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HomeMy WebLinkAbout33200-Z FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 33200 Z Date JULY 30, 2007 Permission is hereby granted to: JOHN L SR HURTADO PO BOX 1925 SOUTHOLD;NY 11971 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 260 RED FAWN RD SOUTHOLD County Tax Map No. 473889 Section 079 Block 0002 Lot No. 007 . 003 pursuant to application dated JUNE 9, 2007 and approved by the Building Inspector to expire on JANUARY 2 , Fee $ 2 , 620 . 00 A oriz d Sig ature COPY Rev. 5/8/02 FIELD INSPECTION REPORT DATE I COMMENTS FOUNDATION IST O ------------------------------------- FOUNDATION(2ND) l7 z 0 G H ROUGH FRAMING& .Cv PLUMBING INSULATION PER N.Y. -- H STATE ENERGY CODE V\ CJ FINAL ADDITIONAL COMMENTS 4 r ,� g Z r , m o� -° oz 7 � x d d o bH 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 g Survey www.northfork.net/Southold/ PERMIT NO. 5 >6P(�)00 Check Septic Form N.Y.S.D.E.C. Trustees Examined ,20 ' s` Z Contact: F01fA1 1-, PURT-ADO 5R, Approved 120 Mail to:_,P o, /3O X 1 y 5 Disapproved a/c sOU r1101-4D, II.Y 127( Phone: <5✓3 Expiration ,20 3,?! -y 9 T 7 11 ding Ins ctor e APPLICATION FOR B G PERMIT Date rt/�._ 20 07 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 inspections. y c Signature of applicant or name,if a corporation) P. O, 6OX- /9�S SO 0Zy0L-D V,. Y /l27/ (Maili g address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder C) WAf Name of owner of premises J-0HAl 14UR I A b O S P (As on the tax roll or latest deed) If applic t is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. 0 L//A/f=k Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: RE.b rAVJAI ROAD Si)t)R1 o c-D House Number Street Hamlet County Tax Map No. 1000 Section 7 Bl c� b Lot 73 Subdivision �c_RE�jj�jCU K 0.8A X V I C V VVu0 Lot J (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 6S I rrU�/= L b. Intended use and occupancy RCS I DEN-rIA L 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 4,201 `/`GU Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor .If garage, number of cars 3 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 alteration r additions: Front Rear Depth Height Number of Stories I Y 8. Dimensions of entire new construction:.Front &� '3 Rear Depth 9 Height 3' L ' O Number of Stories Q cvL-DE- SAS I 9. Size of lot: Front C S, a 8 Rear 3 ��• Y6 Depth 9 a 10. Date of Purchase '�Oy 3 Name of Former Owner 11. Zone or use district in which premises are situated R E S 1 D EAI T I A L 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ✓ 13. Will lot be re-graded? YES NO V Will excess fill be removed from premises? YES NO (� 14. Names of Owner of premise FlAJ r �bATAP6SLAddres,%0/ D A Y 11 �71 Phone No. Name of Architect 69JAIJ A: RAP/ R -A Address�4/QU jPZ, K/N6-S Phone No Name of Contractor(5iVP/L Address A9 K X, [ 7_ hone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ✓ * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE}REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES ✓ NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFF L , /-C)&7_AP0 512 being duly sworn, deposes and says that*)he is the applicant (Name of individual signing contract) above named, &)He is the ©VjAl i /Z (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of ,u,nt_ 20 ()1 Notary P lic No"ia��b Signature of Applicant No.6163270 Qualified in Suffolk County Caneussion Expires Match 19,20-AL L_o; A "FOAL-5TOA001< A,T 6A -lOe(Al /bob 7/c oa 73 Erosion, Sedimentation and Storm-water Run-off Control Plan ASSESSMENT FORM Yes. No. EXEMPTIONS:. A. Does this project meet the.minimum standards.for classification as.an Agricultural Project. Note: If you.answered.Yes,to any of the above,a Storm-water,Grading,Drainage.&Erosion Control.Plan is not required. =------------------------------------------------------------------ ACTIONS.REQUIRING THE.SUBMISSION OF A STORM-WATER,GRADING,DRAINAGE.&.EROSION. CONTROL.PLAN.CERTIFIED.BY A DESIGN.PROFESSIONAL.IN.THE.STATE:OF NEW YORK.. Item Number:. (A Check Mark (J)for each question is.required for complete.application) Yes No. 1. Will this.project retain all Storm-Water Run-off generated on Site? (This:will include.all run-off created by site clearing and/or construction activities.as.well as.all Site.Improvements and the permanent creation of impervious.surfaces.) 2.. Will this.project require any land filling,grading or excavation where.there.is.a change to the natural existing grade.involving more.than 200.cubic.yards of material within any.parcel? 3.. Will this.application require,land disturbing activities.encompassing an area. of five.thousand(5,000)square feet of ground surface.or.more? V/. 4. Is there.a Natural Water course.running through the.site or is,this project within / One hundred(100)feet.of wetlands or a beach? t(. 5. Will there be.site preparation on slopes which exceed fifteen(15).feet of vertical rise to One.hundred(100).feet of horizontal distance? 1� 6.. Will driveways,parking areas or other impervious.surfaces direct Storm-Water.Run-off / into.and/or in the direction of a Town Right-of-Way? ..)./.. 7. Will this application require the placement of material,removal of vegetation and/or,the construction of any item within the Town Right-of-Way or road shoulder.area? (This.item.does.not include the.installation.of driveway aprons.) 8. Will there be.site.preparation within the one hundred(100).year floodplain of any,watercourse? a Note: If any answer to.questions one through eight is,answered.with a check mark in the Box,a Storm-water,Grading, Drainage.&Erosion.Control.Plan is required.and must be.submitted for review prior to.issuance.of any building.permit. ------------------------------------------------------------------- STATE OF NEW YORK, COUNTY OF.....5.f'J,7F(7L r'�................ ss That I, .... Q. .N.1 ...... fR /k�D...579.° ....being duly sworn,deposes and says that he/she is the applicant for Permit, (Name of individual signing Document) Andthat He -is the ...Q.Vs).P6k............................................................................................................................................. (Owner,Contractor,Agent,Corporate Officer,etc.) Owner and/or representative of the Owner or Owner's,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 belier;and that the work sill be performed in the manner set forth in the application filed herewith. Sworn to before me this;; .......................... .1.......day of....J.ILLA .,.....................2004. S. Notary Public: ........ Y."j.�d.'... ............................. .WLA. ...... NOhry PIIN CSbb of �w� (Signature of Applicant) f Ns amikL OF SO!/ly�l Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Vs Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD March 3rd 2009 FIRST NOTICE John L. Hurtado Sr. 8605 Champions Pointe Unit 104 Naples, FL 34113 RE 260 Red Fawn Rd. (New Dwelling) SCTM: #79.-2-7.3 Dear Mr. Hurtado, Please be advised that your Building Permit#33200 issued July 30th, 2007has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued before the use of the structure. To renew your Building Permit, please submit a fee of$2620.00; at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 765-1802. Respectfully, SOUTHOLD TOWNBUILDIN6 DEPT pF SO!/l�Ql 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G �� Southold,NY 11971-0959Q COW, BUILDING DEPARTMENT TOWN OF SOUTHOLD FINAL NOTICE March 315t, 2010 John L. Hurtado Sr. 8605 Champions Pointe Unit 104 Naples, FI 34113 RE: 260 Red Fawn Rd. (NEW DWELLING) SCTM: # 1000-79.-2-7.3 To Whom It May Concern: Please be advised that your Building Permit # 33200 issued July 301h, 2007 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued before the use of the structure. To renew your Building Permit's please submit a fee of $2620.00: at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT gyFFp��., Southold Town Building Department o�os c?riy 54375 Main Road Permit#: 33200 Ze Southold,New York 11971 Permit Date: 7/30/2007. w (631)765-1802 Expiration Date: 1/2/2009 al '� Parcel ID: 79.-2-7.3 Dated: 6/6/2011 -Applicant: JOHN L SR HURTADO Location: 260 RED FAWN RD SOUTHOLD -Work Description: SINGLE FAMILY DWELLING CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR Owner: JOHN L SR HURTADO Address: PO BOX 1925 SOUTHOL,NY 11971 Your BUILDING PERMIT #33200 has been referred to me because you have not responded to requests to obtain your Certificate of Occupancy as required by Southold Town.code.- Pursuant to 144-15A, of the Southold Town Code, "No building hereafter erected shall be used or occupied.in whole or in part until a certificate of occupancy shall have been issued by the Building = Inspector." Therefore, you have ten days from the receipt fo this letter to submit a check made out to the Town of . Southold.in the amount of.$2620.0.0 to renew the building permit, or legal action will be taken against .. :.you. Should you have any questions, call the building department between the hours of 8:00 a.m.-and 4:00 p.m. Respectfully Yours, Michael Verity: Chief Building Inspector Southold Building Department cc: Damon Rallis Zoning Inspector RECORDED 3D46 Jan 20 03,XW32 PH CLERK W Nmuber of SUFFO.K MUM L D00012431 Said P IQ4 �31 p3C'j. $ I --U • t , I D44d!Moitgya Inst<vment ad l Nor"Ta Sw* P Cwf&r.I Filing Sumps 31 r� prig I Pu - ,( L 200 TO �- Hrndling — 04 2. Adalloor TRX Sub'lbud Tp•584 . .�+�-��- Spec Arrit. " 'x 0,. BA-5217(County) Sub Total_��-�-� Spw,lAdd. TOT,M.TAX BA-3217(SU'*) Duid TbwB - I;Vd C Illy Tyr, ItP.T.S.A. .� fiald for Appoiutaiept�_. Comm,of 11d. _ S. ,�, ; Tnmfat Trx �.- Affiduit Tat FtPKW eavared by ft W042RP it casdtlad or WM be improad by i on of two bmiW dwOliini billy. NYS surebKgb is:,2Q,LSjb Other .•, GmdTotlt /,,,.�.. � If X0,rep rpprOpt'm tax d we on page N tbin initfv�ttaDt. VC17,oo/ t30i 1t Ps Buntion Fund 4 Dist! 5act[bn�. .Qo -BIook QA.op Lot a .cis S C07.oa, Cosaeid±asatkm Amount ffi _ Roil PropafU' pa'�� T1uc Sprvige oo?.40 * - aA?.c�n6 CFF Tax D= S 'Qn . �/ -Ord bnpmc4: �. • �sfxnt 2.aad ' srtl etlonrlDlsaha /t sw I tt PmpM ow m Mailing Atl&mTD - RSCORD dt RETURN TO- TD TD 71 tie Co aura ' n - 5uff''oI Coun , Reco rdin gy & .Eu oEsef.Affilffie Tale pW fetw gate of Ma sMaed QX&4=-a4,s n-,r 4`'-.,e�, medO bir (SPBCIPX TYPE OF iNrm bmm 4 0-a,R TM Promlra btftin is sitaatad in L SUFFOLIC COUNTY,NSW YORYC . TO In tba Tbwoship of 2 or H.M1.s'T dT nF'T+►a•F;•fy qR PR4*TIBD W BLA=1't`1IC ONLY PMOR.TC,3'1,BCOMING OR MIND. THIS DSCLAMTYpw, made and dared this y of "December, 2005 by MCM Homes, Inc. (hereinafter MCm) a New York Corporation, doing business at 6 Cherry bane, Mt. Sinai, ,New York 11766, and John Hurtado, Sr. residing'-at 3400 Lighthouse Road, Southold, New York 11971 John L. Hurtado, Jr. residing at at 21 Astor Avenue, 5t. James, New York 11780 (hereinafter Hurtado) all collectively referred to as the Declarant. - NITlItS$S�TH TMERR&S the Declarant Is the owner of certain real property (the "premises") situate at the Town_ of Southold, Suffolk County, New York being more particularly bounded and described in Schedule "A" annexed,hereto. NIEUUI�Xm, the Declarant desires to_ develop a community (the "Community") known as sayview Estates consisting of six -(6) Residential lots (the "Logs") together with a private road and entrance to be dedicated to the Town of Southold; and � WBZRM, the Declarant desires to provide for the preservation of the 'values and natural beauty of 'the Community and to insure that all construction in the Community is harmoniously designed and planned- and to this end i3es.ires to subject the premises to Covenants which are all for the benefit of said Premises and the owner of each portion thereof. NCXF T '=, This Declarant does for himself, his suocessors -and .assign declare -as follows: 1.'-That the Declarant for the purpose of, carrying out the intentions above expressed does hereby make known, admit, publish, covenant and agree that the Premises shall hereinafter be subject Y to the following covenants: (a) All building plans, site plans and specificatioas regarding. lots 1, 2, 5 and 6 must be approved in writing by the Declarant MCM or its designee prior_to'Construction which approval. will not be unreasonably,withheld_ All building plans, site plans and specifications regaudin$ lot 3 must be approved in writing- by the Declarant Hurtado, Sr. or its designee prior to Construction, which approval will not be unreasonably withheld. All building Plans, site plans and specifications regarding lot 4 must be approved in writing by the Declarant Hurtado, Jr. or its designee Prior- to Construction which approval will not be unreasonably withheld; (b) Notwithstanding the right of -approval given to the Declarant and without limiting its discretion in the exercise of that right the following shall apply: (i) Roofing .materials shall, be good shingles, $late or architectural -grade asphalt shingles compatible with the design j of the house;, (ii) Projections above the roof, such as plumbing vents, shall be when practical, at the rear of the house out of sight from the road and in any event no exposed metal Chimneys shall be permitted; (iii) Exterior materials shall be of the appropriate type to the specific design of the house. No asbestos shingles, T- 111, aluminum or vinyl siding will be allowed. ('vinyl Soffit's are permitted) ; (iv) Exterior paint colors shall be subdued hues and in harmony with the design. No loud and contrasting colors will be allowed; (v) No dwelling shall be erected on any Lot unless it contains. a total living area of 4O00 square feet or more of heated above ground living space and minimum three (3) car garage; (vi) Dnly permanently constructed below ground swimming pools shall be allowed on Lots; (vii) Only natural materials shall be used for exterior construction on any Lots except with the written permission of the Declarant and; (vili) No flat . roofs shall be allowed on any- structure on any Lot. (c) Service yards and is y P Y Yards may be Fenced no higher than six (6) feet. Such. fences shall not- be set forward .of the front building line: ' (d) Driveways shall be of bluestone, white or burgundy gravel set loose or embedded in oil composition, or they shall be of asphalt or paved. No concrete drives shall be allowed; (e) No sign of any kind shall be displayed to the public view on any Lot except for one tasteful sign not exceeding one square foot in size indicating the name of the occupant of the Lot. Declarant reserves the right to erect signs of any number and size to .advertise sale and construction of Lots; , I (f) Any tank or similar structure for storage of fuel shall be buried or contained in the dwelling house or other . structure so as to be out of sight; (g) All outbuilding, garages, covered porches and covered i breeze ways erected and maintained upon any Lot shall conform in architectural design and exterior mAterial to the finish of the dwelling house to which they are •appurtenant and may be, but need not'be, attached to said &ellings; . (h) Any exterior jighting installed' on any Lot shall either be indirect or at such controlled focus and intensity as not to disturb .the residents of ,any other lot within- the Community; (i) Electric litres and services, telephone lines and cable lines shall be installed underground and all homes shall be serviced from the mains lying in:the road which the Lot faces; (j) No television "dish type" antennae or equivalent of any kind shall be erected, located or,maintained upon any Lot so .as to be visible from the street or road; (k) No structurd of a temporary character nor any shack, garage, barn windmill or other Outbuildings shall be erected or maintained on a'ny Lot any anytime =vided howwevCr that nothing herein shall be deemed to prohibit the construction of a permanent garage; I (1) No house, coop or OnClosure for the keeping of - chickens, pigeons," ducks or any domesticated fowl or any horses pr farm animals shall be allowed on- any Lot at anytime; (m) No trade or business of any kind andll be carried on or upon any ,Lot or in any dwelling thereon provided hoxrv_cr•, that the interior of the primary structure on any Lot may be used by the owner of said Lot for professional purposes incident to the practice of his or her profession which is principally conducted. elsewhere; (n) Occupancy of each Lot shall be restricted to one- family occupancy to be used solely by the owner .of the Lot and by his or her family and their guests or invitees. No lot shall be used for dcxmitory, h0t0-1 or multiple occupancy use, provided however. that single family occupancy shall n*t constitute a multiple occupancy use; (o) No animis, livestock or poultry of arty kind shall be kept or bred on any_ Lot except that domestic dogs, cats, fish and birds may be kept provided they are -not harbored or bred for 3 I commercial purposes and do not become a nu sauce to other Lot owners and occupants. In no event shall more than three dogs and three cats shall be allowed on any Lot at anytime; (p) No boats, boat trailer, travel trailers, mobile homes, buses, tractors, trailers, trucks, equipment, snowmobiles, commercial vehicles, unlicensed or derelict vehicles or any other similar property shall be parked or stored on any Lox unless stored in the rear yard of the premises and secluded from view of the street or adjoining lot owners. No more than four motor vehicles may be maintained on any Lot. Automobiles may not be parked or left unattended 'on 'the streets of the premises; (q) All garbage cans and equipment contained on any Lot ,shall be walled in to conceal them from view of other Lots, roads -or streets. clotheslines shall not be visible from the streets, roads or other Lots; 2- The Declarant reserves the right for himself, his successors and assigns to make such cuts and fills as may be reasonable necessary to grade-in, Out Or,fill in any Lot, so far as may be .reasonable necessary for the support and maintenance of . established grades, provided that due care and diligence be exercised to avoid injury to the terrain of said Lot and to the improvement thereof, except to such extent as may be necessary. For , any such changes or injury no liability shall be incurred by the Declarant and no claim for compensdti.on shall arise in connection therewith in favor of any owner or his heirs or 'assigns. 