _..._: _s 113 �v 0� F. WARD INFILL COMPONENTS(ALL THOSE EXCEPT THE HANDRAIL),BALUSTERS AND PANE.FILLERS SHALL BE DESIdH M TO 12 6 12 6 12 6 12 6 12 6 11 6 12 5 L 6 L' 6 12 6 12 %', [Z WITHSTAND A HORIZONTALLY APPLIED NORMasL LOAD OF 50 POUNDS ON AN AREA EQUAL TO I SQUARE FOOT.THIS LOM , , , z 32 206 213 2111 363 452 537 649 759 8?3 1057 W/ S5TB16 ANCHOR BOLT ,q }r , 4 �,< t r - -� NSD NOT BE AS914-ED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOM REWR 4MT. htteriof2o+v! 16 6 L 6 1 12 6 12 6 L E S_ 6 1_ 6 32 6 32 4' 36 231 273 316 d�+9 508 616 311 852 9 1190 j l ,� 1 1 ;' t; t[,,j' _ 6. UNINHABITADILE ATTICS WITH LIMITED STORAGE ARE THOSE M&KRE THE CLEAR HEIGHT BETYAWN JOISTS AND RAFTERS Is 24 6 L' 6 1- 6 12 6 12 B 12 6 ZZ fi 12 6 6 6 6 6 °u. 3 NOT GREATER THAN 42 INCHES,OR WHERE THERE ARE TWO OR MORE ADJACENT TRU55ES WITH WEE GONFI&RAT10N5 12 63 77 88 113 139 169 1 9 231 6 321 H �CAPABLE OF AGGOMMODATIN6 AN A5311NED RECTANGLE 42 INCHES IN HEIGHT DY 24 INCHES IN WIDTH,OR GREATER 111 6 L' 712 E 12 6 111 6 12 6 12 fi 11 ' 6 13 6 12 ? , " , P d U016 8. 10. 11 1 0 if6 2-S 2 308 5d 42E �,. y DtAJE + •( -WITHIN THE PLAPE OP THE Ti'zIJ55M. Perimeter Edge Zone 16 8 32 S2 6 12 6 12 6 U 6 12 'S 1, E i2 6 6 2 ^4r --• '"'""��p THE LIVE LOM NEW ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS 20 109 8 1 1811 232 2€O 331 3115 443 536 .i; 1 j2" ���/ BOTTOM C.HIORDS WHERE ALL OF THE FOLLOHWN6 GONDITIDNS ARE METr 24 6 !3 6 12 6 12 6 12 6 SZ 6 6 6 6 6 6 t 3 , ,0 9, , -`„, -� a ;� i.��y Rp.6...i 4:12 24 31 1 6 2-6 2._ 336 3_. 463 53• 613 FEE: 'O._,..._. 1. THE ATTIC,AREA 15 AC 4!SSIBLI!PROM AN OPENING Nor LESS THAN 20 INCHES IN WIDTH BY 50 INCHES IN LENGTH STROKE THAT IS LOCATED WHERE THE CLEAA'.HEIGHT IN THE ATTIC IS NOT LESS THAN 50 INGLES. BC)AA SHEATHE or IAP SI JG 28 153 V R6 263 325 392 464 340 620 75o The construction type " rrl ^ I i I '11,,!' l 2.THE SLOPES OF THE JOISTS OR TRIPS BOTTOM CHORDS ARE NOT GREATER THAN 2 INCHES VERTICAL TO 12 UNITS 2 7 7-. 0; ? designation shall be P:'.,1 Y [ LI._:, " r fvT AT y 3- 174 20 _33 301 3,_ ddS 530 617 7._ >}5. nt F HORIZONTAL Sheathingsiae Aas.er/TnrssSpacina a,lrfr"Iles"Illnt„IVrrOr uVr' ��� Z�'v`� d r+a: TU .i F..r i"OR 1 HE 0 5.REQUIRED INSULATION DEPTH 15 LEWli THAN THE JOIST OR TRUSS BOTTOM CHORD MEMBER DEPTH. (inches,o.G) Hk'mmtmt Num rof Common Jaitsor ad t3oxNais Per Support 36 146 230 264 339 418 SOS 596 694 797 964 1/211 GDX PLYWOOD SHEATHING ® STEEL 61RDER ON A 3/6" STEEL r t to Indicate the construction d I ICD_ r',>,i^. THE REMAININ6 PORTIONS OF THE JOISTS 0R TRU55 BOT(OM GHIORDS SHALL BE PM16HED FOR A UNIFORMLY 12 51 6D 69 6C 149 1311 156 20? 253 ' FELLC" /,IV'�.7 i '.� L.C;'i i(". .J. LA O DISTRIBUTED GONCIRRENT LIVE LOM OF NOT LESS THAN 10 FOUHIDS PER SQUARE FOOT. 3116 or 3x8 sfteathing 12.24 z z z ,. 2 2 z z EXTERIOR W/8d NAILS ® 611 OC. classification of the MOUNTING PLATE LH/(4) t/2 _I �f _ 1� 16 ea D5 92 Ila 146 176 208 2 279 337 structure under DIAMETER BOLTS ON A 3 1/2" FOU,":•. '12 4 Ili°' : Rr C JiREn H. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL Be DESIGN•IED WITH A SAFETY FACTOR OF 4.THE SAFETY ixi0orlar ershearhin Lz•2a 3 3 3 3 3 3 3 3 3 3 " DESIGNATION FOR STRUCTURAL ' 1. r It FACTOR SHALL BE APPLIED TO EACH OF THE:CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL,AND TO THE g g 20 .3 100 115 147 1132 220 260 C 336 421 EDGES 4 12 O.G. IN THE FIELD. section 602 of the BCNYS DIAMETER STEEL COLUMN F rr; ir'F:ETF` LOM ON THE INFILL 4,,OMPONENI'S.THESE LOADS SHALL BE DETERMINED INDEPEHOEW Of ONE ANOTHER,AND LOADS COMPONENTS THAT ARE OF FOR POURED D .-.i _Irv. 1-11 ARE A5SUMIEn NOT TO OCCUR WITH ANY OTH@R LIVE LAM. E - Nail spadne at panel edgrs(in.) s.12 24 lag 119 333 206 219 163 364 424 4Sa 596 :I TRUSS TYPE CONSTRUCTION 2. ROU01-1 - FFA' ^ilial:, & P1 1,v!i',d1';iNG O 2B 114 13 61 206 ass Sas 3611 azo 4u 59Q I/2 GYP BD. INTERIOR W/ 5d F - Nailrraringatintentlediateseportsinthepanelfield(in.) a -A ■ INSULATION 32 136 1 94 236 292 352 416 405 557 67d COOLER NAILS ® '7 O.G. ® EDGE $ ® , sirs FLOOR FRAMING,INCLUDING o. INS II Q�J'_., ■ ■ GIRDERS AND BEAMS FI l r�S l RUG I IO,J PerJST 1 For wall sherhing within 4 fit orth?mmer,thedfootedge arse attachment requiremens shall be used. 36 153 9 2 7 265 328 396 462 5x5 627 75C 10 O.C. IN THE FIELD. ■ ■ ',''Il 4. FiNAL - CGl4- ,' p� G 1.�G 2 Tabtlaednaslspanngassum?ssheathing attadtedtostedfratnn;members>A'IthQ42ir;<Od9 12 411 /7d 55 6 CS 99 119 14 164 3E" 227 0iR" ROOF FRAMING 07 10 i`LYIJIOIW I r 16 63 B5 100 133 359 1 , 118 5o 30_ ��i�DIN� �E COP„i`L ii,. F 1 t .3 For IHz e7or pa sol s Clh.ga,'rani:edbox nails dla,be permitted to be sabot ttrted for camr ort nails. ' (i Y r0 n ALL CCNSTRUC i N S {"',LL I t r TTI{Table 3,10 Roof Sheathing Attachment Requirements for Wind EXpo ur "�! t __ FR FLOOR AND ROOF FRAMINGFa 20 79 P. 11x6 , 135 166_ .- 199 - 3 273 3 3 373 ,, , J, Loads STANDARDS AND CODES REQUIREMENTS Cr i HE GOC{v^OF NE W612 26 95 11 12J 162 299 239 .82 327 37 453 •_ •• Table 3.5A Top and Bottom Plate to Stud Lateral Connections Exposure B 28 111 119 id8 Ira 232 279 329 302 430 524 YORK STATE. N011- RESPONS10L E FOR 700-yr.Wind Speed 3-second gust Imph) 110 115 120 330 140 150 160 170 ISO 195 for Wind Loads 32 127 148 169 215 2f5 319 376 436 503 635 DESIGPJ OR C01r,1STRUCTION ERRORS. xTu S EATmvv (PrescripthreAlTematiwetoTaNe3.51 36 143 166 190 242 298 353 423 491 5fi3 630 E F E f E F E F E f E F E F f f f F E F y „ 12 49 55 62 76 91 132 132 S3 175 211 Rafterfrrsw 7Q0•yr,Wind Speed 16 6 . 