3. Declarant does hereby reserve the right to alter, modify, terminate or annul any of the foregoing restrictions or agreements in- whole or .in part, without the consent Of any other party by filing an amendment hereto with the clerk of the County of Suffolk. A. The covenants and restrictions of this Declaration shall run with and shall be binding upon the land and upon each and ovary Lot owner, their hears, executors, lega-1 representatives, distributees, successors and assigns and shall inure to the benefit of an be enforceable by the Declarant and the owners of any Lot and their respective -heirs, executors, administrators, legal representatives, distributees, successors and asitigns .and by the -Association, if any. However, nothing In the Declaration shall be construed as obligating the Declarant to supervise oompliance with or to enforce these covenants and restrictions and no person shall have a cause of action against the Declarant for this alleged failure to so supervise and enforce. 4 S. In the event of a violation o' breach of any' provisi.on of this Declaration, the Declarant, a homeowners Association, if any, or any aggrieved Lot owner, may give written , notice to the violating owner setting, forth in reasonable detail the nature of such violations or breach and the specific action of actions needed to be take to remedy such violation or breach. If the owner shall fail to take reasonable steps to remedy such violation or breach within forty-five (45) days after the mailing of such notice then the Declarant, a homeowners Association, if any, or aggrieved Lot owner as the case may be shall in addition to. any and all other rights provided by law or in equity, be entitled to recover any and all costs and expenses incurred including reasonable attorney"a tees in any action or proceeding commenced to cause the violation or breach to be remedied. Enforcement of any of these covenants or agreements may be by proceeding at Law or in equity against any person or persons violating or attempting to violate any covenants or agreements either by way of injunction or for damages or both. Invalidation of any of these covenants or agreements by Judgment or Court order shall in no way effect any of the other provisions which shall remain in full force and effect. 6. After the Declarant has sold or otherwise transferred all of the Lots, then any act which would have required the approval of the Declarant shall require the approval of two-thirds (2/3) of the Lot owners. IN WITE$$ gyp, the D clarant above named has executed the foregoing declaration the the and year first above written. MCM HOMes, Inc. 'J -LJ n L. Hurtado, Sr: by: Michael Matheson, President hn L. Hurtado, Jr. 4 State of New York, County of Suffolk $$. : On the 2-9 day of December, in the year 2DOS, before me, the undersigned, personally appeared, JOHN L. HORT1ADo, SR. personally known to me or proved to me on the basis of SatiBtactory evidence to be the individual(a) whose name (+s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the game in hielher/their Capacity(ifts) , and that by his/her/their signature(s) on the instrument, the individual(s) or the person upon behalf of which the individual (a) acted, executed the instrument. KMIA.MOGAR HY N0UW PUBLIC•MTE OF N1?W Y0W �o. . ��p W su�oLK CaJNTY N ary >? l MY COMMM l+t EXPRB 07.31.2D p1. State of New York, County of Suffolk ss, ; On the, day of December, in the year 2005, before me, the undersigned, personally appeared, JOHN L. HuRTADO, JR. personally known .to me or proved to me on the basic of satisfactory evidence to be the individual (s) whose name(q) is (are)_ subscribed ,to the within instrument and acknowledged to me that he/she/they executed the same in kilo/her/their capacity(ies) , and that by his/her/their signature(s) on the instrument, the individual(s) or the person upon behalf of which the individuals) acted, executed the i.nstrumant. ADAM A.MINELLA Nimaq Public,State of New Vc* Notary Public No 41-49"021 ty Comm Qualified E tea N wemm r Y4, State of New York, County of Suffolk so. : On the 2 8 day of December, in the year 2005, before me, the undersigned, personally appeared, MICHAEL MATHEsON persionally. )mown to me or proved to me on- the basis of satisfactory evidence to be the individual to) whose names) is (are) subscribed to the within instrument and acknowledged, to me that he/she/they executed the Same in hie/her/their Capacity(ies) , and that by his/her/their signature(s) on the instrument, the individual (s) or the person upon behalf of which the individual, a) acted, executed the instrument. I R.MCt'.ARTKY N90ary Publi NCTAHY PLGU r--ONE'OF NEW VOW COUt�iiY e " EVM 07-31-M_Qd$ 6 CHICAGOTME INSURANCE COMPANY LEGAL DESCRIPTION Tide Number: 3804-00995 ALL THAT CERTAIN PLOT, PIRCE, Opt PARML OF LAM, SITUATE, LYING.- AND SEINQ IN THE TOWN OF SMMOLD, COUWXY OF SUFFOLK MM STATE OF MV YORX KWi01 N AND DESIGNATED AS LOT 1 AS SHOWN of A-CERTAIN MAP ENTITLED •pW OF FORBS' OOK AT BAYVIEwr ANA FILED IN THE OFFICE OF THE CLERK OF THE CX)UN'PY OF Sun= ON JUNK 15, 2004 AS 'MAP NUMBMt 11119, BEIM MME PARTICULARLY BOUNDED AND I BBCRI89D AS FOLLOWS; SEGIMNO AV A POINT ON TIM EASTERLY S:tog OF RED .FAWN RL D AT TR8 EXTR&4a NOWMERLY END OF AN ARC'OF A CYT(iM CONNECTING THE; NORTHERLY SIDE OF NORTH HAYVIEN ROAD WITH THE EASTERLY $ME OF RED FANS ROW., RUNN-TUG.THENCE NORTH 15 DBORSES 32 MI'HaTES 20 99MM a EAST ALONG TjiE MWTSRLY SIDE OF RED PAWN ROAD 117.73 FEET; THEHCR NORTHERLY AXOM THE ngTBRLY SIDE OF RED PAWS R= ASSIGIQMENT OS LEASE AN ARC OF*A CURVE BEARING TO TH9 LEFT HAVING A RAUJUS OF 764.38 MM A LENM OF 68.91 VMT; THHNCR SOUTH 86 DRY$ 07 MINUTE8 20 SECONDS EAST ALM THE DIVISION LINE BETWM LOT I AND LOT 2 AS SHOWN ON THE AEOVR M XTIONED MF 352.49 PERT; T'H>ME SOUTH 21 IDWMS 07 MINUTH8 30 9RCOND8 WEST A DIBTA14CS OF 388.76 FEET TO THE NMTHERLY SIDE OF NORTH BAYVISN ROAD; THENCE NORTH 73 DEMMBS 27 MINUTES 40 SECONDS IMST ALOM THE NORTHERLY $IDS OP' NORTH HAYVIM ROAD 269.19 FRET; THENCE NORTHERLY AXONG T'HE FIRST ABOVE bdE'VTi IOiirLD COWS BEKRING TO THR Azon HAVIM A RADIUS OF 25.00 FEET A LE9M OF 39.27 PERT TO TH$ 8A8'=LX SIDE OP RED FAWN RMD AT THE PLANT OR PLACE OIr BEGINNING. FOR II43POkMATION ONLY: DISTRICT 1000 SECTION 079.00 gWCS Oz:OD LOT 007.000 LBGAL DRSC=PTION DATED 10/21/04 i cnau+� -AKMEM LEGAL DR8CRIFTI0V- 01/17/09 i CHICAGO TnLE INSURANCE COMPANY LEGAL DESCRIP11ON ' ' TMe NumbBr. 3804-00996 i I ALL THAT CERTAIN PLOT, PIECE, OR PARCEL OF LAND, SITUATS, I•ynM, AND BEI[`1Ki IN THE TOWN OF SODTHOLD, COUNTY OF SUFFOLK AND S"LT8 OF M yoRX R MN AW DESIGNATED AS LOT,-2.A3 SHE ON A CERTAIN MAP ZNTITLED "MAP OIL. F61WTBROOA AT SAYVIBH■ AM plum IN THU OrVXC:E OF THP! CUMK OF THE COOT'W OF StIFPOLK ON JUn 1S, 2004 AS MAP NUMBEfi 111191 8E7M MORE pARTXCDLARLY 30MMR0 AND DESCRU- AS FOLLOWS: BROXNNING AT. A POINWr ❑Qi THE EA8TMy BIDS OF RMO FAWN ROAD DISTANT 325.91 FEET NORTFMILT AS M.BAMmuD ALONG TA$ BASTSRLY SIDE OF RED FAWN ROAD FROM THE EN EXTREME NORTHR"y D OF A Cum COQl ECTIN4 THS NORTHERLY SIDE OF NORTH BAyVIBH ROAD WITH TM H"TSRLX SIDE OF RED FAWN ROAD; RUNNING THENCE NORR'MOZY ALONG THE EASTERLY SIDS OF RED FAWN ROAD THE FOr,LC Tw 3 COURSES AND DISTANCES 1,. ALONG AN ARC OF A CURVE BBAR = TO THE LEFT HAVING A RADII<8 OF 764.3E F= A LEM= OF 101.24 FRET; 2. AlMa AN ARC OF A CURVE BEARING TO THE RICEM.HAVE A RADIUS OF 25.00 FXRi A LJMTH OF 22.44 FSHT; 3. ALONG AN ARC OF A CURVE BZKR G TO THE LEFT BAVINO A IkDTUS OF 60.00 rZET A LMOM OF 59.72 FLIRT; THENCE NORTH 80 D$ORMBS 41 rilIFiU"S 29 83CONDS XMT 292.00 THENCE SOUTHEASTERLY ALOHA AN ARC OF A CURVE BMARING TO THE LEFT HAVING A MIUS OF 175.00 FXxT A L OF 153.70 F$$;'; THMNCB SatiT'H 21 DEMME$ 07 MINUTES 30 SECONDS HEST 132.69 FBETI THENCE NORTH 66 DRG&=$ 07 MC1MBS 20 8Ed0 08 NEST 352.49 P=T TO THE. MaTr.RLY SIDS OF RED F3+►WN•ROAD.AT M POINT OR PLACE OF BEaZN =Y _ MR 33FORMATIOX OR"I DISTRICT 1000 8ECTION .079.00 BLOCK 02.00 LOT 007.000 i LM;AL DESCRIPTION DATED 10/21/04 I r'""° AWDED LPL DESCRIPTION- 01/17/06 CHICAGO TITLE INSURANCE COMPANY LEGAL DESCRIPTION Title NUMbOr: 3804-00997 ALL THAT CERTAIN PLOT, pIECE, OR PARCEL, OF LAND, SITCA'TE, LYIHC9; Am BEING AT BAYVIXI, TOUT+! 09' 90MOLD, COUNTY OF SUPIROLK AND STATE OF NO YORK KNOWbt AND DESIGN ATIM AS LOT 3 AS SHOWN ON A -CXRMk= MAP ENI'ITLuo ■MAp.OF 80RESTAROOK AT BAYVILWO AND FILRO IN THE OFFICE OF THE CLERK OF THE CODN'TY OF•SUFFOLK ON yog 15, 2004 AS MAP RLM ER 11119, SAID LOT 8E73 0 MORE PARTICULARLY BOt7E mm AND DESCRISIM AS FOLLOWS: BEGINNING AT A POINT ON Tits SA$TER[,Y 6IDS Up RED FANX ROAD WHEIM THE SAME IS IIPPER$W= BY THE 13MSION LTNE BSZ7t$'Eu1T LOTS 2 AND 3 AS aS091NI ON TRB AFORRSAID MAP; SAID POINT OR PLACE OF BSOIIaGTM.DEMO.DISTANT 509.31 FEET NORTHERLY AS MEA tM= ALONG THE g"TSR7.Y SIDE OF RED FAWN AM PPZM MM NORTHERLY MW OF A CURVE WHICH CtmvE SECTS THE NORT)IBRLY SIDE OF NM* TH BAMEN ROAD WITH THE EASTERLY SIDE OF RED FAWN RM, RUNNM TRENCH FROM SAID POINT OR plAM OF BHOIDRz= ALON(# THE EASTERLY ALA? t101:' HMkSTERLX SIDE 07 RED PAWN ROAD 331 A NORT'HBttLY AND NORTHWBS"MLY DIRECTION AtJM(; THE ARC OF A rzo BEARZRG TO THE LRPT HAVING A RAD=5 OF 60.00 FHBT A DISTAHiM OF 65.28 PERT TO TB$ DIVISION LIM BW'17 M LOTS 3 AND 4; RMOMM THWCR ALtOM SAID DIVISION LINE, NOIt= lg DBtB MS 21 MItQt1nS 24 SECONDS MWT 292.00 FEET TO THE DIVISION LTNB 111TWMN Z,OTS 3 AM 7; RUNNING THSXcS Amm SAID DrnSION LINE IN X BOO l=ASTSRLY DIRECTION ALONG THE ARC OF A CURVE SMING TO THE RIGHT H& MG,A RADIUS OF 352.00 FB$'1' A DISTANCE Op 382.95 F$8T TO THE DIVISION LINE 13rMEN LOTS 2 AND 3 AM; THSNCR ALONG SAID rJmszOH ro=N, SOIITH-90 DEG ms 41 MI n=8 29 REd=D8 WEST 292.00 .FRST TD THE EX&TR Y,Y SIDS OF Mo-$AW g=, *AM POINT OR PLI= OF t3$CY)�iING. IMPOSED LOT 31 FOR ziRFORNATION ONLY. DISTRICT ID00 SECTION 079.00 BLOCK 02.00 LOT 007.000 rnULAM -AMBNDSD L=XL DBSCRIP=ON- 01/27/06 CHICAGO TITLE INSURANCE COMPANY LEGAL DESCRIP110N Tide Number: 3804-00998 ALL THAT CERTAIN PLOT, PIECE, OR PARCEL OF LAND, SITUATE, LY=, AND BRING AT BAYV� 1, TOWN OF SiWMOLD, COUNTY OF SCWFOLK AND STATE OF MW YOM-IUMM AND DESIONATIM AS LOT 4 .A8 SHOW ON A CSRTATU WLP =TIT= aNAp dV FORSSTBROK AT BAYVIEWN AND FIUM IN THE OFFICE OF THE CL=X OF THE COMITY OF SDFFOLE ON JUNE 15, 2004 AS MAP NO- IX119. SAID Wr lgnM MORR PARTICULARLY BOUNDED ANb Dg8CRIDEA AS PQLL01oS: BBGYNNING AT A POINT ON THE NoRTnuTERLY 8IDE OFF WM VAM ROAD WM= THE SAS IS ZNTERSHCT= BY THE DIVISION LINU SWT'4i M LOTS 3 AND 4 AS SMMO ON Tim AFORESAID MAP; SAID POINT OR PLACE OF BROXMINg BEIM DISTANT 574.59 P'g= NORT=ItLY AND NORTRNWTERLY AS MRABUBSO ALONG; THS BABTERLY AHD NORTRpAgTERLX BYDR OF RED FANN ROAD PWX THE NORTMLY END OF A C(JRVE WHICH CORM CVNMCTg THg 1 NORTHERLY SIDE OF NORTH DAIMIEW ROAD WITH THE NKSTBRLY B=z OP' RED WANK ROAD; RMUNG THENCE FROM SAID POxRT OR Plaa OF BEt33l 32M 2LIAM TlW NORTH E"TORLY AND NOR` MMLY SIDS OF RED FAWN ROM IN A NORTfI Mg%M LY AND WngT$MLY DXRRCTIOTi JLLOW THE AXIC OV A CWM BRA8IHU•TO THE; LBVT HAV=a A RADIVg OF 60.00 FSl�T A DISTANCE; OP 65.28 FEET TO THE DIVISION LINE BEMEN LOTS 4 AND 5; RUMIM THENCE ALONG SAID DIV1910N LINE, NORTR 43 DBdRnG 50 MWMS 40 SOCONOS W99T 292.00 TO TIM DIVISION .LINE BETM M LMB 4 AND 7; RUfWINQ THENCE AUM RAID DLVISION LINE IN A NORTHEASTnU AND BASTMtLY DIRECTION ALOM TU ARC OF A C13RVE BEAR= TO THE $RENT H&VINGI A =,US, OF 352.00. F=T A DISTANCE OF 382.96 VWrA TO THE UMSION LINE EREMER LOTS 3 AND 4 AND; THENCE ALMO 8ATD DM31011 LINE,- 90M 16 DE ORMS 21 Hn T 8S 24 aECO10S VRST 292.00 FEET TO THE RMTHM STEMY SIDE OF RED FAWN ROAD, THU P0M OR PLACE OF BRGINNING. (PROPOSED LOT 4) FOR .INFOftMTION ONLY- DISTRICT 1000 SECTION 079.00 ,BLOCK 02.00 LOT 007.000 czu tAN LEGM DESCRIPTYgM. 0t/3.7/Og CHICAGO TITLE INSURANCE COMPANY LEGAL DESCRIPTION `title Number: 3804-00999 ALL THAT CERTAIt+! PLAT, PIECE, OR PARCEL. OF LAND, SITOAT$, LYE(,, AND BEING IN THE TORN OF SOUTHOLD, COUNTY OF SUFFOLK AND 8-T&TS OF NSW YOR![ 1c"Olett = DSS X=ATE) AS MT 5 AS SHOW ON A CERTAIN MAP ENTITIam wMAp OF pM8Tg{OOA AT BAYVIEN„ AM FILED XX THS OFFICE OF THS CLMM OF Tn COMY OF StrFFOLK cm atE 15. 2004 AS MAP NUMBER 11119, g$ING MORE PARTTCMAARLY BODNDED AND DR$C$Iagp AS P'OLZ�G!!S 13MX ING AT A POINT ON THE WRST$RLY SIDS OF RED FANN ROW DISTANT 429.74 pt3RT NORTHERLY AB MSABIIRRD ALoma THS WESTERLY SIDE OF LIED FAUN ROAD no" THR RUTRBMg =RTHBRLY END OF A CARVE camm=nw THE mR7=RLX SIDS OF NORTH EAMBN ROAD WITH THE WESTERLY SIDIt OF RED FAWN N%D; iZDNN2NG THENCE BOt"H 84 ABORBES 56 MLINUTS8 48 SECOMM HEST ALOW THS DIVISION? LINE S=WMM LOT 6 AM LOT 5 AS BOOM ON THE ADM MENTIONED MAP 314.19 FEET; THENCE N=TMML.Y ALONG THE DIVISION LISS B EEN LOT 7 AMID LOT 8 A8 SHOWN ON THE ABOVE M[BrTPIONSD MAP AI=Q AN ARC OF A CURVE BBARINr3 TO TU RIGHT HAVSM A RAAIQS OF 352.CO F38T A DISTAN= OF 363.14 FSST; THENCS SOUTH 43 DSt=ES 58 MINLTTS8 40 SECONDS EAST-ALO+M THE DIVISION LnM B=.WESN LO'T 4 AM LOT 5 AS SHOWN C N THE ABOVE MEXTXO¢+TED MP 292.00 PC To Mm WESTERLY SIDE OF RED FAWN ROAD: TH'WCR SOUTHERLY AUWG THE NUTERLY SIDE .OF RED FAWN ROAD ALONG AN ARC OF A CURVE BEARING TO THE LEFT RRVING A RADIUB OF 60-00 MMT A DiSTANCB OP' i11.16 FEET TO THE POINT OR FLA= OF AgGINN=. FOR INFORMATION ONLY: D78TRICP 1000 SUCTION 079.00 B3,M9 02.00 I,OT 007.000 LEGAL DESCRIPTION DATED 10/21/04 rnauu�e -AMEt = LEM MiSCRIPTION- 01-117/06 bT d -11ji0i CHICAGO TITLE INSURANCE COMPANY V LEGAL DESCRIPTION Tide Number: m4-OY000 ALL THAT CERTAIN PLOT, PI$CE, OR PARCEL OF LAND, gxTuATE. LYING. ArM BRING ZI4 THE TOWN OF 90=OI.D, COUNTY OF SUFFOt-X AM STATE OF IM YORK K AND DESIC3bATIM AS TAT 6 AS SHOWN ON A CERTAIN MAP ENTITLSU wH" OF FORP.9"ROOK AT HAYVIEW" AMD FZL$D IN THE OFF'IC$ OF VM CUM OF THE COUNTY OF SUFFOLK ON am 15, 2004 AS MAP HUM ME 11119, BEINC;. MORE PARTICULARLY BOMMED AM DESCRIBE AS VOLLOWS: SEGMNNING AT A POINT ON THE NORTHERLY $ID$ OF NORTH Ba►YVISW ROAD AT THE RXTREME SOUTHWESTERLY M OF A CURVE COIMECTnM THR WESTERLY SXDH OF RED FAM xOAD WITH TH9 NORTHERLY SIDE OF NORTH SAYVZIZW ROAD; RCEND4M- '1'MCE !NORTH 73 DEGREES 27 MINUTES 40 SMMS NEST AI ONO THE NORTHERLY SIDE OF NORTH SAYVIEW ROAD 259.24 Fgg+s Tp THE-DIVISICH LIM BETWEEN LOT 7 AND LOT 6 AS SHOMM ON 'TM ADM MMZOMm pW,. THEM= ALONG SAID DIVISION LINE THR MoUNnn 3 MURSES AND DI9TAffiCEB; 1. NOIZT'H 16 DRGRHES 32 MINMS 20 SHCONDS EAST 106.2S FEET; 2. NORTIMPIrY AX4MG AN ARC" OF A CUM 13PARIM TO THE LIXT HAVING A RADIUS OF 300.00 FEET A DISTANCE OF 172.01 FEET1 3. NORTHERLY ALOW AN ARC OF A CURVE BEARI G TO THE RIGHT HAVING A RADIUS OF 352,00 PUT A DISTANCE OP 19.81 FEET TO TRE DIVISION LINE BETK13EN L T 3 AND LOT 6 AS SHOW OWN THE ABM MENTIOM MAP; TMM9 ALONG G= OMSION LINE, NORTH 84 Iy90R$ 9 Sf MINUTES 43 BSC MG FAST 314.19 PERT TD rxM NESTgRLY SIDE OF RW E'AM ROAD; THENCE SOUTHERLY ALONG THE WESTERLY 82DS OF M FAWN RM THE FOLLOWIM 3 COLW98 AM DISTANCES: 1. A14M AN.ARC OF 'A CURVE gRn"O TO•THE RIGW HAVI3G A RMIUS OF 25.GO FEEr A DISTUCH OF 24.77 FRET; 2. ALONG AN'ARC OF A CURVE REARING TO THE RIMM HAVING A RADIUS OF 114.38 VERT" A DIST=CE OF 247.97 FEET. 3. SOUTH 16 DWR=S 32 MINOTEB 20 BlEMMS HEST A DISTANCE OF 7s.bx pm3T; THEN" SOUTMMSTBRLY ALONG TU FIRST ARM PwaIOFTFD CURVE =RIM TO THE RIGHT HAVING A ItJW= OF 25.00 MM'A DIBTANCS OF 39.27 FSSP TO THE MORTHERLY, BIDS of NORTH BAYYYEN ROAD AT THS POINT OR PLACE OF BWIHIVIt+7Ci. 