62 0z .. . 176 2011 233 281 Framing Rafter,erness a 3-second ust m h 110 115 -.120 130 140 150 160 170 180 195 20 1 92 103 1 7 556 1 • 2 0 2511 291 51 "SIMPSON"" TYPICAL CONNECTINS 5-35 COMPLY WITH ALL CODES Oi� Sheathing Location taximurm Nal Spacirt for comm n Na^b r Sod Bax Nails{inches,a.I g ((mph) INSTALLATION GONNEGTINb A 3 NEW YORK STATE & TOWN CODES sDecitic spadrlg(-ml.i 7:12-12:12 211 98 Jia 123 15 1.87 %d 263 305 350 d 1 PLY LVL ANDA 3 I/2" DIAMETER Gravity,G Stud 25 114 129 144 1711 218 261 307 356 400 49 STEEL COLUMN AS REQUIRED .IGNS-OF , Spacing Wall Height(ft) equhed Number of 16d Co mo Nails or Od Bo Nails per Stud to Plate Connection 32 130 147 164 203 250 299 351 407 466 562 USE "SIMPSON"i2 6 3. E 12 6 1' 6 1� 6 12 6 12 12 6 11 6 2 6 L CTAP 16 6 12 12 6 1 6 12 6 12 6 12 6 1: 6 12 6 12 6 12 ('"') 36 147 165 SDS 229 2x1 356 395 452 525 632 1 In HDU2-5052.5 HOLD DOWN SO VJNZBA 1912 6 12 12 6 2 6 12 6 12 6 12 6 12 6 11 6 32 6 12 8 2 2 2 2 2 2 2 2 2 2 1 Tabulated connection requirement:shall be per ia-ecito tae mwupl ed b'/070 for framrng not located wrth.n D feet of bui-ding corners. 24 6 12 6 12 6 12 6 12 6 12 6 12 6 2 s 12 12 6 12 10 2 2 2 2 2 2 2 2 2 W/ 5/8" TREADED ROD t���� �1/� '(e R E ,q interior zone 12 6 IZ 6 12 6 12 6 S' 6 Sz 6 12 6 3 s i2 6 32 8 12 12 2 2 2 2 2 2 2-- - - 2 Tabulated connection requirements are based on total uplift minus the roof assetttbfy dEad load of 6 psf(116 x SO psf=E psfl. SO ,Ti r�ltP►,,%, BOARD 0.42 16 6 12 6 12 E 12 6 12 6 12 6 11 6 12 6 12 a 12 6 12 2 2 < " 2 ^ q " P " P p`'1 C 19,2 6 12 6 12 6 12 6 12 6 12 6 12 6 6 12 6 12 12 14 2 2 2 2 2 3 3 Tabulated connection re utreme p are based on a el in rid,.connections grins,far differ ride Conner-'Ions acin muhi TYP. CONNECTION FOR TWO S OLD TOWN TRUSTEES 40 o . 9� 1 the tabulated values the app-opriate multi;,fier beto�r+: 24 6 12 E 1- a 12 6 12 6 12 6 12 6 12 2 : 6 6 6 lb 2 2 2 2 2 a 2 3 STORY APPLICATIONS 12 6 12 8 1: d 12 6 12 6 12 6 12 6 12 b 6 6 6 6 6 18 a 2 a� 2 2 2 2 2 3 3 Ridge Connection Spacing{in.) 12 1611 19.2 24 43 APPLICANT SHALL PROVIDE ENG i NEEREb WOOD N. �I/ to � i6 6 12 E 1 6 12 6 32 6 11 6 6 6 6 6 6 6 6 6 6 6'lviti lien 1.00 1.3. 