'OR INFORM T10N OTB,L,Y: DISTRICT 1000 SECTION 079.00 BLOCK 02.,06 LOT 007.000 LEC-" 1)E8CRIPTIO4 VATED 10/21/04 QAM -AM ID LMLL,DRECRIPTT09- 01/.17/06 f- - Young 2F Young N - 400 Ostrander Avenue, Riverhead, New York 11901 € g 631-727-2303 e Howard W. Young, Land Surveyor Thomas C. Wolpert, Professional Engineer ryp 00 Robert C. Tast, Architect ` a Ronald E. Pfuhl, Landscape Architect W"gz _ _ —— —— •— _ _ Douglas E. Adams, Professional Engineer € W E HEALTH DEPARTMENT USE r p /S > ?E�;�A f1`«'t ail _ff �a-r;F�LTH�IsIZ'VICES $ S SLOR A 70 Lot 3 ki; _AS m Q 4 �\ - 1 r p -p� .� 0 •) JC u 0 �\ /O i"'lg�I rS"Ilii',p�,yB HI�: >r:�Cia3A v�i :;.:cr'k�.�?ti%AI� gR �s F. .z z \ 5URVEYOR'5 CERTI F I CA —SA, �' � q`� �� r \ • WE HEREBY CERTIFY TO H U RTAD O 0 IN C. THAT THI5 SURVEY WAS PREPARE Q •\ © • ?' ��sryV 16 PROPOSED WITH THE GORE OF PRACTICE FOR LAND O _� 4 aS 'yam - BY THE NEW YORK STATE A5500IATION * 5 L \ FROPOSM ,� ' /• LAND 5URVEYOR5. SANITARY `a g`� ' HN SYSTEM I s 00 ' zk x o 1 3 hji .� 69 V1 OO g �ob{S o ` R�.6 a 50 a.o x HOWARD W. YOUNG, N.Y.S. L.S. NO. 458Q3 LANDS' � ml WW2 TEST HOLE 242.p0' 2�2•0 p1 1 �\ PLOT PLAN ° q"W a FROM FILED MAP J 3s �5aOo41 2 \• \ HURTADO DEVELOPMENT INC. c 0•0' s1.3 \\ �� LOT 5 "FORESTBROOK AT BAYVIEW" LOAM 1-°t 2 At 5ayvievi, Town of Southold zA, 5ubdt"i to $a,�yiew�� \ Suffolk County, New York E op bf, a�OrPi9t vQ�ant) \ County Tax Map District 1000 Section 7Q Block 02 Lot -7.3 _� SILTY SAND > .o: BUILnIN& PERMIT PLOT PLANE <w o 0 GRAVEL 0 rn NOTES < �O AREA = 65,442 50. FT. ��$; n.o > MAP PREPARED MAR. 2, 200(6 i • SUBDIVISION MAP - "FORE5TBROOK AT PAYVIEW" FILED IN j�a§E G THE OFFICE OF THE CLERK OF 5UFFOLK COUNTY ON �o k = JUNE 15, 2004 A5 FILE NO. IIIIQ. SCALE: I"=50' JOB NO. 20 V Elmomm:w ser ■ n mowm2Nr FOUND Q e STAKE SET o STAKE FOUND • ERTICAL DATUM = N.G.V. DATUM (M.5.L. IQ29) DWG. 2001_0145-00145_0003_2006_004Q_bp s• - - - - - -�_ _ Young & Young N 400 Ostrander Avenue, Riverhead, New York 11901 CA�� 631-727-2303g�e x Howard W. Young, Land Surveyor 0 p Thomas C. Wolpert, Professional Engineer <��< n 0 Robert C. Tast, Architect y _ _ _•_ _.__ _ N0. Ronald E. Pfuhl, LandseddPe Architectgz —. Douglas E. Adams, Prof essi'dh* al Engineer M 153 6^ 6 o HEALTH DEPARTMENT USE YYYI Y 'b/ o Lis > 1122 €mo o z 0 N s� B�LLz w� F S Lot 5 s *p G o F RF12P 0 O t9' m ZZp. `A` aBF�N ory T.H F. U �p^ry'Os. ,• �'�z o Ffh-F 5 a g SUR\IEYOR'5 CERTIFICATION M NE pp � 4 �. '1i YELL � '` 4��• 3' �� H � o PROPOSED \ 5ANITARY m 5YSTEM I a o 1rJp.Op MQ to 24.0% 001 1 HOWARD W. YOUNG, N.Y.S. L.S. NO. 455a5 �A TEST HOLE 60 'r'� 242.po' 2q2• \ - - FROM PILED MAP pR0Q0� \5aO'41�2qu� `\ \ c 0.0 2ss \ u I PLOT1QPLAN i3 a 213 \� JOI N ice• 1 UR 1 ADO, SR. a�Q� LOAM ' Lot 2 • i o 2.0' LOT 5 "PORESTBROOK AT BAY\/I EN" W � 5bboo� LOT E%m� SILTY SAND a rest \ At Bayvfew, Town of Southold gzo� o ./a t 4 `Qn �� Suffolk County, New YorkQ 8.01 Count Tax Ma District 1000 Section — —— � y p 7� Block �2 Lot rs o BUILDIN& PERMIT PLOT PLAN S=g 6RAV Ela NOTES ,AREA = 65,442 50. FT. €3 .a > m I�� • 5UBDIV1510N MAP - "FORESTBROOK AT BAYVIEW" FILED AMENDED PROP05ED HOUSE APR. 25, 200-7 gF $p IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON MAP PREPARED MAR. 2, 2006 ao V JUNE 15, 2004 AS FILE NO. 111111. �Ng� a 2 ff R t; • VERTICAL DATUM.= N.G.V. DATUM (M.5.L. I012CI) SCALE: P=50' p=MONO aIT SET ■ =MOr WOO FOUND AL C Q=STAKE SET =STAKE FOUND =00MY RO=ROOF OVER 5=STOOP CE=CELLAR ENTRANCE JOB NO. 2007-0153 � DW6. 2001-0145-0005-2006_OOQq—bp 11—h s �ys NOTES Young & Young go AREA 65 442 5Q. ;=T. 400 Ostrander Avenue, Riverhead, New York 11901 £��ff \ \ \ \ 631-727-2303 ��e SUBDIVISION MAP - "FORESTBROOK AT BAYVIEW" FILED Howard W. Young, Land Surveyor � o IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON N� Thomas C. Wolpert, Professional Engineer < \Yp �0 �\ ` DUNE 15, 2004 AS FILE NO. Illla. -� T � Robert C. Tast, Architect �No \ 3 ' I . �' l!�ti Ronald E. P hl, Landscape Architect W x W o \\ \ \\ • VERTICAL DATUM = N.G.V. DATUM (M.S.,I: =T p i`�agz \ \ \ Douglas E. Adams, Professional Engineer 0,� `sG6 \``\ ``` ``\ \`\ _ - -, HEALTH DEPARTMENT,U5E �FPS M. = -- I<O�♦ `� \` \\\ =ado / r I ` \ \ \ \ lr \ 1 K'Ea _ ¢FPE Lot 3 \ \ ` °0.��+�s�\ , �V vI �'4J� \\ •Q•_A\` \-Y�----- N f - / Z < Z / T.H. U v� a (l ` F% ib fy d" Y� °ry RE X 23.o x 0 '.F3 \ \\\� \`\\ TEST HOLE SURVEYOR'S CERTIFICATION wry -C • g Q.eb \ \ FROM FILED MAP z B 1 PROPOSED 4 ` ` ' $8 SANITARY '/ OV \ s �Bm LOAM 5`r:� t7 « � W SYSTEM OO, \ \ s¢ y n.o P'3 SON ryj iT x 23.4 (LoO' 9 ✓D�,.. 3"' (r 3 2.0' k LF4o 25.0 x t 1 Od \` \ -� 1 SILTY SAND 24.Oix � yW HOARD W. YOUNG, N.Y.S. L.S. NO. 458Q3 LAND �€i5 ZOO 24'2' 60 •a pROQK p0% 2g2.OQ 1 �i i 8A' W TG=215 LFI Lot 2 ,�� SAND a PLOT PLAN z3� 5a0°41'2q�� S�bdlviylon - view, ' GRAVEL 215 xM �0 rp0k Pit 8Qy JOHN L. HURTADO, SR. a$�� \ re5tb /: � LOT 3 "FORESTBROOK AT BAYVI EW" � DRA�INAr6E DE516N CRITERIA 4 OAtL"LATIONS At Bayview, Town of Southold ��=o V= A R C Suffolk County, New York o <� `\ A= AREA OF TRIBUTARY(5.F) R= RAINFALL(FTJ County Tax Map District 1000 Section 761 Block 02 Lot 7.3 g G = COEFFICIENT OF RUNOFF FBga BUILDING PERMIT PLOT PLAN N �6 cD� LEAGI•IIN6 FIELD NO. I LEACHING FIELD NO. 2 LEACHING FIELD N0. S LEACHING FIELD NO. 4 D(U1 PAVEMENT AREA a 2,164 SP. ROOF AREA= 1,088 S.F. ROOF AREA a 184 5P. ROOF AREA- I'les S.F. 0 rn 2,164 S.F.x 2/12 x 1.00 a 561 G.F. 1,083 S.F.x 2/12 x 1.00 a 181 G.F. 78q S.F.x 2/12 x 1.00 a 152 G.F. 1,185 S.F.x 2/12 x 1.00 a leis G.F. ADDED DRAINAGE DESIGN DULY I'i, 200? oN_�3 7-0 REQUIRED VOLUME 561 G.F. REQUIRED VOLUME 181 G.F. REQUIRED VOLUME 152 Cf. REQUIRED VOLUME leis G.F. AMENDED PROPOSED HOUSE APR. 25, 200-1 F�gr_ `\\ > A Z PROVIDED VOLUME PROVIDED VOLUME PROVIDED VOLUME PROVIDED VOLUME MAP PREPARED MAR. 2, 2006 1^; `\ 0 (1)8'0 x 10'EFF.DEPTH POOL= 422 G.F. 0)V0 x 5'EFF.DEPTH POOL- 211 C.F. N 810 x 4'EFF.DEPTH POOL=i I6q G.F. (1)8'0 x V EFF.DEPTH POOL- 211 G.F. 0.06 € Ela Moir SET ■ e Mot +r Four Q Q sraXE sEr A-STAKE 170UND C. GH1FY RO"ROOF over s"srooP GE Q GB I1V2 BJrRANGE JOB NO. 2001-026112D1104G. 2001-0145-0003-2006-004Q- 2 i 1 s GENERAL NOTES: AS PER NEW YORK STATE CODES-JANUARY 2003 WINDOWS& DOORS pON ' '.pN ��ED• REScheck Software Version �'.0.1 �F9�lq 1. All works shall conform to the rules and regulations of the TOV OF SOLTHOLD 35, N.Y. STATE'CODE R310-EGRESS.Contractor to verify all windows sizes before TO)" oFF�se��`�Pee Compliance Certficate Q�9S�F91/,� Building Department,the New York Residential Building Code,and New York State commencement of work. All windows are to meet New York State Fire regulations for NP 9cc0 /C,�/C h. egress.Contact architect is improper,windows are specified.All windows,unless Energy Conservation Code. � , otherwise noted,are to be Andersen 400 series Project Title: New home for John Hurtado Sr. 2,. Dimension figures shall always be taken in preference to scaling of drawings. o not 36, All glazing in exterior glass not more than 18"above finished floor to be tempered.Any Report Date:oa�1z/oT scale drawings! All dimensions and conditions must be verified before ordering window within 60"horizontally of the bottom of a stair or within 60"of pool walking Data Report Date: D aPr ram F ALL CONSTf�IJ^T10; St;;"��L materials. surface must be tempered. (Refer to R 308.4) 3. Contractor shall be responsible for verification of all field measurements and shall bring 37. A11 skylights(if any)are to be made by Andersen are to be made of glass. Provide double C og NesYork l ate E ergy termann.rck s between the drawings and actual field All skylights on all four sides MEET THE RE011lf yE(49ci 4-' 0�THE to the attention of the Architect,any discrepancies b g of skylights. Energy Code: New York State Energy Conservation Construction Code CODES OF NB`11 Y01�'�STATE. Location: Suffolk County,New York Construction Type: Detached 1 or 2 Family conditions. DRYWALL INSTALLATION Heating Type: Non-Electric 4. Architect is not responsible for supervision,inspection or administration of this 38. All drywall installation to comply with Chapter 47 of U.B.C. Heating Degree Days: 5759 construction project.Contractor is to coordinate all work scheduling with own GlazingArea Percentage: 14'yo a, Provide 1/2"on all walls and ceilings throughout the addition. Construction Site: Owner/Agent: Designer/Contractor: 5. Contractor to provide adequate shoring to insure personal safety and minimum stresses to b. All gyp.Bd.To be screwed to the wall studs.No nailing! Lot 3 @ Bayview Brian Rapp Southold,NY Brian A.Rapp,R.A,.Architect existing structure during construction. 4 Nan Place e. Wafer resistant 5/8"gypsum bd. shall be used at kitchen sink are.and all icings Park,NY 11754 WOOD/FRAMING bathrooms new and remodeled. ' r anchor bolts x d. Green board in all shower and tub areas. 631 544 s 6. Wood sills are to be(2)2"x 6"(wolmanized lumber)with 5/8"diamete ;R 18"long at 3'-0"O.C.,with 3"x 3"square washers.Min of 2 per wall. 39 '' '. Gypsum wallboard shall be Georgia Pacific or approved equal.All walls and ceilings shall " ood posts unless otherwise stated. 7. All headers are to be supported by 4"x 4"w be taped and sparkled,ready for painting. - ELECTRiCAU PL UMBING/H VA C M�w 8. All columns or solid framing shall extend through all levels and terminate at a footing Ceiling 1:Flat Ceiling or Scissor Truss: 2131 30.0 0.0 75 40. All electrical work shall be underwriter's approved and comply with all state and local Wall 1:Wood Frame,16"o.c.: 4380 19.0 0.0 227 designed to Carry the load. codes. Window 1:Vinyl Frame:0ouble Pane with Low-E: 602 0.310 187 Floor 1:All-Wood Joisffruss:Over Unconditioned Space: 1856 30.0 0.0 61 9. All headers shall be(2)2"x 8"unless otherwise noted. 41. Install HARD WARD and interconnected smoke alarms in any new locations as per New Floor 2:All-Wood Joist/Truss:Over Unconditioned Space: 200 30.0 7.0 5 York State Building Codes,Section R317. Floor 3:AN-Wood Joist/Truss:Over Outside Air: 18 30.0 0.0 1 10.Provide double headers under all partitions running parallel to same unless otherwise 42. Vent dryer as per RM-1501 The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted noted. 43. All plumbing to comply with state and local codes. All copper tub line shall be supported with this permit application.The proposed systems have been designed to meat the New York State Energy Conservation Construction 11. All framing lumber to be.grade marked and have E= l.2 and Fb=850 P.S.I and shall be by means of copper tube hangers of size and type adequate to support the lines.Pipes of Cade requirements.When a Registered DesignaProfessional, uh p has stamped and signed this page,they are attesting that to the best of hiSAter knowledge, eUef,and professional judgment,such plans or apeclfic ns are in pNance with this Code. � one of the following speces: -�-Ia n (-1-yz) a�d,-' 4. or smaller shall have hangers placed not to exceed 7'-0".IT IS IMPORTANT THAT NO a. Douglas Fir,Construct.Grade FI-850 P.S.I GALVANIZED HANGERS BE PERMITTED WITH COPPER TUBING LINES. 44. All new hot water Iines are to be insulated. 12, Provide"TECO"Tie Down Fasteners(Hurricane Clips)at all Rafter to plate connections. � Name-Title Signatwe Date , 45. Heating and cooling designs Provide"TECO"connectors at all flush header conditions. g g g must comply with A.S.H.R.A.E, standards.Lay out pipes to A g fall within walls or ceiling cavities and not to require fiuring other than as shown on the AP?OV��'�"���;!F�a� 13. All lumber in contact with concrete shall be pressure treated. drawings. 1�I. All EXTERIOR wood studs are Z"x 6"in size on the first floor and 2"x 4"on the 46. Soil waste and vent piping shall be supported P p g near or at each hub at intervals not to exceed DAT C �v second floor and are to be 16"o.c.unless otherwise noted. 5 feet. . '2��1•--��.� .�� :_.,--- � LY `,A�!TH ALL COC`FS OF 15. Hip,valley rafters and ridge boards shall be one"2x"size larger than connecting rafters. INSULATION AS PER NY STATE CODES R802 r r V;� !i !J+,a i�EF,' FhIT CO' ' - OF 47. Provide R19 Batt ( I"tih FOR•Tl-IE NEW YCR� ST 3.�1. :.'T� i' CONCRETE/MASONRY ,Kraft faced fiberglass insulation by Certainieed or approved equal in all 7�) AS REOU',RZ exterior walls. t�,�;+i;� ' ��°`'`� �"ECTICI.1=�� D7 �: ,..G)1�,�:u rl�l.v� IREq 16. Extend all new footings to undisturbed soil of 2-ton minimum bearing value.All new 48. Provide R30 Batt,Kraft faced fiberglass insulation b Certain I -T\tiQ fiEOU ' de.The exterior of all foundation walls below grade shall g y teed or approved equal in all ' ?URD CONCRETE ` footings shall be 3 -0 below gra attic ceilings,floors over garage and cellar ceilings, if `' -base,bituminous plastic cement.An discrepancy be dam roofed with an elastic teal tar b p y ep 2 �;.I .,FRF,MI�iG �< PL,UMBING p p METALS should be reported to architect,immediately. J4`' r~�Yi` �i f rl ;`"hUCTION tti�iST - 41 49. All structural steal shall be A-36 and conform to all standards of A.I.S.C.manual latest , n PILL EEJtE -- 17. All exterior concrete is to be air-entrained.New poured concrete is to be a minimum of edition.All steel to be shop coated. r., d EfiJ i S Or Tl iE CODES OF N-`"/ 3,500 P.S.I.compressive strength in 28 days. P I ;TATE. NOT RESPONSIBLE FOR 50. Anchor bolts to be 5/8"diameter X 18"long.Install bolts 1'-0"from each comer and 18. Gravel fill shall be clean,washed gravel 3/4"to 1 %2"in size or crushed stone of same size Y-0'" Provide x 3 washers. �✓ U on center maximum,Minimum 2 bolts per wall.Pide 3" "square .,y OR CONSTRUCTION ERRORS; II '' pp and shall be placed under all slabs where indicated on plans at least 4"deep. q hl CW1 tc MISC. 1,9. Footings shall drop below plumbing lines.Step footings shall have a maximum grade of 25 Ir- S7. Provide electric carbon monoxide detectors per NY State Res codes 12252 At least degrees. . . 4% '1 I'H O U : .r E I�T l ,t, :, are carbon monoxide alarm shall be provided on each floor level containing sleeping SIDING units. One alarm shall be placed inside of a sleeping unit containing any fuel fired ® � �� nr � n�f 20. NEW VINYL SIDING THROUGHOUT, except for front brick facade.Fasteners shall be appliance or solid fuel burning equipment or fireplace_ „ 0�' V U PA �✓ i I COMPLY WITH CHAPTER"4 corrosion resistant aluminum or zinc coated in lengths recommended by manufacturer for 52. Any rnicrolam header deeper than 11 7/8"should have a 5 Y2"bearing depth on each end. FLOOD DAMAGE PREVENTIO'r ' thickness and substrate conditions. Load should be blocked continuously to foundation.Furr walls-if nec'y.At cellar SOUTHOLD TOWN CODE. SiTE WORK conditions,lally columns should have%2"x 6"x 6"steel plates welded on top receive wider CERTIFICATION OE M. SOIL TESTS-AS PER N.Y.Y STATE CODE R401-4 In areas likely to have expansive, spread toads from above. ) compressible,shifting or other unknown soil characteristics,a soil test shall be performed 53. These plans meet the New York State Building Code R310.1.1, 1.2,1.3 REGARDING NAILING et CONNECTIONS to determine the soils characteristics at a particular location.Thus test shall be made by an EGRESS ('�t�(�91REQ. approved agency using an approved method. 54. Fire stop walls and floor construction in accordance with New York State Building code 22. Finished grade to be a minimum of 8"below pressure treated sill plate. 23. No back ill shall be done near foundations until adequate bracing has been produced and pLu[VBBING until all proper Town and Village inspections have been made. Grading of site shall slope ALL PLJPJ�BItt(' ti ,,EEE away from residence and blend into existing contours. &WATER LNt- O\JERING RETAIN STORrl INAT7 RIJMOFI: 24. All setbacks are to be verified and staked out prior to excavation. TESTING BEFORE CO PURSUANT TO SECTION �35-10C OF THE TOWN CODE. ROOFING/THERMAL & MOISTURE PROTECTION 25. Flashing to be.019 thick aluminum.Contractor to provide flashing at all new exterior wall openings and where new roof meets existing roof or walls. Step flashing at all chimneys in contact with new roof.All vent pipes or other protrusions shall be properly flashed with base and cap flashing. 26. Asphalt shingles tAs per R905.3)must have a minimum of 2: 12 slope;with a double underlayment forroof slopes 2: 12 up to 4:12.Fasteners to penetrate through roofing LUMBER CERTIFICATION materials into sheathing at least 3/4"inch. For Long Island,there will be a minimum of 6 fasteners per asphalt shingle when eave is at least 20'-0"above grade(4 for 20'-0')and in LEAD CONTENT BEFORE' ER 110 or 120 MPH wind zones. Snow and ice shield from eave edge to 24"inside exterior CERTIFICATE OF OCCUPANCI' wall surface. SOLDER USED IN WATER 27. All chimneys shall extend at least 2 feet higher,than any portion of the building within a SUPPL Y SYSTEM CANNOT horizontal distance of 10 feet.NY STATE CODE G.2426.5.3 EXCEED 2/10 OF 1% LEAD. 28. Sill plate insulation:sills to be set on fiberglass sill sealer by certainteed and caulked. 29. Install Tyvek house warp by Dupont on all new exterior walls,lapping succeeding course not less that 2". 30. Caulk and seam all joints providing a positive barrier against the passage of air and moisture. 31. Insulation to be made by Owens/Corning Fiberglass or equal,with a Kraft vapor barrier. Vapor barrier to be installed on warm side only. 32. Use only galvanized nails and fasteners for all roofing and flashing applications. 33. New aluminum seamless leaders and gutters at all roof slopes 34. All soffits are to be continuously vented vinyl. BRiAN A, RAPP, R.A. ARCHITECT, F C Architect's -Seal Revisions 4 Nan Place PHONE ( 631 544-6340 Kings Park, Neil York 11'154 FAX ( 631 ) 544-6358 Date originally Completed {J. NEW CUSTOM HOME APR 13, 200-1 JOHN HURTADO SR. ' + {h Job 1Number ' °' FORESTBROOK 6 BAYVIEW 01 - 1010 LOT 3 SOUTi O- 1-rD, NEW YORK Sheet Number A - 111_gll 161_Il, 191-011 ✓l 11 2 A-6 A-6 10" FOUNDATION WALL WITH BRICK LEDGE J------------------------ 19"_x_2Q�P_�C. FQQTNG5_=3� IN,_PBf'_T14------ ------------------------------ -------------- ------------------------------- -------------------------- --- - 21 r- ---+ 1 I A• ♦ p. D• p 0. • p• d v C• ♦ • r, d d • V• D' v C• • v• p• v 0• • p. p p. • p• D. p p. • p. p. ; ' 4 . 4 . 4 4 4 • 4 - • 4 1 - - • , d 1 ♦ 1 = 1 D I • I 1 D _ I y I --------- LJ4 16'4" II ISl�ll �11 131_2n ° i 1 I ' I A- , I I ' I I I ; d I C , • PATIO 14'-z" I • ' 1 , I ; D • i I D . I I . ----------121LfOUN- TiOR-WALL-WtT#4-BRiCK-LEDGE---I �----------------------------------------- . t ' I , a D - e o e p e D o - . e p e o - ; 12" 7NDATION WALL WITH BRICK LEDGE D , ' ----� t 1 V r----- ------------------------------ ' _ - , ' I 1 V' '� , ------ -------1-- ---I---- I- D ; -- ---------- A-"I I '� t n 1 i :4-T----- ® --' -- I �: d J o - • d p e . ° n - • d p e . nl - . • e p d p n - d p e D n I ------- ' �P (3) 13/4"ix II -7 8" LYL BEAM - I • I _ I I _ ___________________ ________________________ 11 I 1 1 I I D I I - I n �d 'D . d . D p - • • d . p p • . d p . d • D p I i 1 -� 13-2 III IIII 11 I__-4 `------------------------------ -------------W LINE OF 5/8 TYPE X GYP. BD. tU I I ` N_G IL11�Ca ,45 P_ER_COD� • TYPICAL BEAM POCKET v i i i } } I 1 BEAM SOCKET TO BE " WIDE MINIMUM �• i I 1 p J ; ; p AND S" IN DEPTH FRO TOP OF WALL I _ 11 ' \ I I f I IM ' ► I I r r' ' r r l l 1 n 1 n I IW 1 1 1 NEW 8-0 X l-O O.H.G.D. 1 n I I DI b I I —I 1 TYPICAL — — I i cp TO CELLAR ' 1 I LLY GOLUMif � Q o'° CO r Xy-r- ON 24" X 24" X 12" P.G. FO INCs ; ; p °' - I C I 1 1 b 1 I I 1 - I I , -] I_J.L�_ I .v D •1 1 L ^' ' I LL O ^ I I LL O I p I 6" DRAIN TO DRYWELL ((yy I I DETECTOR i _ d)i 1 % 1 , I I ' 1 LL — ' 13 2 +� I ---16-�---- 1-11I - 1 1 i i 11 I ' � I I I 1 I I I I i I ,• ° I •° I l3) 1 3/-- X - --- LYL 3EA_L-_ o `p II 1 Ir_+-_1------------------L-_----J----------------__ -------------I- i T I 1__ ' O ' ' '®' -------------'- p '_ ' p IV I I T------- ----- ----r-------I-------------------1-------r--- _ , p.= p N • v• D' p 0. •= v• 4� .�p�Q. • 0•• D' Il � I I 1 I I 1 , •gyp , 0 .:_ . a p4. e . c -�- ,- a Dr�. e . c e p4• e . ° I I DOUBLE FLOOR JOISTS UNDER W LL ,41=3¢11 I ♦ Q -BAIT I-- IN WALL. BF PING ICU- I D I 1 —l � a - �-------- ------------------------------- ------ 1 ; •�1_g'� 7'-Ills , I � 1 i(3) 1 3/4" X 11 -1/8" L L BEAM i s• i ; �,L L_______________I___ cz1 � D ' NOTE�7 TY u�r I o 1 /W.I.F. 80 SERIF-$ FLOOR JOISTS Il '1/8" D H ' ' r `- ' , I = _ 3 I/2" TEE.L, LLY COLUMN ON _ II i i N -' r_ __, ---- ; i •• ' O ri 24" x " x 12"P.C. FOOTING m I • I ® 16 O.C. I I m I �; I I NOTE: ll I ;------------------------------_-------- ----- _ U —I 1 INSULATE STAIRW L_T 1 ------------------ ------ I ° -i FIRST FLOOR AND R ASOV DOUBLE FLOOR JOISTS UNDER LU LL i4 °� R ; I 4 1 i JI , I LL = V i , ' ' v• ' ' i i ' �, w a `' O�- -- ; COLUMN LOC TIO DIRE TLY Bg 7 -1 i- �; POST -R M 1 1 �, I t o - • ; 1 I D I I i METAL AREA I m o I _ �s4 `-----• I 1 CELLAR 9'-0" CEILING HEIGHT '�I I I I I ----� I � 4" P.C. SLAB W/ 6" X 6" X 10 GA �i i i � � O i FOa i 22'-l" ; il'-0"i ; I I = I d I U.. _____ 1 ; _ LL O (V D 1 I I I ur I I GP ____ •v________ _F ______ � • 1 --�' -ITT--- I --- - I -� I I I I I I O IF •v - I O LU ® •'Q I I v I ' �• ' ' I i ' I � �Q I Q I 1 r---- I I I I EXCAVATED--------1 I UNEXC4VATE _ 1 v Q i i " CRUSHED GRAVEL FILL ' ' �• i 6" CRUSHED GRAVEL FILL a i i v i = l'-8" 8" 3'-l" i �' i 3 9'-1" 19.. 1 ' ' ' I LOWER RTO P OF FOUN FORDATION GARAGE DOORS I I A I i0 ' d ' I I I I . . = a S CK 1 D I I , p .v �� i' 4 p •5 ° I I . •v r p p •v r - 4 p •'� I I r<1 I . I , 4 ♦ / 4 1 I I 4 4 . I' sl N I I 1 ______ - .____-______.. - r______,.�a_�_� I r____________________________ ________1 , 11 4 4 I ---- ------------- I I I ♦ p 4 p •v i 1 ^v v p • • I I I , I I , N ♦ 4 i D � i I , o . . d p . d ♦ p I , I I ' ' I � 1 � • I I I ♦ I V I I I ' -' ---------------- ----------8'=4J'--------- 12" FOUNDATION LVALL WITH RIC LEDGE . I ----- ------------------ I I I I C I i t l i a FOUNDATION FL4N I I 1 r I I I 114 I I 1 11 1 I I Fv / 1 -O 1 ----- ------- -------------------• I I I I v _ , G G p •v • p .v , I d I I - -'----------- ------- ---------' D I I — t I I 77 v I IV IV 1 I I 41_3n 2'-011 VI 11 2'-0" 41_3n ------------------------- — -----J —V 12" FOUNDATION WALL WITH BRIO LEDGE IT-10" 101-0" 13.41 64'-3" no CLIMATE AND GEOGRAPHIC DESIGN CRITERIA PRESCRIPTIVE DESIGN FROM WOOD FRAME CONSTRUCTION MANUAL aRIAN A. RAPP, R.A. ARCHITECT, F.C. Architect's seal RBV1slona ...��. 4 Nan Place PHONE ( 631 ) 544-6340 =••"""' jra. WIND SUBJECT TO DAMAGE FROM ; :� GROUND SEISMIC WINTER FLOOD SNOW AND ICE Kings Park, New York 11154 FAX ( 631 ) 544-6358 11' SNOW DESIGN FROST LINE DESIGN HAZZARDS SHIELD Date Orlg1na11y Complete« LOAD SPEED (MPH) CATAGORY WEATHERING DEPTH TERMITE DECAY TEMPS NEW CUSTOM HOME APR 13, 2001 X. MODERATE (SLIGHT TO op A� / NFIP JOHN HURTADO SR, Job Number 45 110 MPH C SEVERE 011 HEAVY MODERATE 11 DEG, F. L P YES FORES75ROOK SAYVIEW 01 - 010 �• �' �'� �, v� - LOT 3 Sheet NumberSOUTHOLD, NEW YORK �` 2" X 12 it ROOF RAFTERS A 16" O.C. 50 YEAR ARCHITECTURAL ASPHALT SHINGLE OPEN TO ELEMENTS 1 NEW 10" TUSCAN NON FLUTED COLUMN 1 LSTA 36 - 36" LONG 18 GA STRAP 2" X 14" RIDGE 17'-'il*z° A-6 16'--ill STRUCTURAL (3) SD COMMON NAILS - EACH SIDE W/ 5/8" CDX PLYWOOD ROOF DECKING 2 A-6 it it i1 2" X 12" ROOF RAFTERS - -17---t1---tt---R --,7---„----,�---IF--�,---7I---T,---TI-- - . 11 II I1 11 11 II 11 II II II II II -' - _llH-=-H---+---1{----4F--JI_-__'_7 Tr -n-- -IT---Ir---,�--i --i1---11- -„---11---I, --64_3 11 n 11 II II 11 It II II II II II II 11 II II 11 11 II 11 II 11 II II II 11 II 11 II II II II II II II 11 11 II 11 11 II II 11 II II II II 11 11 II II II t It It it I I I I 11 I` I n I I I I I I 11 I I I I IF 151 n lT-4n IT'-loll 11 II l It 11 II IIro_i II II 11 II 11 It II 11 II II 11 II 11 11 II II 11 II it II 11 II II II II 11 II II 11 II II II II 11 NEW MASONRY PATIO II II II II II II 11 II II II II II II 3'-III" 'i R''2 IlII 11 11 4'-10Pi :i i i 41-loll 'i ��-2 "i i i i 1G„ 1 11 1 I 'L AS PER TABLE 3.10 I I I I I I I I I I I I I I I I I 4-2ki 3-3l�z 3-3!� '-21�zn II 11 II 11 11 II II II II tl II 11 II �, 11 1 11 11 I I 11 11 11 11 1I I I ' I I 8D COMMON ROOFING NAILS A roil O.C. a PANEL EDGES 1 II II II II 11 II 11 II it II II II II II 6" EXTER OR STUD WAL L lb" O.C. / I1 I u u n I I n n 11 I I n u n I I AND 12" O.G. AT INTERMEDIATE SUPPORTS RI9 BATT INSULATION " 11 II II II II II II II II II II II II II IN THE PANEL FIELD II II II 11 II II II ITIO 1 11 II II II II II II II II II II II I I 11 II 11 II II II II II II II II II It IIR II II II II II II it 11 II II II II II 11 11 II II 11 „ II II II II II II II II 11 II II II II 1 iDGE CONECTION SECTION ,1 II II 11 II II II II II II II II II 11 II II II 11 II 11 II II II II II II II 11 ,i 11 II II II II II II II II II II II II II 11 11 11 II 11 II II 11 II II II II 11 11 11 II II II II II II II II II II II 11 USFT 301 CUSFT 3 14 CUSFT 014 CUS 3014 " " " " " " " " " " " " " " GUSFT 30 CUSFT 3 14 CUSFT 3014 II II II II 11 II II II II II II 11 II II C SFDO 3 68 CUSFDO 068 CUSFD 3068 CUS O 3068 11 11 11 u n n 11 11 11 11 11 11 „ CUSFDO 068 CUSFDO 3o68 CUSF O 3og, IT 11 NOSE Bi5 LOCATION II II II 11 II II II II I II 11 11 II II II II II II II II I II II 110 n n I I u n n u n 1 I I n= n�9 , - YEAR ARCHITECTURAL ASPHALT SNI LES Q l2) 1 4" x 11 l/8" L BEAM UPSET r (2) 1 /4" x 11 •i/8" LVL BEAM UPSET II 11 II II II II II II I II II IIQ II 11 II II 11 11 II II I II II ; 11(T1 ' W/ 5/8" CDX PLYWOOD ROOF DECKING n II I1 n n n n _ ' II n r 11p i i r- 13'41 CCM 2448 CRT6 TOP CCM 2448 In _ 11 II 11 11 II 11 II II — I II 11 II 1 .. 2 �p 11 n 11 I't II 11 11 II -' I n n np 1 (y AS PER TABLE 3,10 T 11 11 1 I 11 11 I I 11 8D COMMON ROOFING NAILS a 6" O,G. 6 PANEL EDGES LINE pP ANT.Ov)�TItH NGIIABOVE 1 I I n= 1� -1X-- -- 3J_I_3%4"x_11 /8" LVL BEAM UPSET s. AND 12" O.C. AT INTERMEDIATE SUP ORTS _ h"x IO^'NA LAG' L TO A IN6'WITH t/1"BO T6 0 2d"6T V i N-- M W.I. 80 SERIES FLOOR JOISTS it 1/8" DEPTH y _ AW 3616 GAWNP i216 LAWN 3616 ORO IN THE PANEL FIELD X-A ® 16" O.C. = GM 3660 CGMP 260 CCM ro60= 1 , ,_.... _ i `. _ , 4 2 X 12 ROOF RAFT V U ^+ i t i11 in 2,-0" 4711 O l3) 1 3/4" X 9 1/2" LVL HDR 11 n DINETTE , i Q -- SIMPSON 16 GAUGE H15 o , _ © HURRICANE CLIPS r11 Q r -------------------- 16'-0" 21-011 10,-311 4 u " BRICK VENEER lro" he h i T r 4" FIRE 5RICK �1 al 1 VENT CANOPY HOOD EXHAUST TO _r ---_ � ,I' roll -A Q OUTSIDE AS PER GODS 30 BATT INSULATION L —_ —_ r " R DINING ROOM 19 � � i 1 - _ w , i- W ' /2" GYP BOARD SCREWED F. A. 1, ^ = flregl ea • OAK FLOOR r p/ 0 %11, LJ' ' 2" X roll PLATE / 9'-O" CEILING HEIGHT `� o 0 N i28� 11 CONt, VENTED BEAD BOARD SOFFIT g _ 8 1/ " x 13s" G FURNACE FLUE 11 SMOKE I roll EXTERIOR STUD WALL iro" O.C. W/ 1, 5,_111 11'-lOI1 W DETECTOR i `----' O R19 GATT INSULATION /� 2" X 6" WOOD STUD WALLS WITH R19 BATT INSULATION FAMILY ROOM sn L" �i i TYVEK BUILDING WRAP In iv 5/8 GYP BOARD INTERIOR in p OAK FLOOR xi 1 v 1/2" EXTERIOR PLYWOOD SHEATHING TO TOP OF PLATE �0 p�pp N • 9'-0" CEILING HEIGHT +' ' �9 �9 =01i i VINYL SIDING TO MATCH EXISTING (2)1 3/ 'X 11 T 'UPSET AND FLUSH LVL �I I DESK AREA , i i rsfridger8tor 15 2 i Doub OVEN 5'i4$" `r ------�� ---------1L---- ----------- --- = ----+--- 220 2 ROOF TO WALL ECTION 717, A - 2 ., 12 THICK RCHW / / � '• I I� (2)13/4"x u v "UPSET AND FLUSH LVL " AY WALL � _ :. p R19 BATT INBUL IN WALL BEARING WALL POWDER ROOM,,, / / ' i�� � , ►-• OAK FLOOR / �G� ' ' lit �0 ,________________-- _ i 2" X 6" WOOID STUD WALLS WITH R19 BATT INSULATION m FAR ,'��' -- 1 ift F5/8'I t e x bd. on wails "'-) Q ' 21-0II I GLASS FRENCH DOOR — , y!- 9 1 111([1 Ul Q 1 - -------- - II 1 I� 2'$„ andlcellings common to residence nl (2) 16La COMMON MAILS PER STUD 1 I I STEEL INSU OOR of tq 1 1 n:Q I V'y TO PLATE CONNECTION - EXPOSURE B - TABLE 3.55 �9 101Ii i i x _ 4'-01* y b• 7 4• I Iving apace - ", -r-r - '' O -- 1 I "'ei5 ' -+ W.1,80 SERIES FLOOR JOISTS 6 11 Z/8" DEPtN o 16" O,G. 0 0 ,-Q11 � 1 I- - 1 I III- Q I V , _ B W/ 3/4 PLYWOOD SUBFLOOR IM p I i 0 I 1 I I I t- Ispans , � 111�_ t'-' Q� , � 11 r �t u i i 0 _ = Q i i i i i _ x —r- r.9 i6 COILED STRAP - --------- (2) --- - r I 20'-2" 1 I n x 1 h'.:aOR TO FLOOR TIE r�• 7 __ 1 3/4"X It T/8'UPSET AND F_-H LVL -4 F 5-0 Q 4-2 ro' W ,, 1 11 1 " PI II roll --- n � _I N '� -------' - 1 i " O.C. I NEW 3 1 2" STEEL LALLY COLUMN '"iI ' z LINE OF BALCONY ABOV 3 EXHAUB ' ' ON 24" 21 " 1 " C III p U FANC 4;-In O I 4 X 2 P.C, FOOTING I I I p ., 1 �; 1-1 F--AR SPAN PLUS i1" N R' 0 ® cn ; , 111 K1 1 �'t END LENGTH Q U roll 8'-z" ' 1_ 12'-0" III 1 `n ° - 10-D TOTAL NAILS t�1i M ,". , I I III I -1 N NTR FOY D ROOME i 1 III 1 u STUDY ----------------{I+----- ' SMOK m ' p OPEN ABOVE DETECTOR ___ __ _- --- ---'-- _'_______ _______________ ' �_____= ;, OAK FLOOR _ '' ® ---- 13%4" X it'1/ '�CVL SEAhT i 73)13 4T X IT 9%8" LYL BEAM---------- i 1 -- a<Yp __-1; ' I/2" GYP BD. 9 Jd OAK RAILING -- ---------------------- I - = m -------------- -'--- C --------------------- ' (2 LATE W.I. 80 SERIES FLOOR JOISTS 11 1/8" DEPTH }Ia/a' a1a/s•�RaEt-aNeFLUSHI�VL I 1 1 ) 2" X6" P �y V O 0 Q- ' LID B CKING ON EACH END 1 i O q O I I 16" O.G. 7 2" X roll WOOD STUD WALLS WITH Rig BATT INSULATION 3 GAR Afi�A � 1 _ _______ Q 4 N fV 9,�" 1 I roll 1 15'-6" 1, �,r 121_ 11 - r.. I I 411 P.C. SLAB !{1/ roll X roll X IIO GA WWM � Q 1 -011 i 3 FLOOR TO WALL SECTION HOSE BIB o i - j i ' _ o i �I = Q' � � -- x M m I x A - 2 111 o I'-OI1 �i O " 8,-0u 3'fa' I I JI �ql I QI I Q n 8'-O ' 1 a°I I ql 3'-b'X Y-O'IN5UL.DOOR W/ CFELP 2 1=: I d p 1 1 1 �4 fA (2)1'-4"X '-O'PRIVACY 81 ELITES ' 1 11 ' ' x DOWN " STEP TO ORCH x1 ', -------------- -- _ - Q ;, in 2" X roll WOOD STUD WALLS WITH R19 BATT INSULATION V Q 3,�" 41 /II ¢'_n� '' ' i i ei x I FRAME LOWER GARAGE ROOF FIRST ' I I I �, NI ----------------------- ' THEN FRAME ROOF FROM ABOVE (3) 1 3/4 X 9 /2 LVL HDR QHD ' ' W.I. 81 SERIES FLOOR JOISTS ih 11 1 ( 9 3/4" 9 1/2 LVL R ' -I /2" X loll R OF RAFT FRS ® 16" O.G. II 1/8 IN DEPTH m 16" OC. W.I. 80 SERIES CEILING JOISTS ' R30 BATT INSULATION �.r=:... . . .,- ,... ..,,. -� a 14" DEPTH ® roll O.C. I 4-4 --- -------_X;�C �,8(oQ�Idl CGMP 5660 i 36" AILINGTO ODE i ��181 ' 0 BRICK VENEER WITH BRICK TIES 4,_3,1 2,-0,1 2,-8„ 2,_811 21-011 4'-3° ---------- ' - ' ' ' 1 ____--_ 1 I AND WEEP HOLES TO CODE NOTE: VENT ALL CONCE,4LED RAFTER SPACE - - - - - -- - ABOVE ABOVE INSULATION TO THE EXTERIOR i i ' J COVEREDPORCH I - 4 1 Z (Y i i i MIN. OF 1 1/4" X 20 GA ASTM NOTE: • MASONRY PO C14 _ ' Q fl I i - - ' A635 GRADE 33 STEEL STRAP, NAILED TO STUDS PROVIDE SINGLE STATION SMOKE DETECTING ALARM 8" tUSCAN STY E COLUMNS ,NON FLUTED X Q 1 (4) 8D COMMON NAILS. STEEL STRAP IS TO DEVICE AS PER NEW YORK STATE CODE iv i X ' m m 8E LAPPED UNDER BOTTOM PLATE,WITH 3" ALL RAILINGS AND HANDRAILS, BOTH INTERIOR AND EXTERIOR 0, V �v SQUARE WASHERS ON THE ANCHOR BOLTS. (2) 2" X 6" P.T. SILL W/ SILL SEALER MUST BE ABLE TO WITHSTAND A LATERAL IMPACT AT THE TOP EQUIVALENT TO A MINIMUM LINEAR LOAD OF 50" PER LINEAR FO T Y' � I I ' e z' 1 •----------------------- i D °tea d GRADE 0p� I ' 0 � I 1 p<��,D °Q� 12" P.C. FOUNDATION WALL W/ (U 04 REBAR -0 TOP -EMHIt -_ ae OF FOUNDATION WALL BELOW SILL PLATE AND 2 60 2W •� Q• (2) 04 REBARS g roll BELOW BRICK LEDGE 0 CCM 246 CRT TO CCM 24foO 6" EXTERIOR S D WALL a 16'I O,C. WALL SECTION 'M BRICK LEDGE ro'-ro 5'-l" 5'-10" A -2 f_ II1 a 11-0I1 IT-101, il'-11" 10'-O° 13,41 I1 IB IrAN A. RAPP, R.A, ARCHITECT, P•C. Architect's Seal Revisions 64-3 4 Nan Place I� I` PHONE ( I6_31 ) 544-6340 ?.. .