1.60 2-00 4DO I y oa9 237 2 2 2 ' z 2 2 2 3 3 3 P (( �_� r 19.2 6 12 5 6 12 ,a 12 6 6 S 6 6 6 6 s 4 4 g a 2 z z 2 z 2 z 4 far jack rafter uFlift connections,use a roof span equa!to twice the jack rarer length The 3a reer length includes the overhang PLACARD ON OR ADJACENT TO ELECTRICAL "( 24 6 12 E 2 6 6 6 6 6 6 6 6 6 4 d d d 4 Cn l' . PesimtterEdgetone 12 6 12 6/122 12 Sia 1' 6 6 6 6 6 6 6 6 6 6 6 6 SO 2 2 ^_ 2 2 2 2 2 3 len?th8ndtherack span. METER BOX FOR FIELD INSPECTION. �' �� 0.42 16 6 1: 12 6 12 6 6 6 6 6 6 6 6 6 a 4 4 d .. 12._. ..-. - 2 2 .2--- 2 - - ? -.3 .3 'P '�..^ ,38870 1912 6 12 6 6 6 E E s 6 6 6 d 1 4 4 d S 3 16 14 2 "7 ' 2 2 2 2 3 3 3 i_- `I i" 1 t, ° 1 L O OQ.� 24 6 6 6 6 6 6 4 4 a 0 4 d 4 4 3 S S 3 RE51 DENTI AL STRUCTURES WITH TRU55 TYPE I ( ' t F F NEW N Sb a - 2 z 3 3 3 4 r °r- • ` GableEndwallRakeOr OA9 . 6 6 6 E 6 6 6 6 d d 2 a WINDOW NOTES: CONSTRUCTION PRE-ENGINEERED WOOD (•- ` t- F ( r I f 18 2 2 3 3 4 4 .ri +,, : . .»! 3 . i . . Rake Tru»with up to 1' 1). 2 u. ' °TM,1 r-- fM r-, r•I ,-,, _r-,„.,._ Rake overhan 20 2 2 2 3 3 3 5 Table 8.2B Bottom Plato to.-mdatlon Borre+e*!ons(Anobsor Qolt*)Resisting r , g 0A2 6 6 6 6 6 4 e 4 3 3 Lateral and Shear Loads from Wind-Exposure B GON5TRUGTI ON AND/OR TI MSER CONSTRUCTION � I � " , � t' 8 2 2 a 2 2 2 2 3 3 3 ,_ . h t.,r'..•.' i r m { I 1 a I i i C,3 J ..._ OARD s EATW fdG 10 x z_ _2 - z 2 2 3 3 _3 4 ' (PrescripdYea"ematlretot"31.2) I, ALL WINDOWS SIZES ON PLANS WERE TAKEN FROM "I __ r f a r i f • DRAWN BY: J. T�NER "ANDERSEN" WINDOW CATALOG UNLE55 OTHERWISE FOR NEW DWELLING AND /OR ANY ADDITION, { _ - :t • y7 Rafter/Tnl:u r. 12 2 2 2% 2 2 3 3 4 4 5 Tb-e (mah)wia es Yo loo lla za uo 1"o w +) r 4 ': '- i J�//-\L.L: A5 NOTED Sheathing size spadrtg(m) MnimumN b rof ed om sonNaitsPersupport 24 14 2 , 2 7F 3 3 4 4 4 5 "- ".m ,,, ca rmoe.ewnT:h) „,�.,�,-33.bsv-kstml,u, NOTED. SHALL BE 400 SERIES DOUBLE HUNG, ALTERATION A SIGN OR 5)'MSOL IDE5IGNED IN d°�"°°"""` ACCORDANCE WITH TITLE Int WORK PART 1265 DO NOT PROCEED GHG'D BY: ix6or12tsr>neathing 12-19.2 2 2 z z 2 2 2 z z z 16 2 2 2` 3 4 4 5 Ia^a�no,am" HIGH-PERFORMANCE LOW-E4 SUN WINDOW WITH 1x10 or1arjerSheathirtg 12•,9,2 3 3 ? 3 3 3 3 3 3 3 18 2 2 2 ;., 3 4 4 s 5 b tm.mtandshauce.a ''`tom'" „t-,, �," U-VALUE OF 0.28, AND SOLAR HEAT GAiN ' WITH 211 2 2 3 3 4 4 5 S 6 7 '-'"°^" 'S COEFFICIENT (SHGG) TO BE LESS THAN .30 SHALL 5E AFFIXED ON OR ADJACENT TO ANY FRAMING UNTIL SURVEY DATE: OV03/18 E - Nod sNacne at prnel edg+s Jin) F-•rs..t.u.-wed.n,•mnemin Teble3.1 1 Pre:cnpttve41mltsare based en assumptions in Table 3.5. w°`"e°`c.'°°"°"',a,4 "...v" ""''`°".h" °'""e"m°d-."""°rb°4'°""'°'"°°d...'°"°1-'°er°"'°""°° ELECTRIC SOX ATTACHED TO THE EXTERIOR OF F FOUNDATION LOCATION ���a..