•:•4, ,,. . FIRST FLOOR FLAN Kings Park, New York 11154 FAX ! 631 ) 544-6358 :�,���:.•,•;*{k '��.:�°;:,, Date Originallgl Completed 2,014 SQ, FT. 114" = 1 -O" NOTE: NEW CUSTOM HOME ALL WINDOWS ARE TO 5E MARViN (MTO) IMPACT PRODUCT GLASS APR 13 200� JOHN NURTADO SR. Job Number SET TOPS OF ALL FIRST FLOOR WINDOWS 6'-8" AFF WITH MiNIMUM ZONE 2 PROTECTION (MINIMUM) FORESTBROOK is SAYVIEW `' =� ` EXCEPT FOR DINETTE WINDOWS LOT 3 Sheet Number b Y�. 5° �A• ' SOUTHOLD, NEW YORK A — 2 .°sc I 2 I A-6 A-ro A-1 PARK ARRESTOR Z EMENT CAP ° Q 60 DEG, MAX. ANGLE OIl'-0" 14'-2" '-4" Z FOR CORBEL BRICK WORK U tl Q� O 00 FRAME REVERSE GABLE FIRST, THEN 2" X Co" EXTERIOR STUD WALL A 16" O.C. W/ 11 BRING MAIN ROOF DOWN ON, TOP p RIS BATT INSULATIONNON ~ _ CCM 3656 4WiBLE WINDOWS __ _---__-- NON E-----B WINDOWS_____________ ___, AME REVERSE GABLE FIRST, THEN i - ---- -------------------- ------------------------ -- i CCM 2856 4W i p RING MAIN ROOF DOWN ON TOP ,=7­77 1 r2 - F I II ' Q W,1.80 SERIES FLOOR JOISTS (3) 1 3/4 X S 1/2 VL DR Il l/ -+ ------NON_£GR£SSI L£ WINDOWS -------------- --* 8" DEPTH " X iZ" MIN. SIZE TERRA COttA FLUE Z Zi �I i- O O 1� 13=2`------------------ I Q = - `r A-"( ' a i� I ' '� -________`- __NON_EGRETCM IBLE WINDOWS__in I U r CCM 3656 3W , lu Wi Q 1 i �� ,'' 2856 4W -2" X 10" ROOF RAFT S a 16" O.C. i (3) 13/4" X 11 1/8" LvL HDR H le2" X 10" CEILING JOISTS 2'-0"U �+ z i Z (3) 13/4" X I l/8" LVL HDR BEDROOM *3 BEDROOM *4 � ' N ' m �'� 1 i� i'� 2) 1 3/4" X 11 /8" LVL ALL 4 SI S N ' r 'W in 1 ' ----- --------- �l_�--------- ------ 2,� `. . I " 13•-2" l'7 I OAK FLOOR ,U I ul , OAK FLOOR fv IF 3) 2" X 10" HDR I �. 11 1 U / F TREY CEI ING I ` O, 1 ;O , ` 8-0 GEILIN HEIGHT - ; • 8'-0" CEILING HEIGHT " ,Q I I W OPTIONAL BRICK FACINGLU I �. Z i 16 'Z /' i , � i 15-oilI-0 I , , 1 I IL ui I I 2" SPACE FROM CHIMN 4" FIRE BRICK--- , `\ I 'O I /' O �., - U „ 1 TO WOOD FRAMING I I „ I(n I , cn N O in 4 2 X 10 ROOF RAFTERS G 16 ,O.G. I 4 BM VENEER 1•Q , / - ' ' F- + ' ~ / I ¢,, T•- 9 �" X 10" CEILING JOISTS ' „ „ 1 Zt n ------_- - ,W .,iy�V (4Y u 1Ul I 2 X 6 WOOD STUD FRAMING-----_ r I 1 I 1 ,' I r I + Q ; in ; U '3 A Q� - ; ?,,' I (3) Z" X 1011 HEA FIRE GLAS `.i % i a SEDR OM *2 0 w i \ry 8 1/2 x 13" Tr- FURNACE FLUE I �• ' u , 1 X Q I= -f /' tL ' AMPER a I 1 I 0 I OAK FL R I X jA .� I N r 0 WOOD MANTEL: I p i i_ i i • 8'-0" GEI MG HEIGHT II i c' it •`. i X 12" MIN. TO FIR X� O L x i 0 , TRY CEILING UP TO 13'-0 , O 1 X :r , I '_ MOKE SMOKE X I IN ' X D TOR DETECTOR J--- ---- ---------- ->'-----------------------X -------------- 1 fN I �, I 2" X 14"RIDGE ABOVE �, 1 w MOKE SHELF MA TER I3EDROQM U r ' ' SMOKE y ' (2) 3 1/2" X 3 1/2" X 3/1(0" C�A FLOOR I I 4 I CT 0 I W STEEL LINTELS •A LT GLG UP;TO 11'-8" ; 2" X 14" RI E ABOVE I ' ---- ------------ - �- ------------- -- -- ----- ----I ,I �L-- ------ -----I----------i---------i----••-, -----� -------�-,�- •T 1 11 e I 11 I, I T3 6-4 �I- II I II FRAME REVERSE ABLE =ROM FRONT ' g,-0::, 5-2 1 5-9 5 l 4 = ; TO__---FIREBRICK 2000 DEG. F ' ' _ I_ _ , i, = I N I 10 FIREGLASS TO C TO REAR CONTIN OUS FI ST, THEN FRAME — — — it MAIN ROOF ON TOP I r 6" - „b:. ..• i `j ' I n1 g lu g I I T- 18 MARBLE HEAR H ) 4" X 4" OUTSIDE AIR FEEDS 1 - Nnl III e'101� ' l'-l" ` ' EQUIPED WITH CLOSEABLE DAMPERS I III= 111 D�TOR I ' I I i Q iii iii ® i i 3/4" PLYWOOD SUBFL OR PULL' O ATTIC STAIRS I 1 �.. _ Q W I I I III I I [� rya I I��..r�r}v� GALLERY I I v - a QII� Y 1115Z UPPER ; ` ------------ IF ; -' II 4 LL III 111� I jL I(1 I .I. l'-0 in 0 I I I III I 0 I W.I. CLOSET /' I ` '' . ?. „ "'iii ina1 ' `v a '` NAuaT in U o:� '•�•,qa i�;-v,a M ]�. I ,-0:: _ Q , � �r'� •"•V rJ Y•'•••'.'o X aiii iii 1 E =d I -- ..d -a. I "•a. o 0 PROVIDE CLEANOUT DOOR nl ul 1 D OR - 2,-0" ' LINE OF 8'-0" CEILING HEIGHT ° `• •:; I a ; IN CELLAR OR EXTERIOR I ..,q. � ,' , `.� N a'111 III � Q 1 � J, ..• , SMOKE .: Ix n „ „ I _ ' W. I. 80 SERIES FLOOR JOISTS a 16" O.C. o.`-"!"••,' `y'°•'' '•a,I:' • DErEcroR ,p --- - -9 6'-5 11 lr8" Dr. TH W/R30 BATT INSULATION , •' • '•a .4:', ' ' ++ ' OUNDATION FOR CHIMNEY LM OF BALCONY III 0. nl� '•'fir" 4° .• q. .o' ;a.•.4 a . 4 ll 1 ,. 8-8 III T III `791�- ' (2)2 X 6 P.T. SILL 'a...-"•'a�,°: .o;' ' I• " v, 7 .A•..b• . a, 10 !a. ATE HE •• II i , III ,/ rl PAN o ICsH1 �I `9 1-0 PLATE HEIGHT i RESIDENCE 8 FOUNDATION WALL a.,•,. o.• 4.1 14 AT THE FIREPLACE I ' W.I. CLOSET ' .,I ,/ 1 = / ' " �`.® ; CLOSEw ' , . I - ` '. 1" 1 I .'•a .a,•,. ENTRY1"'O I, R ROVIDE ACCESS DOOR TO ATTIC I I / I 2-4" ` • OPEN ABOVq'' // I �` III ,1 \' I \`♦ " ' ---_ - - A VE GARAGE 1 II 5/8" t 9 X bd. on wa le I IVI . I •� F-- I ; and celplingecommon to re dance FIREPLACE SECTION ` _- " !71 911 LYL NDR 1 "' ` �� ..r ' • PROVID DRYER VENTING TO EXTERIOR 1 ' i1A ,' ni , III ' GLA$a POCKET DO v , • 1 Ilvin Space NOTES: 1/2 ■ I-0 ' 1> .-Sit r 1 I PROVI E PAN OVERFLOW DRAIN F R I g p _ _ FOR A 36 WIDE FIREPLACE, HEIGHT MUST BE 29", FLUE 12" X 12" „I , Q I 3I I WAS G MACHINE FORA 42 'WIDE FIREPLACE, HEIGHT MUST BE 32', FLUE 16" X 16" 1 � , 1 III III I ' fV k' I I ' it Q 1Q W-O" FL HEIGHT II I I I 111 12'-g O III 1 1 1� "' 1 111 i''-O" "` ' ' 1 I BEAR[ G WALL FOR ROOF RAFTERS ' '-0" I'-4° id 11411 811 2, u i ni T °' 3' i 1 „ I I 1 I I ' III I I , I 1 - � I O I 1 - Iz , -. 1 „ ALLST I� Q I :. I yr 19 1 W u I It Q v-O III lop -ill X-10" Y ' "CEI ING JOISTS 1:_5„ m fV 2"x 10"CEILI ISTa Q . _ Ln •x w•ns I X (� 9; _ 'ram I I I -!-------____-; ;__ _________ ___________; FRAME LOWER GARAGE ROOF FIR T 4'-0" CC 2840 2W CCM 28 O THEN FRAME ROOF FROM ABOVE I ' I ' I __ I I 1 CCM2460 CRt TOP CCM2460 Q -- ------------------- --------------------- _ -�-Tr ON WALL W1 2-0 AND BOTTOM OFIFOUNDATION(WALLREBAR ® TOP MASTER BATHROOM I, I, GARAGE ROOF BELOW ° 4. P.C. SLAB U P 6 X ro X 10 GA WWM • GER:. TILE FLOOR 4"o v4o • RADIANT HEAT ° •e°'a �, • 8'-0" CEILING HEIGHT _i O, e,� o•4 KARNAK DAMPROOFING 4.b. ''v•o BELOW GRADE °'e 2 COATS BITUMINOUS 4•°v4o•o' DAMP-PROOFING CSA ° •q° APPROVED. ;~'�,•4�• .v',.v p•4 P,° v°• >.v po; v,° o �• .v ' v• r � oo Qo•° ° iv � 'p�"o o'.o•v � o p�°o o•.e •v � v ° 't av "¢ c': '-� •° 8" X 16" P.C. FOOTING. w/(3 e4 Rebara 7` o.�•o - •° °- c�po °i p W/ 2" X4" KEY .�Dv ° a•ao 'Q�. 4 3-311 31_311 FOOTING SECTION A 1 = 1 -0 8.41 10, 23'-211 23'-3" I 11111. 4 ,4rchltect's Seal Revlalons ' 2,131 SQ. 1=T. 1/4" = 11-0"SECOND FLOOR PLAN- �R >�� ,�. R,1-�k��, R.,'�t. ,1-�eR�i����C�, F.C. 4 Nan Place PHONE l 631 ) 544-6340 NOTE, VENT ALL CONCEALED RAFTER SPACE Kings Park, New York 11't84 FAx ( 631 ) 544-6358 ABOVE INSULATION TO THE EXTERIOR g NOTE: NEW CUSTOM HOMEData Originally Completed APR 13, 2001 r PROVIDE SINGLE STATION SMOKE DETECTING ALARM ' It JOIN 1-IURTADO SR, , n DEVICE A8 PER NEW YORK STATE CODE Job Number ''�' ,,?� <,-_•' ;_ '�'^ °�'.;,• SET TOPS OF ALL FIRST FLOOR WINDOWS T—O AFF ALL RAILINGS AND HANDRAILS, BOTH INTERIOR AND EXTERIOR FORESTBROOK 6 BA`t"VIEW 0-1 — 010 EXCEPT FOR DINETTE WINDOWS MUST BE ABLE TO WITHSTAND A LATERAL IMPACT AT THE TOP LOT 3 ` EQUIVALENT TO A MINIMUM LINEAR LOAD OF 50e PER LINEAR FOOT Sheet Number SOUTHOLD, NEW PORK A I 18" ATTIC VENT WITH SCREEN 12" ATTIC VENT WITH SCREEN -- ROOF TO ROOF FLASHING ------------------------ ALL CHI1"iNE'IrS SHALL BE 2411 ABOVE THE NEAREST _---- ROOF TO WALL FLASHING ROOFS WITHIN 10'-0" DISTANCE Z4 ROOF CRICKET AS NECES 5ARY 12 11= in 12 11- 18" ATTIC VENT WITH SCR EN ------------- - _ t/PLATE 2ND FLOOR -12 ROOF TO ROOF FLASHING 10 ` ROOF TO WALL FLASHING ' 12 - - Q B/SOLE 2ND FLOOR ELEV, 10'-0" --------------------- MASONRY FIREPLACE T/PLATE IST FLOOR _ ELEV. 9'-OII Id CARRIAGE LAMPS AS SELECTED BY OWNERS Q MASONRY SILLS THROUG OUT k, B/SOLE 1ST FLOOR ELEY. O'-O" 1 n I I I I 1 I I I I I I I I 1 I I I I I 1 I 1 + 1 I I I I 1 I 1 1 I I I 8" "TUSCAN" NON FLUTED COLUMNS -----------------------------------� ,-----------------------------_-_, I I I I I 1 1 I I ii-__ ' ' I I I 1 I ---------------------------i T------------------------------------- ------------------------------- I I I I 1 1 I I I I 12" FOUND'ATI014 WALL WITH MASONRY SHELF 1 I STEP FOOTING TO CODE 1 I I I I I I 1 r I I I I I I I I I 30 DEG. MAX. SLOPE I I I I 1 I I I I I I I 1 I I I I I I I I I I I I I I 1 I FF-0-lift4ONT 18" ATTIC VENT W/ SCREEN RIDGE TO RIDGE NEW 50 YEAR ARCHITECTUAL ASPHALT SHINGLE ROOF ELEVATION \, 5/4" X 8" RAKE BOARD ATTIC VENTS TO CODE 5/4" X 8" FRIEZE BOARD Q _ TOP RIDGE - MAIN ROOF n ELEV. 32'-ro" - - - - - - I I 12 _ 8 i/2 8 1/2 -- - - --- STEPPED COPPER FLASHING AT CHIMNEY --- — 12 12—= 11— - ROOF TO ROOF FLASHING TURNED RAKE BOARD AS SHOWN 11 12 ROOF TO ROOF FLASHING 81/2 CFGIR2'150 ------ ---------------------------- -- 3'-0'I ----------------------------------------- ------ TOP PLATE 2ND FLOOR 1'-211 1'4" 1'4" T/PLATE 2ND FLOOR ELEV. 18'-0" — ELEY, 18'-0" (DIPPED) PERFECTION WOOD SHAKES Q Li 5/SOLE 2ND FLOOR ELEY, 10'-0" --_- ---------------------------- TOP PLATE 1ST FLOOR (2)2'X n'eean T/PLATE 1ST FLOOR ELEV. 9'-0" � � � � � ELEV. 9'-0 II 4 , a•, `,, ,� I I I I I I � I 1 I I I I I I TOP SCONE WALL 1ST FLOC I I I I I I I I I I I I I I 4 ELEv. 3'-0" 5/SOLE 1ST FLOOR L _ I I I I I I I I BRIAN A. RAP10 R.A. ARCHITECT F.C. Architects Seal Revisions ®� ' \10" TUSCAN NON FLUTED COLUMNS W/ ' ' / 1 1 4 Nan Place PHONE ( 63d ) 544$340 cn -- FYPON CAPITAL AND BASE ;y ' ' ' ' Kings Park New York 11154 FAX l 631 ) 544-6358 ' 1/4" " = 1'-O 11---; ---------- -------------------------------------}- �--------------------------------------- ----,_;---------------------------- ----------------------; Date Orlglnmlly Completed NEW CUSTOM HOME II I APR 13 2001 " -- I 12 P,C, FOUNDATION W/ MASONRY SHELF ' STEP FOOTING AS NECESSARY AS PER CODE r---; I JONN HURTADO SR. Job 'Number ,. 30 DEGREE MAX. SLOPE r___y FORESTBROOK 6 BAYVIEW 01 - O10 I I I .F LOT 3 Sheet, Number • -' - ----- -----------------�--------------------------------------------------------�------� SOUTHOLD, NEW YOR1G •--- ------ -- - - - A - 4 24" DIAMETER ATTIC VENT W/ SCREEN 12 — — 50 YEAR ARCHITECTURAL ASPHALT ROOF _ W/ SNOW AND ICE SHIELD THROUGHOUT to — RIDGE VENT PERFECTION WOOD SHAKES — ------------------------------------------------ --- T / PLATE 2ND FLOOR ELEV. 18'-0" EGRE !:,GREBE, I , I � � I I I I I I . B/ SOLE 2ND FLOOR ELEV, i '-0II -------------- ---- 4 ------------------------- ----------------- --- ATE IST FLOOR E . 9'-O" , ®® ®® ®® ®® ®® ' / S LE 1ST FLOOR 0'-0" Jz TT ' I I I I I I I R 1 I_________ I l____________________________ ___________________________________.________� 1 '_______ __________________i I 1 �___________________________ _____________s-- I I 1 I STEP FOOTINGS AS NEC'Y t---- �_____, 12" P.C. FOUNDATION THROUGHOUT WITH MASONRY SHELF ;. 30 DEG, MAX, SLOPE I ' I '100"kIG (r` ELEVATION �_-- ,-----, ------- I I I I I I I I--------------------------------------------------------------- ' I I I 1 1/4" _ 11_0 II I I I I I 1 12 ' CHIMNEY FLUE TO RISE 24" ABOVE THE NEAREST ROOF-- - —fq--�"u WITHIN 10'-0" DISTANCE opopornnyonnononnonn 10 24" ATTIC VENT W/ SCREEN 2" X 6" CLAD RAKEBOARD 5O YEAR ARCHITECTURAL SHINGLES BY GAF OR EQUAL RIDGE VENT 2" X h" CLAD FRIEZE BOARD RIDGE VENT WOOD (DIPPED) PERFECTION SHAKES -- ------------------------------------------------ T/PLATE SECOND FLOOR - ELEV. 18'-0" Q REST — G R E P�L' B/ SOLE SECOND FLOOR ELEV, 10'-0" ---- --------------- Q _T/PLATE FIREST FLO - ELEV, 9'-011 ------------- ------------ TOP OF WIND S Ell Q (P SCONE WALL APRON B/ SOLE SE:CON FL OR ELEV. 0'-0" I 1 1 1 I I I I I I 1 I I I 1 I I I I I i 1 I I I 1 I I t I I f 1 IL r4rchitect's Seal Revisions 5RIAN A. RAPP, R,A, ARCHITECT, P,C. 1 1 I I I I I I 1 I I �- ----------------------------------------------i I I I I 4 Nan Place PHONE l 631 J $44-6340 I I I I 1 DrHlY:4•� T SIDE LE" V ELEATIO � I I 12" P.G. FOUNDATION THROUGHOUT WITH MASONRY SHELFI I Kings Park, New York11-154 FAx l 631 ) 544-6358 •.^"•'�""�". �"�"'�,. Date Ort Inall Completed rat 1On- NEW CUSTOM HOME 1/4n 1- I I I I APR 13, 200� _ 1 I JOHN HURTADO SR. I ' � Job Number i �- ------------------------------------ ---- ---- ------------------------------------------------------------------------------------- � �•'; �FORES7BROOG � 8AY IEW O 010 4, ---------------------- ----------------------- ----------------------------------------------------------------------------------------------- LOT 3 SOUTHOLD, NEW YORIG Sheet Number a y A - 5 ` I TOP OF RIDGE FROM GRADE 2" X 14" ROOF RAFTERS 6 16" O.G. ELEY. 31 II 2" X loll ROOF RAFTERS m 16" Oz. OR 1 3/4" X 14" LVL NON STRUCTURAL RIDGE CONSTRUCTION NOTES: -4 AT FRONT DORMER GABLES - FRAME UP AND BLOCK DOWN ROOF CONSTRUCTION 2" X 6" COLLAR TIES 0 32" O.C. I ' TRIPLE RAFTER AT CENTER BEARING WALL ON EACH SIDE OF GABLE * 40 YEAR ARCHITECTURAL SHINGLES BY GAF,TAMKO OR APPROVED EQUAL *2" X 12" ROOF RAFTERS 16" Oz. * #15 ROOFERS FELT 518"MIN. CDX PLYWOOD SHEATHING(MEET LOCAL CODES) ROOF RAFTERS @ 16"O.C. (see plans) i2 ' ' 12 * 10 2"x 14" RIDGE BEAM(see plans) 10 * lot- BATT INSULATION (R=30) ' TRIPLE ROOF RAFTERS ALL FOUR SIDES Y * 2"x 10"or 12" CEILING JOISTS @ 16"O.C.(see plans) II OF GABLED DORMERS IN FRONT * 5/8" GYPSUM BOARD—STAGGERED,4i�TD SCREWED II 2" X 8" UPPER GEII ING JOISTS 6 16" O.C. EXTERIOR WALL CONSTRUCTION 2" X loll CEILING JOISTS 's 16" O.G. * NEW VINYL SIDING and BRICK FACADE * 2 X 8�� ROOF RAFTERS � 16 O.G. BUILDING FELT OR TYVEK BUILDING WRAP I * 2"x 6" WALL STUDS @ 16"O.C.W/DOUBLE TOP PLATE AND SINGLE SHOE I I *SIMPSON NURRIGANE CLIPS � � 2" X 8" CEILING JOISTS � 16 6" BATT INSULATION R-19" O.G. * ( ) II 1/2 GYPSUM BOARD-STAGGERED AND SCREWED 1•l.l FLOOR 4 ' 4,-8 INTERIOR" WALL CONSTRUCTION TO /PLATE 2ND 2-6 , 2 x 4 WALL STUDS @ 16"O.C.W/DOUBLE TOP PLATE AND SINGLE SHOE ELE , 18'-O" (2) 2" X 6" PLATES * 1/2" GYPSUM BOARD—STAGGERED AND SCREWED—BOTH SIDES (2) 1 3/4" X 11 1/8" LVL BEAM ® ® OAK PLATFORM CONSTRUCTION ALL 4 SIDES OF TREY CEILING FLOOR CO - CONT. VENTED VINYL BEAD BOARD SOFFITS DROOM #2 �` v FINISHED FLOORS AS PER PLANS ` * '�" T&G PLYWOOD SUBFLOOR—GLUED AND SCREWED ' (2) 1 3/4" X II -1/8" LVL BEAM " �� �' � 2 X 8 NAILER LAG BOLTED W/ 1/2 BOLTS W.I. 80 SERIES FLOOR JOISTS @ 11 7/8"DEPTH @ 16"O.C. Q i BRIDGING MIDSPAN II W.I.80 SERIES FLOOR JOISTS 11 Z/8' EPTH 1011BATT INSULATION I(R=30) s 16" O.C. OAK RAILING TO CODE ' ' t2 * @ W/ R30 BATT IN CANT. 1 12'-2" BASE / SOLE 2ND FLOOR m 10 EL :Y. 10'-0" FOUNDATION CONSTRUCTION - -- -2' X 8" CEILING JOISTS * (2)2"x 6" TREATED SILL PLATES WITH SILL SEALER 4 * COPPER TERMITE SHIELDS *(2) 2" X ID" BEAM 5/8"x 18" STEEL ANCHOR BOLTS @ CORNERS AND @.3'-0"O.C. SQUARETOP ELEv/9L oT�E 1ST FLOOR P-t„ t3'--t° * S" P.G FO 3UNDATION MIN WALL. 2 RIGID INSULATION UNDER OVERHANG (2)#4 REBARS TOP AND BOTTOM OF WALL ® ® ® ® 11 * 8"x 16" P.C.FOOTINGS W/2"'x 4"FTC.KEY& 2 #4 REBARS ( DINING ROOM ,� II II MIN.Y-0"BELOW GRADE ( ) 8 NON FLUTED TUSCAN STRUCTURAL COLUMNS * I0" P.C.FOUNDATION ViJALLS(see p plans) W/BRICK LEDGE (2)#4 REBARS TOP AND BOTTOM F WALL * 10"x 20" P.C. FOOTINGS W/2"x 4"FTG.KEY& (2)#4 KEBABS MIN.3'-0"BELOW GRADE(see plans) 4 W.1,80 SERIES FLOOR JOISTS g 11 VS" DEP * 4" P.C.SLAB w/6"x 6"x 10ga wwm BASE / SOLE 1ST FLOOR A- 2 6 Iio" O.C. * 6 MIL POLY VAPOR BARRIER ELf:v. O-oil , * 6" COMPACTED GRAVEL BASE DAMP PROOF FOUNDATION BELOW GRADE DOWN TO FOOTINGS FASCIA AND SOFFIT CONSTRUCTION \ / I> RA�iI ;• R 'P; * 2"x 6" RAKE BOARDS(ALUMINUM CLAD) 30 BATT INSULATION 2"x 6" FRIEZE BOARDS(ALUMINUM CLAD) ` ..: (3) 1 3/4" X 11 -1/8" LVL BEAM ) 2" x 6" P.T. SILL �° * CONTINUALLY VENTED SOFFITS d, SEAMLESS LEADERS AND GUTTERS AT ALL ROOF SLOPES ,R �.O.q S•.A _7 CELLAR •'•••• ' •> m •4'• 7 �.4•.4 v�•ve s 1 •� ✓ tmm Coe; T I N 4 � ,4 1/4 A-6 � 'a° 12" FOUNDATION WALL W/ "BRICK" SHELF .. v` .•y..,v. 3.. ... .f...•'Y•. •T•'*. ... .... 1... ...... ..3..• .•Y.. .3... ..1•.. ..3.. ..3•.. .1..• .Z.. ... .1... ."Y..,v. ... I o o •�• I , ,` v •.dp v• s f 3 1/2" STEEL LALLY COLUMN ON �"4" P.C. SLAB W/ 6" X 6" X 10 GA WWM 24" X 24" X 12" P.G. FOOTING 2" X 12" ROOF RAFTERS 6 16" O.G. 12" X 24" P.G. FOOTING U/ 2" X 4" KEY TOP OF RIDGE FROM GRADE 2" X 14" ROOF RAFTERS a 16" O.C. El EV• 31'-4" — �� OR 1 3/4" X 14" LVL NON STRUCTURAL RIDGE 2" X 12" ROOF RAFTERS e 16" O.G. 2" X 6" COLLAR TIES 0 32" O.G. 12 10 c , 2" X 10" CEILING JOISTS s lfo" O.C. W/ R30 BATT INSULATION BEARING WALL FOR ROOF RAFTERS Ali TOP /PLATE 2ND FLOOR ELEV• 181-0" 2" X loll CEILING JOISTS 6 16" O.C. � (2) 2" X fo" PLATES Q 3 BEDROOM �'� 5,4T�IR001"f A- 2 (3) 1 3/4" 1 1 " LVL BEAM TEGO ALL T BASE / SOLE 2ND FLOOR ` EL1�1/. 10'-0" NEW 2" X loll CEILING JOISTS a+ 16" O.C. W/ R30 BATT INSULATION Q I I \ II TOP /PLATE 1ST FLOOR '' (2) 2' X 6" PLATES I ' '-0" ELEV. 9'-0" II II II 2" X 6" STUD WALL 6 16" O.C, DINETTE ® ® ; : MUD ROOM I,I/ Rig INSULATION ' o I (P II II II II II II II BASE / SOLE 1ST FLOOR II ELEY. O'-O" ' II GRADE 1 ' W.1.80 SERIES FLOOR JOISTS 11 1/8" DEPTW O.C. '. '!v +v 4. a R30 BATT INSULATION 4; = CELLAR ire •:a (3) 1 3/4" X 11 1/8" LVL SEAM•�,� Q1 •p.'0 4rchltect'e Seal Revisions5RIfN A. RAFF, R,A� ARCHITECT, F,C, 4 Nan Place PHONE l 631 ) 544-6340 12" FOUNDATION WALL W/ "BRICK" SHELF 4 �; 2 Kings Park, New York I1154 FAX ( 631 ) 5444,358 1 4�� = 1�'0�� NEW CUSTOM HOME Date Originally Completed {r'• \ A-6 / APR 13, 200-1 ;r~'' `>.. j,4; • a ..,.. .,... .,., .,•., ..,., .,•.. .,....,.. .,.., •.�";:� ;. �_ "gip.\" JOWN HURTADO SR. Job Number •vsd> d C �;'• y,:s �.. 7 FORESTBROOK V SAYVIEW O"i - 010 v• I I I I I I o .. 12 FOUNDATION WALL W/ BRICK SHELF LOT 3 '` " ' •`� , r I I I I -� 3 1/2" STEEL LALLY COLUMN ON 12" X 24" P.C. FOOTING W/ 2" X 4" KEY SOUTHOLD, NEW PORK Sheet Number „ 4" P.C. SLAB W/ 6" X 6" X 10 GA WWM 1 \il Kti 24 X 24 X 12 P.C. FOOTING A ` - . RIDGE VENT 1 2" X 12" RIDGE A- 2 _ 2" X 10" ROOF RAFTERS * 1611 O,C, 12 , it ' 4" VTR 4" VTR 4" VTR ' 2" X 6" COLLAR TIES B 32" O,G, ' 2" X 8" CEILING JOISTS 6 16" O,C. \1 _ HALL BATH PRIVATE BATH \\ MASTER BATHROOM EVERY OTHER BOLTED EACH END -- -- __ I I iII 2 211 -\i 211 i W/ (2) 1/2" BOLTS -----.---- -- W/ R30 BATT INSULATION -- -------- I ---- ---------- - I I I I I _—_—_.-, LAV i211 i 1 ' i i 2" i n i i " ' ' 1 1/2"i 11/2ni i 2 ' I 1 I/2" I I , 1 I/2 I , 1 I/2 I , , I i/2 I 2 21 I SIMPSON HURRICANE CLIPS 211 i i 2": I LAV i i ' BAR i LAV TUB i 'I ', ; TOP /PLATE 2ND FLOOR (2) 2" X roll PLATES I SHOWBRI' I SHOWER 2 I ' ' I ' ---- `----' ' I I - ELEY, 18-0 1,-01 `' 3 CO LAUNDRY 1 1/2" CO 1 1/2" 211 CO I i/2" i i CO 11/2" i 311 y1 I I/2' CO 1 1/2" N \ i-- ,__ 11 CO ' ----- 2 I .311 CO CO Q _ _ _-- co 31 3 1 KITCHEN _ MAST BEDROOM r_2_-_- - --------------, m POWDER ROOM I 11 2n 211 ' I v�• ' 211: i 2 2" i I In• -----. I - i ' 'In• i 2" ' 'LAV ' ' LAY STUDY B,4TH BASE / SOLE 2ND FLOOR 111190 IG" O SERIES FLO R JOISTS a II 1/8" DEPTH 3 I I Kitch n etnk Kitchen sink Iln- ' I 'wa 311 I I ahln9 I olachine I i 211 1 i I i i ELEY, 10'-0" ,• ' "WC 21' ' _WC i FAI 6" Mtn above Grade In• 3° I In• - s--- ----i I GRADE TOP /PLATE 1ST FLOOR 2 " L TES \` • co 31, co CO co co co 3" Co IIn• ° � ELEv. 9'-o" FAMILY ROOM 3 31I 3" 2" X 6" STUD WALL A 16" O,C. - W/ IRIS INSULATION CO Co Q 411 House Trap TS Approved septic system PLUMBING 15EDIAGA m BASE / SOLE 1ST FLOOR R30 GATT INSULATION •4 NOT TO SCALE ELEV. 0'-011 1 1 I GRADEa (2) 2" X 6" P.T. SILL I� :�e• W.1.80 SERIES FLOOR JOISTS • 11 1/8" DEPTI I 0 1611 O.G. 4 " a 4 a., 'T4- CELLAR 12" FOUNDATION WALL W/ "BRICK" SHELF 12" FOUNDATION WALL W/ "BRICK" SHELF 2" X 10" ROOF RAFTERS •s 16" O.C. 4' 14 2" X 12" RIDGE > d a va^ p'va� 12." X 24" P.C. FOOTING W/ 2" X 4" KEY -- CsA WWM----""'� TOP OF RIDGE FROM GRADE 2" X 10" ROOF RAFTERS 6 Iro" O.C. 4" P.G. SLAB W/ roll X roll X 10 E1..EV, 2S'-4" 2" X 6" COLLAR TIES m 32" O,G. 12 10 2 T I 2" X 10" CEILING JOISTS a Troll O.C. A-7 1/411 W/ R30 BATT INSULATION SIMPSON HURRICANE CLIPS BEARING WALL FOR ROOF RAFTERS sz TOP /PLATE 2ND FLOOR (3) 1 3/4" X 11 1/8" LVL BEAM STRAP JOISTS TO BEAM ELEV. IS'-O" (2) 2" X roll PLATES 1 I I yam' W.I. 80 SERIES CEILING JOISTS 14" DEPTH 16" O.C. 1 — HOUR BEARING WALL AS PER ANCJI/UL RATINGS — DESIGN NO, U33-1 4 5EDROOM *4 8,4TI-IROOM I&II O.C. I 1(0" O.C, ' 1 I `C c0 4 2" X 10" ROOF RAFTERS 0 16" O.C. `^ W.I. 80 SERIES FLOOR JOISTS 6 11 1/8" DEPTH CONTINUOUS SPAN BASE / SOLE 2ND FLOOR EL:EV. 10'-0" LLLA[I tOP /PLATE 1ST FLOOR (2) 2" X 6" PLATES GYP BD ON CEILING AND WALLS ELIEV. 9'-O" R30 GATT INSULATION 5/8" TYPE "X" ►I ADD 1"RIGID INSULATION BENEATH JOISTS COMMON TO LIVING SPACE FOR BATHROOM ABOVE KITCHEN 3 2 2" X 4" STUD WALL FIRESTOPPED 3 CAR GARAGE BASE / SOLE 1ST FLOOR 1. NAILHEADS--EXPOSED OR COVERED WITH JOINT COMPOUND. GARAGE 5f D ELEY• 0'-0" 10 / NEW 3 1/2" STEEL LALLY COLUMN 2, JOINTS--EXPOSED OR COVERED WITH FIBER TAPE AND !� ON 24" X 24" X 12" P.G. FOOTINGS JOINT COMPOUND, EXCEPT WHERE REQUIRED FOR, e.; GRADE `; 3. �✓/8" TYPE X THICK WALLBOARD, 4'-0" WIDE, APPLIED a'•' W.1.80 SERIES FLOOR JOISTS s IT V8" DEPTH �c , ,4 VERTICALLY �°�. ® Troll O.G. n;• , , h', • is p' 4. 1/2" TYPE X THICK WALLBOARD, 4'-O" WIDE, APPLIED VERTICALLY spa R30 GATT INSULATION .� • - '0 °- 12" FOUNDATION WALL W/ "BRICK" SHELF 4" P.C. SLAB W/ 6" X 6" X 10 GA WWM +ad .'4 • ,d 1211 FOUNDATION WALL W/ "BRICK" SHELF ' �'On p,• ` 12" X 24" P.C. FOOTING W/ 2" X 4" KEY -4•, ,.D td vd .�.• �Z., .3.. �_.., �y.. qY•. •.v:i'. :Y•.• .•r:. il•'• Z•. 'a.. •' .d•�•• Dv. e.d BRIAN A. RAPP, R,A, ARCHITECT, ��/�� Architect's Seal Revisions 1 4 Nan Place PHONE l 631 )t15444-6340 4" P,C, SLAB W/ 6" X 6" X 10 GA WWM Kings Park, New York 11"154 FAX ( 631 ) 544-6358 CTIONDate Originally Completed NEW CUSTOM HOME APR 13, 2001 A_7 1/4" = 1'-O" JOHN HURT,4DO R. Job Number FORESTBROOK ,w BAYVIEW 01 - 010 LOT 3 Sheet Number SOUTHOLD, NEW YORK At Table 3.1 Nailing Schedule '�• ' '` : ':...:: � Rafter/ irk o p�I@y +y �y �p� �¢� �::,_ '':'�- .q� Cell � Joist Helm Joint Connection Requirements Joint Description NumberofNails NailSpadrg x W' Ceiling �lf�C{■■g Gable Y.1ld YY a�� �Y�, t-rr• (Prescriptive Altemative to Table 3,9) ROOF FRAMING -L�`'•; '=,; "-:=: �._-_ Rafter ,..;,'.•;r`_ to Top Plate (Toe-nailed) 3-8d minimum peirafter 288 lbs. 102 tbs. "•r_- tion3:Rpof ASSatably DL=10 p9f (see Table 3.3A) I g t Connection M - Column y •~'�:y:{` �'' Ceiling Joist to perj 28816s. 1021bs. l _ ��.I(b1fSt Ct�lYliYtPlc��lOtn � �ia■ CtefltlY>rtntlY LOl�113i �9'frlb '' ''4`^t•,.' To Hate ce-nailed 2x4 Continuous "r=':ter Roof LiveLt]ad g P (T ) 3-8d minimum oist 1 lateral brace at 6'O.C. �• "s " " GrntmdSnawI.oad (see Table3.3A) Truss or Calling'.lolut Plate 'l'111r1'oillgh 1WJt�l>�t : 20psf 30psf so sf h•:`,''a, p 70 p9l: Ceiling Joist to Parallel Rafter(Face,-nailed) 3-16d minimum each) 444 tbs, 187 tbs. I 1 Sy�ttoYYll ttl► b�cyYlaYill�mtioa�:.;.:1: -Roorspm al- (see Table 3.7) 12 24 36 12 24 • 36 12 24 36 12 24 36 Ceiling Joist Laps over Partitions (Face-nailed) 3-16dminimum cacti lap 444 tbs. 187 tbs. rt�iible 1Gt1d Y'rUs (see Table3.7) � 2-10d Walls - •• _ ' �.� g ! 1 ��� �OrS � RafterSlo a ( ) lai.43.4 ) per de 252tbs. 99lbs 'I p ItequiredNumberofl6dColnmoaor40dBoxNailsperHeelJointC0lmxtion Collar Tie to Rafter (Face nailed 3sdminimum j: . (se:Table 3.4) �fV1'��1 $d 32 4 T IO 4 B IZ 6 11 17 8 15 22 I Blocking to Rafter(Toe-nailed) 2-Sd each end 192 Ibs. 68 Ibs 0-8d Nails YY ' 16 S. 9. . 13 5 10 IS 8 '1s 22 10 20 29 Rim Board to Rafter(End-nailed) 2-16d each end 756tbs 0lbs. at 6 o.c. 3:12 192 6 11 16 6 12 18 9 18 27 12 24 35 WALLFRAMING 24 7 13 19 8 15 23 11 22 33 15 29 44 Top Plate to Top Plate (Face-nailed) 2-16d' per foot 2961bs. 125 tbs. Top Plates at Intersections (Face-nailed) 4-16d joints-each side 5921bs. 250 tbs. 12 3 5 8 3 _ 6 9 5 9 13 6 11 17 Studio Stud(Face-nailed) 2-16d 24"o.c. 296 tbs. 1251bs. 16 4 7 10 , 4- 8 12 6 11 17 8 I5 22 Header to Header(Face-nailed) 16d 16"o.c.along edges 148 lbs. 62 Ibs r i I 5d Cooter.l�taits at�O"o.c. - 412 • �� + 192. 4 8 12 5 9 14 7 14 20 9 is 27 Top or Bottom Plate to Stud (End-nailed) 2-16d per 2x4stud 256tbs. 0lbs. 2 x4 Ulocknailed to eacjll . 24 5 10 13 6 12 17 •• -9 17 ZS I1 22 33 3-16d per 2x6stud 3841bs. Olbs. brace Wlth 4-10d nails. : L., 4 l6d per 2x8 stud 512 tbs. 0 tbs. 12 3 4 6 3 5 7 ?� T 10 S 9 I4 Bottom Plate to Floor joist,B andjoist,Endjoist or Gypsutn Boar 16 3 6 8 3 6 9 3 9 14 6 12 18 Blocking (Faux-nailed) 2-161'= 4 Sri Cooler.-Malls a1 7"o.c. . 20 Gage Strap 5'12 19.2 4 7 10 4 8 11 6 . 11 16 7 14 21 per foot 38216s. 1641bs. FLOOR FRAMING 24 4. 8 12 5 9 14 7 I4 24 9• 18 27 i joist toSiB,Top Plate or Girder (Toe-nailed) 4 8d per)onst 334Ibs. 1361bs. I• �. :: AO-ed Nails �j aV 12 3 3 . 5 3 4 5 3 S 8 4 7 10 Brid g g to toloist �L.iC7 (roe-nailed) 2-8d each end 192 Ibs. 68 Ibs Blocking to Joist(roe-nailed) 2-8d each end 192 tbs. 68 tbs. I lrtrdrvalt Studs _ Olid binCk ill • i6 3 4 6 3• 5 7 4 7 10 5 9 13 LedgBlocki g to Strip Plate ace-n((roe-nailed)ed) 316a each block 4741bs. 17716s. 7:12 Ledger toBeam(Face nailed) 3-16d each joist 444 tbs. 187 tbs, Y t ) perjoist 384tbs. 0lbs. 142 3 5 7 3 6 8 4 8 12 S 10 IS JoistonLed ertoBeam 1 (I oo-nailed) 2-16d' per foot 316 tbs. 118 tbs. • - �«��+���" ���' �()r��®��','�� p�ns�� from �����' 24 . 3 6 9 4 7 10 5 10 IS 7 13 19 g (Toe-nailed) 3-8d perjois 28816s. 1021bs. Band Joist to Joist(End-nailed 3-16d t� bearing bei.0`t�V Band Plate } siding ��, u•lreCC� � 12 3 3 4 3 . 3 4 3 4 . 6 3 5 8 be added ads needed.- 9:12 16 3 3 5 3 4 5 3 5 8 4 7 10 192 . 3 4 6 3 . 4 6 3 6 9 4 8 12 i 24 3 5 7 3 1 5 8 4 8 11 5 10 1 15 Table 3.1 Nailing Schedule - (continued) 12' 3 . 3 3 3 3 3' 3 3 5• 3' 4 6 ,r I• ROOF SHEATHING 16 3 3 4 3 . 3 4 3 4 6 3 5 8 - ��.�111dSt �+> Vet cut 1 12:12 Struautal Ponds 8d 6"edgd]2"field minimum 941bs 661bs .19.2 3 3 4 3 3 .s 3 5 7 3 6 9 Stud Notching and Bowing Limits (sexTabte3.3> 24' 3 4 5 3 4 6 3 6 9 4 8 11 Diagonal Board"or I Sheathing 1"x6"or I"x8" 2-8d per support 2261bs. 11616s. Nailing requirements shall be permitted to be reduced 25%if nails are clinched. 1"z10"or wider 3 8d per support 3391bs. 174 tbs. i 2 - Heel joint connections are not required when the ridge is supported by a load6earing wall,header or ridge beam designed to resist the applied CEILING sI3FAATFIING ' i �y loads. Gypsum Wallboard 5d coolers 7"edge/10"field , ( Do.not slot bevel Cu 3 When intermediate support of the rafter is provided by struts or to a loadbcaring wall,the,tabulated heel joint connection Y WALL SHEATHING i NOtC11 d ,�C01$t be�d�d Ins de--- requirements shallbepemlittedtobereducedproportionalIytothereductioninspan. Structural Panels Sd 6"edsdu2"field minimum 94lbs. 661bs 4 Equivalent connections are required for ceiling joist to ceiling joist lap splices. (see Table 3.9) depth-c1/4d face of gall• No Bearing Above Fiberboard Panels `\ $ Tabulated beet joint connection requirements do not include the additional weight of the ceiling assembly. 7116" 6d 3"edge/6^field Hole edge = 25132" 8d 3"edge/6"field distance 5/8" c Tabulated heel joint conaectianrequirements assume ceiling joists or rafter ties are located at the bottom of the attic space. When ceiling -• .. 'oistS orrafter ties aro loeatt d higher in the attic space,no attic storage is assumed,and the tabulated hat joint eoanegtion requirements shall Gypsum Wallboard 5d coolers 7"edge/10"field Outer Va of J ! span only _._-__ beinLreasedb the following factors: Hole diameter "` `��✓ % y Ceiling Height/Roof Ridge• Heel Joint Connection - Hardboard sa (see Table 3.9) <2/5d Particleboard Panels 8d (see Table 3.9) _ _ Heigbt(1i�JH� Adjustment Factors Stud Single Stud .Hole dlahteter. ag <3/'5d �. _ _.. _._... . I/2 2 Board or Sheathing 2-8d per support 2261bs. 1161bs. Diagonal t boubleStud - - - _ tl■ 1/3 1.5 I"x10"or wider 3-8d per support 339tbs. 174tbs. I T T 1A 133 FLOOR SHEATHING r Plate 1/5 125 Structural Panels 1/6 12 1"orless 8d 6"edge/12"field 94 tbs.Hole edge greater than 1" lod 6"edge 16"field 153 tbs. distance>5/811 1/10 1.11• Diagonal Board Sheathing t 1"x6"or I"x8" 2.8d per support 226 lbs. y y y1 yg� y1� r y �(, Wall 1-�.�Clist Bearing t n.Wall: 0- • -' I-JOIst 188T Ilig O� Wall 1"zl0"or wider 3-8d per support 3391bs. V-Lateral design values(based on G=0.42 and includes number of nails) With Blacking as End With RIM Joist t av; end 'Roof Sheathing Attachment Requirements for Wind Loads W-Withdrawal design values(based on G=0.42 and includes numberof nails) es ratlfttt ExposureNailing requirements arc based on wall sheathing nailed 6"on-center at thepanel edge.If wall sheathing is nailed 3"on-mnter at the panel 13 edge to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors,such as shear i plates,shall be used to maintain the load path. ' nwallsheath g continuous over connected tabulated number permitted pe . I When in is tiers the be ail r •- 'ball must be of sufficient l Three SecondGtut 85 90 too 110 120 130 140 I50 _ ... fool, -- - - -- - Y Width to provide the required WiridSpeed(mph) I L Joist blocking .... be g h to sTi UCrURAL - Nail try it With 8d _ F E F airin length• or e Joist. G y tr, �/yy �t E F E F E F E F E F E F E ai. V„ �YVY �• ShclhingLLi-ationt Raflts<TruaeSpacing 1 .y J � hle Vat Sill Or Bottone Plate $o foundation Connection Requirements ~� �liln Joist. MauizssumNailSp:;tiagfatBdCanmoaNailsorlOdBtaldat7s(inches.oc.) �� . (inches;o�) Nail to It With 8d '12 6 12 6 12' 61 12 6• 12 6 12 6 12 6 12 6 1t 1 fat 61, Vac. 16 6 12 6 '12 6 12 ' 6 12 6 12 6 12 6 12 6 12 • � i Iateritu2one ' '! 19.2' 6 12 6 12. 6 12 6' 12 6 12 6 12 6 12 6 122 ) . ' 24 6 12 6 -12 6 .12 6 12 6 12 6 12 6 122 6 122 Fastest Mile Wind yV-ed(mph) I 12 6 12 -6 12 6' 12 6 le 6 W 6 . W 6 6 6 6 i Corner Stud Rolddown . ' detail "" r,7 $1LudS �Itl1 , PrsimctaEdgc2ane ' 16 6 12 6 12 G l22 6 12? 6 6 6 6 bl 63 63 6r �,� 90 L00 !10 120 192 6 If 6 Ie 6 if 6 6 6 6 e e. 63 62 4' 44 ' Blocking; s 3 3 s 4 + + 4. Connection: Number RoofSpan U L S U L S =L' S U L S t 24 6 122 6 12= 6 6 b 6 6 6 6 6 4 4 4 4 t Gable Fa3wa11 Rake or Rate Truss w/Laoknut Block 6 6 6� 6t 6' 6� 6� 61 4 4 4` 4' o f GableEn3willRaketuRakeZhusw/oAs3.0yerhang 6 6 6 6 6 6 6' 6' 6 6 6} 6a 6s 6s 6' 6' Stories: Regttin:d Capacity afConnection(lbs/fty-2 i ` BOARDmmAlima Sill Plate to 12 50 • 402 92 * 402 139 * 402 190 is 4Q2 ' sr= izftwTresss 'Mi�aamNumbercf8drama Nails Foundation 16 77 129 186 .250 ! Blacking at 24"o•c. Web stiffener each side- Web stiffener ea 0h;side tag when required. (typical) when rl�quirei�Y (tYp lcal) (caches,o e.) Per Support 1 20 103 165 234 310 10 ' _ 1x6arlx8Sht�g 12-192 2 2 2 2 2 2 •2 2 (Crawl space or 24 130 202 282 370 f Basement) 28 157 239 330 430 ' O IxiOtu er5heatbin 1y192 3 3- 3 a• 3 3 3 3 32 184 276 378 490 I Stdewaq E - 36 211 313 426 � 550 Nail spacing at panel edges Cm,) ' • • 1 . F - Nsiltpasiagatidiatrstrppt]rtsiathepanetfitld(ia) • 24 58. 4 681 128 * 681 206 • 681 291 ° 60 Holddown • • On - inuou5 ��Jnist fl��er a Bea1ttentg Wall Supporting a 1�a11 Abbv� 1 2 24 89 174 260 358 Common out For roof sheathing within 4 feet of the perimeter edge of the roof,lncltlding 4 fed on each side of the roof peak,the 4 foot perimeter edge zone attachment ,2-i6d C C 28 119 211 314 426 ` !halls at 10"O.C. - j tballbeused. a n � 32 I49 253 368 4Q3 . • • 2 Tabulated 12 inch o.c,nail spacing assumes sheatblag attached to rafter/nuts framing number:with G>0,49.For framing members with 0.42<G<0.49,this nail 36 179 294 422 ! 561 spacings shall be reduced to 6 inches ox. • --'Corner stud Load bearingwall above 3 Tabulited6incho.c.naDspacingtwvmes.sheathiagattaledtoraftcdtr=111MlagtatmberswithG>0.49:Forfiamiagmtsabcrswit50.4Z<G<0.49,theaail • spacings shalt be rcdaced to 4 inches o.e.. . 28 81 • 960 183 * 960 29T 960 427 * 960 ' connected to {sfacked over wall below.) • 3 32 114 230 357 497 i transfer shear Tabulated nsilspaeingastitmesrbestbiagattaehedto=ftc/hussf:amtngmcmbcr3wiihG>0,49.Forftamingmembmwith0.42<G<0.49, tanail 36 148 l 276 I ( 357 1 572 I ` '' spacings shall b e reduced to 3 Inches o.c. s '•.;�:• : F. Tabubated nail spacings asstttnn abuildiaglotxted in Exposure B. Nail Blocking to ILWith 1 en O.C. Wall Bottom Plate 12 50 143 4211 92 176 4211 139 213 4Z1-1 •_'190 254 4213 t ,$d at 1 20 103 165 234 310 to Foundation 16 77 129 186 250 Wall-Sheathing and Cladding Attachment Requirements for rind (Slab•on-Grade) 24 130 202 282 370 Loads W Uposure B 28 157 239 331 430 32 184 276 378 36 211. 313 426 550 'If�eb sfifferielr each side .w ' . d I . - Top Plate Intersectidrr ThrecSewndGust ss 90 100 110 120 13' 140 ls0 24 58 143 4213 128 176 421' 206 213 4212 291 254 4211 - '- interior Stud retail viWheri`�equiredY (typical). - - - I lt�Iet�il ,foist b[ocking su��icent �tl'tadSpced(mph) - i to Support load 2 28 89 I 170 264 358 32 119 211 314 - 426 l E •F E F E F E F E F E P E F E F Yable 8.6{t; Midge Yertsioll Strap CsNadection RrtyKurelaiertts for Wind-�lrfto^-11l+t':B 36 149 253 368 493 561 179 244 422 561 i (Prescriptive Alternative to Table 3.E)' _ StDd Spacing Sbathiap foal Cum�) bfa:ia�Nail 3psearg for Sd C omrrio°Nada°r lOd E03 Nsils(itttlsea,o c)4 28 $1 143 421 s 183 176 d211 ?97 213 421; 422 254 4213 ' tksJ L"d a.y._ :v DmrAoaal it DL-10 par 12 6 12 6 12 - 6 12 6 12. 