� T F - Naillwacn=acin:errrediatesupperts in thepanelfieldtin) nlueeranptlal i,(T,bk)3C).k.W.dk-l-,&CnbWJ.28).For°duet°eh.b6kbmht -sarim311.7and31.t.3. rMer-f-I l B 2 Tabulated framing loads and connexion requiremer!ts sha`I be permitted to be multiplied by 0.92 for framing not located bbd°nd..b°t.ltpa°4y,b,Mmd.d.h-1.4 mew°Notch,hedi"tao,d-,tt i,hSatwn3,4.42 Foe d-lirh°tainB 2.WINDOW DESIGN PRESSURE RATING HAS BEEN APP ./t 13-1- .dm,m1*d,ohwbn",�kr,dab,dl„d,dbrd appr*Mm° �ln„"°.��e fa i,T"1.1,D,lawitw •°.1' THE 5TRUGTURE FOR FIELD I N5FEGT1 ON ROVED. 1 For rw.f sheathing within 4 feet Vthe perimeter edge ofthe roof,includiii;4 feet on each side ofthe roof peak,the 4 foot perimeter edge within 8 feet of comers. �,orb°htF.°'nn-aal0hti-lam-. ' ro,aveee¢°ndru"wlea,pwd,$;•., henlloa�witha"b.1,tdi..,a.l.ft-T°hk3.5tte°Ier 2nplr,k°u.lw.n.d-oLea WINDOWS WITHIN 4'-O" OF CORNERS SHALL MEET OR fontimilchmentrequire merits shall beused bedne,m;-d�-m.1., e.,°T.bk;.s. 2 For Windsoaedsrvaterthan150mph,blockin,lisrequiredw'hichtransfersshearloadtotwoadEtio^uljoisulsjoutstotail � EXCEED DESIGN PRESSURE RATING OF 3O Ib/S.F. THIS PROJECT COMPLIES WITH THE 2015 w ALL OTHER WINDOWS SHALL MEET OR EXCEED • DESIGN PRESSURE RATING of 25 Ib/S.F. INTERNATIONAL RF-51 DENTI AL CODE, 2ND PRINTING, AS ADOPTED 5Y NY5 AND THE 201'7 TRUSS PLACA'RDING REQUIRED NYS 5UPPLEMENT JOB #: DDG-I 5-0008 V) HOLD DONN LOGATION5 4-jA5 PER NFGM 2015 EADITION V-1 2 5EGTION 3.4 EXTERIOR SHEAR cts NALL TYPE II (T(F) _ 4" I d- 4" '-4" 21'–o" 41 } V m o0 o i m 0 m m � oo r t� r' N - m 00 Ln -- v N 200 x 00 x : x O � — -C,4< N 12'-2" 12'-2" 2 2„x8„ I � O O a 2)2 x8 r Q tt � – – – -F + – – – – – O I I in c (3)1-3/4„x11-7/8" GDR. L_ J (3)1-3/4„x11-7/8„ GDR. o N N = O 4 O I I `Acr N lf� V =0 0 U 0 N _ a 0 i- I to ° I J `. cy ° 2–CAR GARAGE LZ N I4 00 00 00 30 1 x 2"X 6" .R. C° /_ 29"X 6” R.R. x I ct N = I �v ® 16” ().C. x 016" O.C. 49#x4” 4"x4" N I ”' WD. POST 4ppXWD 4POST WD. POST I I ► ) (2)2x12" HDR. (2)2x12" HDR. L — — — TW2836 AW31 TW2836 — — — J 90 x 7o O.H. GARAGE DOOR 90 x 7o O.H. GARAGE DOOR 2'-4" 0 CI'-O" 2'-4" q'-O" 2'-4" 51-1111 21-1111 5'-8" �'-8" 2'-i l" 31-1111 z SHEAR 2B'-O" wAEAR 25 -011 Z NALL LL tuV A 2 � FLOOR PLAN ATTIC PLAN z 50ALE: 1/4'*'-0" V DL V N IL V tu A � < LOLu 25I_aIt z HOLD DOWN LOCATIONS A5 FM Y�FGM 2015 EDITION < O 8" 23'-8" g 5EGTION 5.4 EXTERIOR 5-EAR V O 11_ NALL TYPE I I (TYF) ry J,J� � - - - - - - - - - - - - - - - - - - - - - - - --. - - - - - - ROOF STRUCTURE: 7171 Ac 245# ASPHALT SHINGLES z _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 15# FELT PAPER W ' .: r — r: 1 1/2" CDX PLYWOOD SHEATHING CONTIN. RIDGE