6 12 6 12 6 12 6 12 3 32 114 230 417 497=4J Gila ' I �� („�) u so too Ito , 11n tlo 140 130 36 148 , I 2T6 I I 417 I I 572 peer top plate legs _ aaarsp.. ���,a,a ,�tpi�crIn ,mdot t•vrstno"'``t' Inhzia7ottt 16 6 12 6 12 6 12 6 t2 6 !2. •6 12 6 12 6 12 cantlhuous lower aaottvrb •- (tit 24 6 12 6 12 6 12 6 12 6 12 6 122 6 122 6 122 •• 1z t 1 2 = 2 3 3 { U - Coancctorupliftload. a top pate = 2 4 3 s 12 •6 i2 6 1Z b 12 6. 12 -6 12 45 • 12 6 ' 12 6 12 - t6 I : 2 L Coanectorlateral load(perpendicular to the wall).- 3„'•. In 2' 2 2 4 4 s ': b 4YEdgo7ene 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 _ .121 _ l:t: 24 a i 3 3 4 s 6 24 6 12 6 12 6 12 6• 12 6 122 6 122 6 132 6 122 $ Connector shear loud(parallel to the wall). 22 2 i 3 4 s a. 7 s 32 2 3 s 4 s 7 a 9 ! * Anchorage required to resist lateral loads shall be deu=inedin the foundation design per Section I.1.4. 36 2 :3 + s S. 7 s BOARDSRP.AT II'IGorLAPSMING ' Tabulated uplift requirements's=1110 arooUceiling dead load of 10 psf(213 z 15 pso. j • ` 12 ► 1 1 2 a 2 3 16 _ 1 1 z - a '2 2 3 4 :SheatbingSt2n Raft=Tmts$pataog MtaimuanNttaba ofBdCommanlisils to lOdBoxNtils ' Tabulated uplift and lateral connection requirements shall be permitted to be multiplied by 0.70 and 0.85,respectively,for framing not - 20 t 2 2 a 3 4 4 s10'•O F) Ya5ltpp+a� located within 8 feet of building comers. ! �,;�_ 24 2 2 a , s a s 6 iz z4 Z 2 Z Z Z 2 Z 2 i 3 Tabulated shearcapaeity requimmelts tlssu me a wall shear capacity of 421 plf(walls sheathed with?/16•structural sheathing attached with 2s 2 2 3 3 4 s a 7 1x6 cr 1x8 Sli"I'm gT4 . s a 7 Ix10orIsr¢aShtxthing 12-24 3 3 3 3 3 3 3 3 8d nails spaced 6" at perimeter edges and l2'atiatermediausnpports). Forotherwallshearppaddestherequiredshearcapaatyofthe Xt 2 2 s connection shall be increased. 36- 2 2 3 4 3 ,L 7 a , '12 t 1 1 1 a 2 2 3 i s 1 1 1 2 2 2 3 3 E - Nail spacing at panel edge(1I1) ! 4 !is 1 I a 2 2 3 4 ] F Nail spacing atiatumediuo.stlppottsinthepanelfield(in.) t 3:12 34 1 2 2 2 7 3 l ]y 1 2 2 3 3 4 S 7 t For wall aht�lhiag wilbin 4 Eat of the earners.the 4 foot edge zone attaehmtml:r quirwieats tb111 be used. t u 2 3' 2 3 4 4 s 6 attscbed w stud framing metabers with G 20.49•For fuming t°embcrs Latish 0,425G<0 49,the nail spacings 36 2 2 .. 3- 3 4 s 6 7 2 Tabulated 12 inch o c.unit spacing assumes thealhiag 1a t 1 1 1 2 2 a 3 shall bo rcdnced to 6.iacbta o,c. •`-:•� I6 1 I I 3 2 = 3 3 ttedtobt sutt;liltunteaEcrcamaaanaails. BRIAN A. RAPP, RA, ARCHIT•E T P.C, architect's Seol Revisions20 1 . 1 2 x 2 3 3 4 2 'Forcxtai"Faaeleitiing,galveaizedbotcnaiisshallbepermiMY &t2 2i 1 1 2 2 3 •3 4 4 + ?abut....1.ail in ausumeaibaildinglocatedinExposurcB. 4 Nan Place 631 544-6340 l 2x 1 2 2 2 3 4- s Tob ww;,oacsslmrsV rL.abc ,.,.. _ Kings'Park,New York 11754 F c yd4-fi356 ' 4••t t l a v 3a 2 2 2 3 3 4 ! s .mei AX :73i .yM S •r� -••"ray• 6 x lurlrss�ea IoorirdLtP�q+maeS-...• Cis P• f ( •'tii' iii"� =:'_i`' 'i., 36 2 2 2 3' 4 4 S 7a6Ytaladridp modatuiaa !"C - • i �., t r �•4�tom`"":•'y' 1 t _ 1 2 2 2 r T.brLi7cdmaomtimtOpuuancausabarcdmtoultipti�ttaiout lb111 Pdl t' t(;Orgna(ly Com,?1'Bt d ),• • - +•:)::'.:_� :r=• !a;+�?'!�'; '�} •.[`.•' II l 1 ,A• - :t-• -J`'' .�.: I 1 1' 2 2 2 2 3 + TA.14lomemia rafi-c ml+anteAed••al2iodtiQfF>?�►?+i L > fi=+ L - •�• / ` b, '�•` o 16 _ ! _ 1, .i�w•.'.'� 'i a . ri 4i?':_.•_'. r 3 Gh.lateay►4a6rtSaWProPnalamuLipl'rs�d°r.. ;. •F - � 20 1 1 .2 2 3 3 •', 1 p t i 2t2 1A' t 1 3 2 a 3 < 23 1 2 2 2 3 3 4 4 a1duC�;"sp"r6s)' 1rY1r,yLa• -ILA 1]3 7:12.1 Job Ir'gtr.;ler 1 j la 2 2 2 3 3 4 4 S WOmdcuEYhtnimmbaormul.requredirwrbeadd4atlenMYr�rlYtrwlibrt[anarl�tnadnedtaaatardmadfi - a ]6 2 2 2 3 3 4 3 6 TAU 3,L the eklptiiVmdadd2ioa.t ' 4 � � ; t•. / r - - a.• w0e,.maartieLtesdtaLc+taan ,sew. a�,tlJao�Yoo:.:,hp¢.L•i,t9.titAsiKm.adr.tieaotdtxi - Number 1 . --- estttrltEeeSul,tadnxwbeiafsdramanaaa3iwae+edaaporlirto:riuroftLhmco.2s4tarLerloruLmlLetSa '. � � i .r,.h,°�t Num x • i oosimtsac.olt5.oi.r.todw..+Ltrafi0lboitr,'16a.rtsodiow�.' - -;tom,-- , _ _•f` ! �� '� ), �" s t•!?1'�As?�?as�l��!14•Pfhsrl���aue�ttat�.iow.•. i .. .-- - `•",, a^;t�?�;'. .. "-�:•_ d � � --_ I . __ _______ I I . ­ I - ___, - . - - - ---= - � ___._ - ..----. ­ - 11 — . __ __ __ ___ ___ ,.____ ____ _IC==_=CF= -1 _11111 I'll,..... __ . C=M==---��,urv==Amn—u==---.w=r�.m- ?-Uz�-U. �I--ww-... : -_...., I ,, - - I ."q!,.'g �- ,__,_Twnnnn==!!!!n"" - ­ ____ - I . . . . I . . ,% . I . .1 .. INSTALLATION DO'S AND nnrin)oirc . . .11 I UL1111 I a FLOOR DETAILS ' ' . I . — — -_ . � . . HOLE LOCATiON FOR MULTIPLE SPAN JOISTS . HOLE LOCATION FOR SIMPLE SPAN JOISTS DO NOT * . ,71 " . . 'r., ' . I ; Do not drill or cut flanges. I. I DO ;OR ATTACHMENT AT END 8EARiN3 @2 BLOCKING PAft EXTERIOR --�-1-1-LAivgr��'It'A�L��u,Ai�f!k�,"�,�f-'�,,,A,AYZ'�-,%Ii��:r.ltP.�t,!i�-49p',O-'�.'er4.F,,,t , ,an . voinicallaidliansfer. o0plimax I Do not drill or cut flanges. I I Itt t, � i 0 cl.�l 1�1 4­­�� ,,,,,1r,,rno1.Lb1, pes i I r � I ! I . . ,.. h .1.1. � I ; I � tu I ., I �., . � ; . �#� I -I . , , I I 1, - . < Z, ; ::) ,� ­N-1 1i . �� - I " 0 11 . I One ind bIotorstriker nag Fach side at bearing; 11 R ii .... �11�'R_X_ t:. . .. I lyplcal:orall Wood boaring,\ . -�. . , . rt : : I can" I Wood I Steam' chart ! : See ., : chart : L+-dimensf I . I i blocking panel . H � dimension----.o.-' '.-4--11010 14-b­, .k@(!F) - cha noi:014----� 01 " I . ;, I � I _� j� $. 2 1 . . L*-dimenslon IN . PJ !11 � . . . . . I 'A 09, . ..... Chart dimension Is minimum distance In feet and Inches from Inside face of support to nearest edge of hole(2-6 equals 21-611). . Chart dimension is minimum distance in toot and Inches from Inside face of support of hole(2-6 equals 21-611). --- .< �4 . - to neatest edge . I . I i - ��� '� ..�,I�I . . I N. i�. - JOS! Joist Circular Hole Diameter —Tols—t joist Circular Hole Diameter 1 OY4" il. i?, 1 2 Y4" . . I . 1. 4 Depth spar[ 21 3! 4W V 6 W 7' a, 0 W 91 lIr loye 11" 12, 12y'r 4� 61 6 W 7* Ir a W W lo" , I Depth Span � - — — 7�� 7777777777T1:&.,,�,-.,� , _­— , _ - - -__- ­�­...". , �� I I — — :. .. j,:,�.,;*- " ,-1 �,, . - - , ­­ �11111i 1, ', ,�. ,Z:". , -1 7TF77i;iT,�, - ,_-_f� , "'. I . � I I ,,14< ,,,-`�r� ��.!I. -�,��--., �.,,t­�.,M�?�ni-i 1':,�121��'i_"'1118� ,": ,..%!, - "--".�..��;,,i',-,---,-. ,_�.I�a�v­ Z.) I-! - , - � _� r�:�._�1.112 "�,.."I", 't,�`111�11ilfll .?-$�,�- � N", i� -1 � e ,4;0", ,�' , -�-,. , _ .. - _;_ __� I - -� i-�17.,�'.'4�­i�.;,,,�.I.�..Z-.�,�.,Z:---,-�,.,.,.:..-....��'..'�, I . -11 , -­.1J­.1__1. ,,�­.71�1 I--...-.` DO NOT DO' d I � .,.1,1,"Y__,�,11�_1,75�i -, - - I­­..­..._ _.,._.___.­ � _-____- _ - . , . ., -i Z�; 1- .I 11 - . 0-6 - 34I -,---2,i.,�';71 11�� -tt - .,, �111� ..... *- " , -" - -.0�' e. .; e.­�%�!-.... ,.,.. .. "."'.... �:%..-..,-"..,"';...."...", -.,.,,�- -,�"" -0*,�-,'�'t.. .. 12, 0-6 1-6 2-6 3-6 5-0 12, " I li­,,..­1­0 2­0 .'..." �` '.­ -' :�,- "­ , ­f , ", -11 ,'­ ";: I - , .", - ,,, ,,, __7 . ,,I"t'. � T.N: :- _ '.. _ , "I', :;,,;""' I 1 -- "l'.11*""�..�,.�-."".*'.*,�,,��."-.,.,.",��*."-'i�"il 1"-'-'-�.,..,.�.�',�,*�..",��',,'i',�-�i.�"",�!;"",�.-.i�,��-I'�,�'.�.*"I".11 -'_1'1�1<1`�._"�."��_�i � ! : :: .,�:'I- ��- � :: �0. "I - - ,�, 7 :q � t ,! .� � I �'.,.Z'� - , , �­ � _t. - . ;­.­­-.­..__­_._..1.. , . .. ....-........... . "' " -, , 11-1-1-11tT 5n�.�, @ lv&,`�M, 7- .. z C", . ­­ . .�. ,� . gy'. : .. `-.!.��'!, 1 ;`-'A-9. � ` '.-.� .. . . <J, X.�.,w� �_­'. '1117- .,*..,..-.�.-'.----..*.�"...*.,...*. : ."": 1,.,:-,,.;Y;_ :, - ' .1-1:' .'... . ,-!,� : - ' ' '" '. . V_ '.., - . � . . . ,�R" F11" - t" -­� 4 ._,--.�+b.-` ,. ., _... i .k; .. r , � - I \J6 , .,.,0.,__.E I - I - .6 , i ,',,.., _.�.,,_ .... .:,.:, R.-, -, , : I I " 11:: ":Q,R9M0-"1�f,l "i i�� z . .I ".56"I'll, �,,,55, 0—I'm " . . TL, .. _ - , 6t 2-0 3-0 4-0 5-0 A ���_... ��I'�y;""",�le";�w�f.�tli-fl-,k:,-�"R,���'���, W�Z`111 IN&�1Y.t�llltq�,11,f-lltml,Af�i::Ir?7i��i��WT-IrN�-;rg�fiil�I�jm"IfWtAlvm "I� M 3-0 4-0 " 6­6 16, 1-6 . Y .".."', t­1-':,­�.­; f)`.,;" �*,,�-,�! ��l,*,',".�,�"""�',,,'�,�.�,.,-"."�',�,��.,�,'.`��`_,,:�" � I ­1 ."', 1, 9K, 1 , . .:-16',,,t,;::*d" ..".... _-:,.,.­.1: , I �:%t � " " -,,,, :�i"�,;.,.�,;..,f�!�,�,�,-.-.,-.",.,��"", "I ­I . . ..," - - - , , , `I -- I *...."":'.!':_ ,., ._-,­: . ; , , . ,,� �;,�.,� - � . . -77,,'. f�,,�,,.,,�,-Z�'.,.��",g���e,�.�,rL.",�,�,�"t,�,.""',.�W_".7�.,.�"',�,�_, _".t,",",,��.�,__ _�,_,­-�,,/,-�,�-,,,,,,,,-,,,, .111'...;"."'... . ­­; � .Q ..I­.?... - ,,,,,,,, -- �'. '. C,1;`11A41:;___;W_____.­ .1.111. . lv� �I _,. I , -..!,, r�_�.,. "I "I ­.1_;.f2�L.:;`.1._­­ ­....----...,_...;.'.%�!.;..'­ I In end bearing length I ­­ .,-�---�­,.1","...,,�� ___ _, 4�1 04=4***��Mlll - -_._.:-- ,�. R", , ,,tg �i ' -- '. , ;�', " ��,`-�,,, 1/11.;N1/i,,*`1, � - I - ­'! 4- '­'t­: . .., , . 11 1-71V - , ,,f,t . f ... , �,!_ ,�' _ �7 ., -,,I' ,,'.�,,��,,, ,,� ��'.7;,�� .,��,�,,� , Z" * 3-0� ,,, 1't,.,.; I - �I 1� 1-314'minimu , .1�"�?�.;. ." ". ,�;;, ,i, .� , "" , , '.,�. , , I� , , , I :�, - U .,- - '.. . .�. :_� _ ":.�".-"/,- � _;:_;,;,___;_, R � 1. -�m-. .- ._.:..�:r� . . , _,:�_�",w._ . . ­1 I w 1Q'..W1;;.­__ I :..-;,1W!'.f.:...,.-..*.., -,;-,-_, �..."I,1 1 I,R­.,Rl.-IR, gig� .."', � . .. � . !.-.�!M,.:."-.�1: ..& . ­ - I at all floor md toot donah I 0 � 6 1-0 M 3-6 �'hp. � � I . I. � . . - i ,i,�,;.. I.., . ­., ;... .... I iiN I ,-1,rl,'I I rtl_� I ! . 20' 1-0 2-6 * 4-0 5-6 7-6 20, 0-6 0- . ,'' ...' : .� 1. ,__5 1_0 I 11 0777777—�Kg, ' I . I � , I :1 ::I 11 I ...:�,; . , � I i . '.... 1. . ,,,�:., .1 �. , %, .11, '.-..,,,-.-.-.-.-_-� T : ... I ...... I . — : I - ,, -" :.� , I *- -t , -,�. ;, , ..,",,�',�' ,I,, ­111 . .. , - - ,; I,�, _ : ..�.. �a-I,i�* I..,�.'�* ..I.-t;, __ .;..,.';�-'__,,,;, 11. � ... ,;��". �i!`­,',�,',m`,,,� :,�, . �� : � -,r.......',1:2"'­: ­1 R-`�* -1�11*�,`:1.1111'-T- -`I -9��, -'.. , -n .", �. 1�1,L� " I : . - : ��­__­- . ­ ID - ,.I 1, , , 11 I , "I', )­. . ., . . . .,...- . Z .......- . . _ : .. ad ralls at fil o.tL(or rer design pro I ..; �,'1.. ."1111 U; ..", ., .1r11f1111X 11 I .I.-_ . � ��.'. ,%. '. ..."..... . ... ,,.:'."".: . 7,��,",;..,­ ..... ..;�:.! - 7,7,��,:r­;"?, ,�1. I essional's specs..nut otimplying with -- �_157§11: "I",m7li _N , - ;.Z, ..�� . 6 ­�� -IM�=�� I— .I "'.., -,� I - I ,_-5 VJ V -0 1-0 1-6 2-6 3-6 4-0 1 1 , , , I I To aveicl splitting flange.sw nails at least 1-ire from end.Drive rialis Installation Note 1),pro 1 a.) " H I ...:�.i.". 'It, s--­--s...........""." . t�.,�­­111­I,'. . 14' . .. -, --- I-i.I-,.--.-,-I . I I .�, .. ... t..I .. . .... . �-- - , ,j�'.,t.,-'. .,0�1,_, - , 1i '�21_lii�,_�V Li� I Do not violate bale chart rules. Chills .�. ; ....." ...-.: .,*, - 14' t , .... '�' " - .. I:. t, , P"111"'TiFT1,11711 .." 3,11 - 7�'��`.. .1. ,��.t, ti .", , . ,. i 5" -:',�!.,,�� , "' ` .; :It 1%, '...­­--..; .. . I'!, : ., ��'..� , ", . �A i... :::t I 4, . ­ .1 , -il " I '. ,-;.,.*: :I-,- , .,:,'-.:,,, - �- � .:�. .� �.91 . . _. .. .- - A. �,11111�1 �1'1-lki�NIIA�l ��'�!; - � - ­....�.:"� - .. - ..� ,�._ ,.A 1: ?1. t - - -".1. . _.;., t,il.. i....3.1.;I i�.1,_­ . ­....". '111121 4;,,-N1111M:.* ,..�'...I;.- .'.';. ...:, ,. -_116' - " ! - 7 �',­�i,., ; . ,,� - -,� ,_. . -- . I 11, 11� : I&EII& ; , - ii;-,�' �' . t�,, - -11., �_�. ,,,,;,'­t earin bite, :� � 2"A"..��" �.`,tll?�'--. . , , " � '0 (Rotor to halo )---D_ I - ,. .: , ..�.,. `��11�,_.11`1`1,,�-"i-� ,,,, ,',� .*- I - I - .....---. ;,�, .�: � �, 6 . � s_,,�! �, at an angla ti prevent$putting of� Ili P I'�""I'l"""""""""'I'l"""""""""'I'l"""""",I . R, ,.._ -. . .,k 11 . , - 11�i , -*;:,0*:tl�,''I.,, '._ . " , .,.,. ... 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Board ::� I I 1 1-6 1-6 2-0 3-0 18, 0-6 0-6 1-0 1-0 1-0 1-6 1-6 2-0 .2-0__................ .........�...... .... . .-NG- DECK 1 16, -0 1-0 1-6 -_--T--f�,-=m , . %.... .::. ...I.....I I...... - ._;�t . ­ ......... . %­ I ��,�,r: T r . . - ' '��'. ., .."a � - -- � . . .. - 7", �.. 1-1.1­,.--,­­,.�,�Ij'dr�'�;'�''.�,:'.-'...�"i�"'-.,�:"*""�,'�'�l.",;.,.fI.', .1, _ ... -, ­� �,�;e tt-,�,�.;, , --, � FIBERSTI". ", I ­11-vtA IVI"-N .... ....- . . It " , , __"�71171_1 Loi­.- .... .,_ . :, " , .., " ... -_ .k :_1 T,( '�i7-,,7,�,,,��-�,'�l��"'i—i�,4�"�'I` , ,.,,�,��" X , I...*" a IL '2 I ____ , . 7�.�­Z­�MiT7 TRI_17, , _' ' - .. I ',�'� , . .. .... : -1 "_� 11", . : Vwz .tJ,..-_K .�x 0-k_1,'-;:, ", . . . Coining I _; R -124fifi�-��T:,I 1� -' :,6"' ­­I .1, 1111"Twl�ftl.11_111�3�111, , ", ,_f ", o 1:-.,�F.i'�,,,,`.'- -,�I.-_­_ ­.­ , .. . .1..._�.jtt�f�nNh­.'111­­­­­.....I-------I_;911� " 6-0 6-0 7-6 8-0 . . I dr � - - Ir CF6) i ='_'�_ .-,l"I : .'O .,�, . �,i,�,, ��-.,Q""",-,,,,�,t.t...,-,,�,,� J RIM BOARD CLOSURE -1 ., , I_,�.,� ,� .!u_, o�,�, ,�" ;�g­,, ,:�": , p, %,�,* � t­ 7 ; , � I'li, - - ...� -�" ig i,�;,;,,,,,,� � ,,,�, %01 11 _, I�F!3 , , " ", . . " g ATTACHMEW , sh ii �v�e I - ,�, I ,f ,!� , ,4� ,,�, -- " , 11 O.","ii7W,: L � � vertical Icall transfer-67W 191 � �;��Vjj�?,1!�Vzzi, �,,s .�191."�21' _-.1..1.__1---__ ,.-.-- . 11­ . .,.;: . , R i , -0 4-6 5-6 6-0 6-6 . _... 0-6 G-6 1-0 4-0 4-0 ; I I"m'sir ow*uutut , V 11 , ,, ,A .5", ,� . -6 " 1-0 2-0 3-0 -_.%. I I 121114.1 I eil, 20,. I " 1-0 1-0 1-6 1-6 2-6 3-6 4 7-6 �-8 160 221 '­­_.­"'­'... -.� -".1111M I.,—�11-1-11 .,.,-1­­_;,,,,1,1M, __ -__� ') '- ,_P. '-­.'�,,,;­­ 1�,4 - "'A "."'.1'.."I"", . _._.":r,�",��tl�t:vp�� .. 11 ... .. "' ""', ' � A . - C., - - ..,7,-"%.!!-�r..,r,*�,-,I:,Z", . :, , _ .. . ., — . ., .,,..�'­­,_.!M1 ­ . .. ". . , " t'. ..-..,� . . I - � -'.... ,,, t,.�-__­- -�U ... , , ...., I " .,-�� :7,7't:-`.'4""",*," " ��,% ".-,Ri;�,,��A,i-,M, , 'i-t-­ ,� , 101 1. _, -. i I oi-P Mrstron , , , � .-�-�`11 , -7_11-r", I , ,11 ,"'.3i . ­ """,`6".'. '�i�s_...� - ` .0 .i �0 ,"r..T.,�,.":," . , , _.�. . Iffii, - 1111­ � rim 1:2,d �� - . , ��,.�'�, "I', � , ,_ ,, N_11�;,�V,11, i,g-�,'',I Z, , .,". ." . _,�,� '.;t,R1^,_.i L, ,,, , ,. . . ",,'I,-, � , � I '... 2x K ledger .. -- - '� _� , -4 - .-.--�, :..".: ,- �"._� .- 9...",.,��,�-�-.,�.--..���.,-�:� ,� ...-RUP, . 1. . ,7�1�g*..'�,:�I;i"' S� _�.� cz��i ,­�� I. #1 __­ � 8 8 9 10 I -00 or DO ; , � , 0-6 __1-0__11. 4 5 6 6 7 I DO NCr " :� k� -,w � , , t 11 - ._ - g-j,t`�,. , �­,R,t'K, -,..,;._'-w-_._- - �,Rl� �411 - '.. ­- - 11 ,� �. : , .. �,� "" ,,.� �� . , , , �� , . '. q�,�:?,�,-.,.� ,z � .iL� tk_�, i .."i . , , �, �T _ .,,', .*4...... ,." ; .6 ... g, ., 1, .1 ­j , I � � . 1V , t�� WRO-0-------- ,34_1 1�1 ­1.'____,.___ _U .P. ..�,'.'0w . 'Jptlonal . " .____­____ - 7 8-6 9-0 1 G-0 . . 2-0 3-0 -0 -0 -0 -0 -0 -0 -0 -6 -0 %.._-�-,. . ... _ ." . ­., - 1.1411`."*Llp'-��,�:t, . � I 11 __, 11 :.' - Fill holes VIAU . - , I -11.1-6---�.q 3-0 3-6 _.0tX_ ,!�,Zwm­�f,,�!-;Mrl ., :-:'!.­'­.'.. !!_:;,k ­� . , - -e-,� --, - �,­ . . . �1��,.3., ." � . 5-0 6-0 6-6 -6 26' 0-6 "I 1-0 _X,V�Z�. . ..", .,:. ') , I 1,�. , ;'*. , ,;,.- -�-,,�,�,��r!".�..:�Z:­- . . ,- ,­­-nx�­-- , I, 1; . � . -� -, -,,t;i:�.".!",-.�- " � ,.., �!,�,�;�'9� Rafter , I 24' _,_�Tykmy,-��'.-,�� ­�­�'.,-��- p�,��',7 ..�, ,� ",� �� ��!W�mv�,�,., 1�, 0-6 1-0 1 -pf'=--gn�.r-.�? .. *" 'ul.^.klr,,ot q, 111'11;� 1.� i A"1 I ­'M -,;�"�,�',�,-,',i F2.1i'S"'.* i�`-,',.,!",._"J-�-*d. -" �a A.421 * - - - - �� , ,� :' ' hIgh-qualffy ,,`� U-..5:z i�-.�w---.,: ;,` " � , I�,�---- L,,iit�z,,,,,,,,���--,�z :.: �� .I , _ " i 7 , q .0 � -.��:.��,�,f`", `a.�_- ----. '. , . - ,,, . . ,;:�� � :I I rim hoard . L . . caulking .. I : I �, ,�,'P, _',� 4,�W',�,!-�.'4�,��W .-.,.-X�r,,�V�1.-kt-,:6',g,��:,. "'_% �-,.q-! . ____ . .. .. .�'_._�;. .I.-I.-A I:,­­-1;­,_­_____.__­­___....­­-- . � , _g .. . ­­­­ . � � .-, 1 . . L � �:..", .;�', . �� I a 15 ­..,- -.� . .. " 7-0 8-6 9-6 10-0 11-6 13-0 30, 0-6 - - 0 1-0 1-6 3-0 4-0 4-6 6-0 7-6 7-6 H 10-6 I -­7'. . . I 1�1\ .. . � I ,,­Y,�, . " .,;;:, I I 21*D.C, " � 2-4 galvartized .."..111--V-11,J­.',­,� 4 , .; ,." . '. .. 1. � ­1111-1,�-'.."V ,­-,­."_"­­,,�7�.r, "" '." ­7',­­­�_,­11­1 111. I I 11-11 or staltilm . 1 28' .,?Nt , , .";­.­,...,. ". ;" _ S, tm i,�','.,','�';'�,n'­ , ..., -, 1'* ".�-.,*;�;�,...!;:�i;"*,.,::,;.".