VENT } DL 2"x6" R.R. CSD 16" O.C. Ay --\ 8" P. GONG. FDN. ON 14 .11 I 2"X1099 WD.DGE Q Z 16" X 8" DEEP ! I O F. GONG. FTG. 12 . i Q ' ROCk OF STRUCTURE: Q Z UNEXCAVATEDI 1 i i 245# ASPHALT SHINGLES d' { _ I ��i = 15# FELT PAPER 0 4 P. GONG. SLAB i —IN 1/2„ CDX PLYWOOD SHEATHING LL_ 2"x8" R.R. ® 16” O.C. 24 X24 x12 DP P. CONC. FTG I I d� 12 H. STRAPS AT � Q8 p I I ••••' I I p = EA. RR 16" O.C. r;� 2"xs� J. ® 16" O.C.o.c. --_IN 2"xs" C.J.c.J. ® 16" O.C. I-loll I-loll 6" FASCIA � _1 1 12 SOFFIT W/ VENTS (3)1-3/4"x11-7/8" GDR. ) 2 X 4 WALL STRUCTURE: TOP PL. 1 I VINYL SIDING - 1 TYVEK OR EQUAL 1/2" PLYWOOD SHEATHING 2-CAR GARAGE _+ 2 X 4 WD. STUDS ® 16 O.C. �- ly E D H. STRAPS AT EA. STUD 16" O.C. ��' PS ti�j` DROP TOP OF 1^4ALL 1 AS REO. TO RUN SLAB i�J�} 1 Cn 2"X6" ACQ WD. SILL W/ 5/8" DIA. 4" P.CONC. OVER TYP. ! ANCHOR BOLTS ® 32 O.C. SLAB 23�_a � 8If I :y I = N s _i 8" P. CONC. FDN. ON 16" X �3 o Q� I :.; L - - - - - - - - - - - - - - - - - - - - - - - - - -- - -� I tV 8 DEEP P. CONC. FTG. „ " O NF y0 _ - - - -- - _— - -_ — — _ — 24 X24 x12 DP F NES 1 — ____ _ _ _ _ _ _ _� — _ _ _ __ '� P. CONC. FTG DRAYVNBY: J. TURNER 4f/ 1 SECTION "A – All SCALE: AS NOTED GHKV BY: SCALE: a/a•=t'-o• DATE: Oq/05/18 SHEET NUMBER A 2 FOUNDATION PLAN 50ALE: 1/4"=I'-O" ""-- JOB #: DDG–I5-0008 4—) ct C/) m m ASPHALT SHINGLES OVER ASPHALT SHINGLES OVER CONTIN. RIDGE VENT 15# FELT 15# FELT ( m 61, TRIMto �✓ Q _ m .o . .--� z 12 cn O FASCIA Q 6 T In CCS 6" FASCIA CEDAR Oi IMPRESSIONS is VINYL SIDING ct GRADE GRADE GRADE Q P. CONC. FDN. & FTG. i Q Z i P. C. FDN. & FTG. i L-------------------------------------------------------------------J -------------------------------------------------------------------J LEFT SIDE ELEVATION (SOUTH) FRONT ELEVATION (EAST) � SCALE: 1/4'=1'-0' SCALE: 1/4'=1'-0' z O 43 F— v i N QC � V IL ct) ASPHALT SHINGLES OVER ASPHALT SHINGLES 01�ER Ju � Z 15# FELT CONTIN. RIDGE \/ENT 15# PELT CEDAR < - MPRESS I ONStu VINYL SIDING < to 6if � 6" TRIM FASCIA —ICV — Q 6" k O FASCIACL f=A501A ® _ d- LJLJ O 0 O tr o CL REVISIONS 0 GRADE P. CONC. FDN. & FTG. - i O Z GRADE ; CEDAR IMPRESSIONS r m r ----------------------------- VINYL SIDING --------------------- L---�-.-------------------------------------------------------------J L L-------------------------------------------------------------------J L-------------------------------------------------------------------J RIGHT SIDE ELEVATION (NORTH) REAR ELEVATION (WEST) �cRED SCALE: 1/4'-1'-0' SCALE 1/4'ai'-0" �J SPS C. / G J, i 9 328610 OF NE DRAWN BY: J. TURNER 50ALE: AS NOTED GHKV BY: DATE: OQ/05/18 SHEET NUMBER JOB #: DDG-18-0008