- ..."",,:;.":." , I.: .", - _t�`R,L�P,1�9�'11'�11�11 0_79�"', ,,!�,,�i...,g Ill -, , raq;­­�� 'L".- !A1, '. ,--"q-§,!,- -` , " - ", ` , """'� , `� ,, , ,"'�"i , �,-, . , , , �;,fl'�,�, 41 .11.­�_�", ". 0 �;� Evtond flooi sht.atilln? ,?m,,,. � - - . 1?1 11"8'K pt — 1,0. - ."...,.,I"�'o"".,!.�,.,..��,,.-'�i".O,;;"�,,.'�'-"',-'-i',.'- ��,.,,,,.�,..',.�-'*.-.,'.-.-,i� ".."�,:.` ."i, .-.,��.'t-`� 4,(K'- -.0 _­ . 1�1 I leel wasliers , . __1 12 �,, � __ ,--,*'I - to 0________- �I ' . � , I , . .� I , iZ,4" � 10-0 12-0 13-6 . ,� �1'1 i ' .. I . I - ;; . -__­ . -0 " 9-6 'M �',,k-1 ,;-", -_-�4 .. .1 ?1A W,_ " "n ,",��,I W4'1� -� Iq . - ,."--."��"",�,,�.,---;I,mr",..'�l", - EXAMPLE: ,� . . - / I- \ 1411' , : 32, - ­­­ ,* T NOTES: I '�__� - 6 .1 I - . _ ,, � I 'i_ -.,,� , , � . G-I Flbe,cuo - :.* '11171T,7 R..11"..�! ,-��",q,u,��-f"�i-��-3.�l,,7�u��'�'-�.";-,�'J'!';.L���,",.-'.;,,�,-� _ . �N . �� T G ­ , - I o,,�, " z .- W�. . - 1�� . , _1� - IFI� " , ,� �,rg, r ...,,i_-, A , , .%I-S ;- i 2__ RE, . .J ; 0 hIng � 1� 1�b I olknotoo"Icut alit beyond 11��� - ,, I � . ".0 % . J_ 1.Hole locations are based on Simple Span joists with uniform floor loads of Determine the allowable location of a 9"round hole In a 140 deep joist which � �i . __ - , , Y A 11 11 I — spans 201. 9... I � . . / ­.ry g 1 5.For joists with mc span,use the longest span to determine hole 40 PSF live load and 10 or 20 PSF dead load,spans from pages 6 or 8. ----.----_-_�- / I .,m _4 _ ��. i .- I S: . in ths�web of the joist. Enter the chart In the left column and find 1411 joist depth,move to the elght wyoull 1 00411 �51 ". . I I � - NOTE . w'Qn gor I � � ,�11&yj', 55 I . . .. . ., location In either span. 2.A I Y?hole may be placed anywhere _ ' . - I . 8d na top and K 112,sheathing : .'.,.:�. .. - 1.Hole locations are based on worst case of simple and multple span and find 201 In the joist span column and move across the chart to Intersect byl a �, , ,� . . EXAMPLE: 3.The longest side of a rectangular hole shall not exceed three-fourths the FlberStrungO 11 I . . bottom lunge . . , ,., 2x I'Tiodg2fanaded with 112-diarrAter conditions with uniform floor loads of 40 PSF live load and 1 0 or 20 PSF ble location of a 911 round hole In a 140 deep joist whlch allowab;o round hole diameter. the 9N round hole column.The nearest allowable location to either bearing Is 0 1 rim board I I ... X4'thmu bolts ft vmhtri and nuts dead load,spans from pages 6 or 8. Determine the allowa . 5-6 or 51-V. . A, . ... r : G-P�be=rStm,u . fid nails a,.a,un center . 14 (of 1/2,XV lag screws).iso)per bolt . ,lear distance between the holes mue,equal or U I I i I I M loo-nall to Platt,typical . . 8d nag at has multiple spans of 161 and 20%, 4.For multiple holes:Thq r .. laler'ai suoppart [longer/ MUIC11m:n; . 6. 8d nall Metal - OA 1W hole may be placed anywhere In the web of the joist exceee twice the dlametGr of tie largest hole,3-r;,2e the longest side . . . � I . . I b I ., toe-nan to- opand flashing callow The lag screw shaim be . ; .J bottom Inserted In a lead hole by turnin -fourths the Enter the chart in the left column and find 14"joist depth,move to the right of a rectangular hole. - I -_- _.. I I --_-, _ 11 I— I Ill"typical flange a wrench.not by drt& with a=th * 3.The longest side of a rectangular hole shall not exceed three 201 In the joist span colullin and move across the chart to Intersect . . . . .: - --- * __ __. I 1/2'shalhing MCI . and find . . . I I . I L, O"Morquirip can signiiinnity rmuc, . allowable round hole diameter. the 91,round hole column.The nearest allowable location to either bearing is . ... I . . . I . . . .. 7 . .. . I lateral resistance at the I screw , . .. . . . . . . Wd 11?e 4.For rpultiole holes:The clear distance between the holes must.equal or . . . . . should therefore be avo,ed 6-6 or 61-61.1 . I ; . .. � exceea twice the diameter of the largest hole,or twice the Johgest side .. . ... . . .. . . - ... . . I . . idar hnIA I .. . . �.. . . . ..I . .I :-'... . ...�..�. .;. . . ,, nf a mr1a nn I . . .. _ . . ��. ..* , - � -. , . � . . . . . . I � . . . . :. . . . . . . . . I .. �. . . . ... . .1 il . . . I . I .. . . .'. ..::... ­ ­ - I .. . .. I . . ..1. I . . . . . 4 . . 11 . ­ .I I . . . . . . . . : � ... . . . .. . . ... . .. .. . . . ... . . I . . . . ­. .. .. 7 .- ... .. *-..,. : - .. - . % - . � I . .� . . . .- . . . . . I I . .. . , I . I . .. . . ., . I 0 1 . . I . . . .. . . . . ,., ­ . . . .. .. . . . .� - . - . .-1.. . . . . � . ".. .- I I .... ...- . ­ . .� . . . .. . *. . . .. .. 11 . . I % . :., . . . , .. . . . I . a:n n . - , . 1.'. I . ... . . 0� * * .. U.11--i4p-.;--. . . . KUUn DETAILS . .. .. . . . . I..,. �. . . .,.- z:6056u 0^:-1�0­ * I . . . .. , , . . . .. . . . : ,. ... � - � . . . .. . . 0Viz-­_*..____ - - . . . . . .. .41.,.A , . . . .. . .. . . . .-.. . I I ! ... . . . .- . . . .._.... '. ... .. ' .. . - . . .. .. . . ­ -� . . .. I , .. , ... � .., . . .. . I . _._�__-_ . .. . --- I Vito" -C-47C'' ' ' , "' ' ' . il . ­- . . . ;- : - . . . . I � .. _... . ... . *.-' ._1-11 :,. , - "..... . . ., .� 1 . . .. .1 . . � I F7 BLOCKING PANELS USED Fnp,DRACING BEVELCUTJOIST CANTILEVER 'ETAILS . .� . .. Ill U I . . . . . . . . I � . I@ Do not bevel cut 7 - . . . .. . . -.,';.� I . .. , . . . . . � I. ."- .� ..,, . . . . . - Z��9_.,. 11 . I .. .; I -, ". . '. . .. . . .. . . . . :... . . I I I joist beyond Wide W. . .. .. ,�.. I .. ... -.... . . I.. . . . . ­ - I � . I . . . . 11 — single layer 314'rWd sheathing 1plywood or oso) I. . I X-bridgling or wood I 8 ION NOTES - . . . . :, . . . .. . . . 1. 1i rim ,, uierowo face of upport. C1 CAN11ILEVER,UNREINFORCEO blacking Panels(see dolzil F2) CANTILEVER,R' . INSTALLAT - . 1 . . . . .. . I . ­ -1.1 � I . - .. - z layers--inp it 314*4 retrulredatcanweversand . . . . .1 ,:.* ...... - '. . I I =orOSBrimallowed `�t I INFORCED . . ... '.. I .1 Single Sheathing(Option 1) .. .­,- '. . ..... -'. - :7- ' . . . . . I . I I eoo px"qt"l IV only with jM- �,�L=U n . .1. . � I 'I" M� I , to unuing,or 4'on each side 8 11 � I ,�,�� . . . . . , . - , " ', wlth2x� blocksas I- . �.v of cantilovered ana. . . .. . . . ­ ---. : . .. I . I Ill detail M. . . 1. . . . . . " ; ., ­ .,. . � " P� t, , `r%S.'_A I , For allowable walitroot loads on , 'X-bildgingorWoodiBm-blocking panels($to I P . . .. . . . ,. � . . I cantilever,use.-..."W".�, .... A. Except for cutting to length,top and bottomflanges of . .. .. . I. . . . . .. . . I , I Contact Geor X . detall F2)required at cantilevers and continuing � ..I .1 I . . ..t.. . i.. -1 . � ... I : I for 41 on each side 01 WWOVIT14 area. 11 shall not be cut,drIlled or notched. I : .. . � .,. .� . .. .. . .. I I I Wood I Beamr'loiS.S . . � ­`. . . . . . . _. ... . ... .. . . . . I . _',1 1 : . '. . 1% %�. . �.. ­ . . I. . . , . * , ,, .% .. I .. , - 4C 1;,,,i U . . . ... EQ . I I .. I�;,...V11_Y1fN,Vl*Wi) ��; $ " .1-1 . %, At. . ; . I B. Concentrated loads shall only be applied to the Upper S11rfac8 . . .,...: . -:.*-' , - _. . �: 11 , . . � - ! I , , & - . L I � I R1, . � �. 1� � L soended from the bottom flange . ..: .* .. : " . . ;��, i 1.17— . I I �,'�,;Ia�g., � of the top flange,not su ... -. - - . . . ... I - . � . . I . . . , i . Contact G-P for exceptions. .. ...­. . . . .,� - ...-, . -!. ;' ,I ,..-I'.- .. .. . ... '71t. � I % I �,m w I "I 11­ "*,� . . , �� ,.-.. -t---. -F 'P . ,PF.&l;0Wq . .: !..,.. ,'. I I ,� . I ,I 1 M. %W,7�1�1 1 gt,��:, . � 1, .qt� . �'* , - , to.rl ,F-lp -� V . IfIcally .. .. "'i 91- L- , � "�' Z, I :,� � ening,resistance to uplift or member not Spec .. . .- . I . . r. . . ....tm.- I I.S ., �' , I W ---( 1� . PA , - po � g,-�, i �111 I C. Any fast ; .., ... :.: , ._:� I . , - .. .- -_ I ,--' N, lr?��,_Nn� " . I -� .6 �,,, ... . . 11 I W, .Q.�" -A M' s I I .`,, '. . . . . ..1.,if .� I --- I -I OIS 1115-1.­1.­.....­ I., ��' 11 detailed Is subject to IfIcal approval. . � . *. ... . . . *. I . . -- - - .1 I "d1M."t1&Peh"b,u,adia1co eranoiatt1i ... _&��WIT %. _\lU . . . � ... . ­ 1. . . .:. . I 0 . m . ­ - . . ' . � . . : I .0 a th.Use Set nalls ;-"I . . (W- ` ,Ri . . .I . . . . I I .. . : . . , V ­ 1_1 g to top flange,follow sheathing - . . . . ., . I A��11 �_­­, . at 61 D.C. 11 Notor Wood I Beam, "a > D. When nailing sheathip - . . . . ..% ..'.- .... w.. . . . 11� P��'V�' . . I . .: . I' I - . I or x-bridging to u . " i... , " I,`". 24. 1 1 manufacturer's nailing recommendations,but mi-iltaln . I `: :�- . I . . .. .. � I I U at hea*jor la 'cutiever length may not ­1 , .. �*. .,'.,- .I..... .. . I . _­ � I �, SU-IPDrL " 0 ., _1 ,, spacing In the*.,flngeS shown below: .- - .� I . 23412"APAQ 114 the adjacent span(Q. MW I-. �� - . .. 11 It - I :,�. . �.: .: _.­ " ,,," . — , I I rated sheathing . na ., � 11 R�I I. '.*� . . :,-. . . � . I In addition: rated s I I�,*V\,� _�. . . . ! I arl'ibiltStrarip or Fibers I...'\ I Nall Spacing Require ionts .. . .. �. . . 11, 21-Vmex — . . .. I Ill.baud. "`�� %1% , A)It end otcarifiloversupports wall1roal loads. g. I ... . i ..�'-.. .."V.. I . *.:. . , , : : �� . I I 11-cli Irtat building code I-appropriate detail In areas of high lateral load. Check local building code for appropirl,ato detall to areas 01 high lateral told. I maut.cantilever length Is 214r. rim boad I 1 60 Sodas and W1 8G . .1 . - .. . . , ., . . . :-, , * .:.:, .. I'- . . .- . . ­ 40and . . .* ,, : , .- . . ; ,,. . . .. * . . ___,� : ... . , , . ... . . - - . :: '_ ."-, .*.. -... - . . : . .; - - - .- . . . , _ - -. , . . . I I I -174z"__ _- ' e-1-1 B)It-loads we pliceil an end at cantilever. I Nail Size M . 11 ...:.,-. *; . ."'..� .1 ..­ - .;"� .. .. .. .� . .1 .. .-.1,-Jl�.'. * - *- . . BLCQKING PANEL 1IOR fF!P SOUASHBLQ7KSATINTERIORBEARI9G I "a"' "it"Wri-l""3 mait cantilerve,length Is 41-1% Min. - , ..-. .. .,.-. � ­��.,. . . � . . . .: . . I I F6'*i 2611mi . Note:FibuStroV rim b card or 4 EV24 APAI tated shw=o If=op ho rilmatal)re Q uirod one side of I . ..- . . . .. .-*. _, . . I .... .. - -along loadbartnowall. . _� Vertical load transfer-4W pit max along load bearing VA shall be pr3tected � - . ..... . . . . . . .. . . I I . Verticall load transfer 00 pit may _� . -- .. . . .... *1..:1­. . . - .,-., ... . *.I.... �. 1. . I . . - . . , . , � : . .. . - ; . . . . ..I .1 . * .. . - . . - . 1i *1__1,_� I . fromthoweathtr. For other conditions conta ct Georg[a-Pacific. Joist Depth must Math the full depth of the loist.Nall to joist tlan2l with Od Ws at 6-c.c. AN : '� . . . : .* - . . .: ",. ... I I ed,1 d,12d _ . I: - .. . '. :­. .z�.:.. . . :-- -_ , . .. .. . . . .- _.., .. I . Load 4earinii will must stick over squash I . . . - � . . . . . .. . � . . ., . I 1i i Load bearing wag must stick o,,er . . I ... . 1. . - .. . . . . 6 .,.-- , .. , . % . looks and wag or beam below. ._ - . . . . .. - ­ . , .. . .... . .. .. . ... . Welding and wall of beam below.. . i NOTES: 't..- .. . . .: . ;" : . . ... . - ... ...... . .. .-. . '. . . . . .. . . - . .� .. �. 11 . . .. . . - '� �-- . . . . . � I,-,- I @�j CANTILEVER REINFORCED DOU9LE REINFORCEMENT NAILING PATTERN ..' . � . . . .. .. . '.' , � . ..- . . ? '. I I.. ,7 1 . on nails,size Off.19d,or 12d: . ..,! . ..,.. .. - . . � . .. ­ ..-.. , ., ..t , - .... .., I � ��­, 1.Box or comm .. ... *.1 . ­ . 4...1.,.*" ... -�. . * - . . ,:. : t. . . . .. . . , . . . . . . . .. . - . . . I � Cou-1-Reathing(Option 11) , .. : , . . I . � ­. . . . . I . . . �. . , - , - : ,:­... - , , .::-�%. - !*" � ... . . I I I , �sts meet ovemiall.pro- L 1/16, I Space no closer than 4�O.r. ; ;_ ..% .; - : 11 _!, vWid'a'r1'ZM=mum bearing for __-_'.. _ . I . ..% . .. * I ... . . . . ­ . . .. . al Attach Joist with am No farther than 24"D.C. .. . - 1.- , * , , . '. both Joists and Instill blocklitiol pan I I . 1. . . '. . . . . . . . �. .-. .-42:�.. ... . . i . . '. . .-. I , I losuppodtiothlOISM. : illoitioxorsinkerw X-tridoling or Wood I Beam-blacking raaels(see rows Must be offset by .�. :. .�_ I. . . - ."..'&-we bf:.. .. ;1; ... ... � . . F �.. detail F2)required at cantilevers and rantinul Nis with sd nails at v cz,offpt nailing on ,'1­, 2.If more than one row of nails is required, . . I . -.I . . .., � . - . - . � I . 1� an each side of hearing, 1. , ... �. . -�..... � ..­ .; . 11 for 41 an each side of cantilmned area. . .� .�. . -, . .. ... , 0 - . . - . I . . Blocking panels not required when . 0 opposite side of flange to mid sp=ra. I I at least YT and staggered. .�� .. � . '. . ;.� ­­.... . I .. '.- ... . . .. . . . . . . . . . . .W��11_11�_. _. .. . .. ­ .*%, - -�. . . ,� . . . . . . I sts aborm . . .­ I .:. . ..!. . ... . . - - � R I , . .--.--",. .-.- . -_ _­ .. a I _. 1,1, �, joists am conurutous ow wad and A 11 . I F�3 . Ito load hearing wall ext: _ .. * . .: . . ...�..�, ...- . - .. - :, -- I . . . I I - 'is. . . . : . i . . ,: ,-'. , . . .� . ,- - - .. - . . )11 , . sheathing to flanges of Wood I Beam 10% .. ... . I I , 11��Tkmz 3.Do not use.nails larper than 12d commons when attaching . ­--.* .. . ... .. . .. . .. . '. *�* .. .. I.... .. : '. - `... . . . . . . I I .'. . 7 _. . - ... _ - . I . - * '.'I*.. * I ­ - . , �­' . . . . . . , ,� � Ital 1 4.14 gauga staples may be substituted for ed nails it staples penetrate I - �., . . :* -. ... �, - ., . . u. . �', � I r0% ��1111 ,, , . . - ,I: . .- ; .. . . . . . - . I I—— the joist at lvstl� 113 ..... .- � .. ...� . .. I .I- . .'� ..., ...� Z . I .. .. . - . .. .. .:.- . . .. . ....... ... 1, . . .. . f I . 11 I - I .. .. . .. . :.. z�.C=A 4-k-- �.,61 . -... . - - . ,� I .. . :.- �, , . . . .. .. . . I . . I WO.,-1 �JrL Nk . . . . . - . .. . . _. - ..- ... . . _. .. ... . . � . . �1 Mel I 11 * , . R, I - .11 , . . * - . . . ...I. . 'I �.L'11­1 . - . I, . ­.. ,L * ­ '"* I 4:�; I - . . . . . . il .1 . 1�­111­ I ..", . . E End hearing length must be at least 1314�.intermediate ­ ..- . _. ... .,..:.. - . .. _­ . -....�._--J __ . I - It. .. . . . . - I I . .. . .. . , . ,X ....� 11 . . ,,�,,- . �l`l . � - . ,...­ . NC .. I , - - . I I . I . . I. . , . . � -;-. 25.­! , V Ito-.-5Y.4-t -.. - -.-- - -. - : ir P. I ..r. lbp .sll� 11 _,A��- ,,� ,- ­ _. I , . . . ,'% . . ­ .I � nalls . . . . , .. .. � . a . o. .!­ ..- I . . ...". floo-,l1ading Squzh block 1611 � . I . - . . "I . I .-Itsirequirl (Wrildrilmum) : . 21-V rtcj ,��,� bearings of multiple span joists Oall be at least 3112" 1 7. . . " ..- , . :f;h4J4T':&0bt P�QEF ' .:...- -, -.� . . .. - . . - V", load I I . ._ - .. . . - ,.��., , :, . � �.. �... � . . I - I 11 . � ­ _. .�� � . . . . .. ... k? ;, I * . - wag ema ame. --- F Engineered lumber . . .. .. : � , "I, ".:. - "' , ..." . ­ -- . '.. I . ... ... . I additional Not required II I,.-- .. . . : : . ... .. . . . : .. . I &d nails at IS'=lot P:r coasideraran. bearing Ive. I , I- 11�­ I I) I must not remain in direct contact with .. el�lgn olesslonait specs., . - . ... .* ...... ... ., r PZgwith instal�afion � I )� .. I 91 . . . - " . .. . ,, . . � 7- ..-.,.-.::-�'.:. .. . , . _ .. *. - . ..: '.I.- . �" .. .:. " .. . .. . . - - . , I but I . - 2313 'APA- .�11_ �, coperete or masonry construction and shall be used In"rY ..., ,.. ... !�, _ ,:.. .. .. ..,-... -� :I- .-. ,.'. ., . . .. . .:z :1 - . .. .., . . \ . , - . I Note D,soi pion 10.) . . taned�heathftlg ,--*Ir .. .: . . ." 1. *; ,.. �. . , .� : � .. . , . . . . . . . .. . � * , �:,�� . . .. '. :* - . , , . . . ­"' :'.: -, '.- ,. , .,.. - : . Buringwall.11-PL&I&IJAcrGlulamBeam - . or Fiberstrange I . . .-�, .. , ... "... ,, ,.. .:*,'�: ,� . ._:. ..- . .. . . . . .. .: I . . . .... . . .. . . L' ..:. 11:. � - � , . . '... .. ... . I .. - . . ...- . . . . .: . - . ***Ie< . . . - . ... . . . . . . .. 5" � 11 I . ,g �1.1 use conditions only. . . I ��1�11�11 -cr mu ;,.!L_ .7 --�...; .. . -, .. * .:�.. 0 1 *Nov-sucklog isralls require ade:00nall consilderpti LK rim board. 2, . .. . . . .. .'. - - . . . . . � I 1 ... . _. . -_1. z .. . -�. . . ... , ..... � , , ` , ­ 7 . I - Cheld Intel building code for aPprowlatill 1161211 to Dieu Of high 1219121 10311- .,." " ';, . : ....- : . '. - .. 1: .. - .. � . .- .. .. . . . . .. . . i . . rotation . .. :. '.'- . .. - ­ . 11 11 . G. Wood I Beam joists must be restrained against I... ... _. . .. . . ... . * . .. .. - I . . ,� '. . .. .1. .. '. . . . . .. . . . . I I � . - .. --. .. - ..... .. . . : - . . ...� ".. .. :.. . .. . . .. . .. ­ . - I . It . . . I . � . . . 1-1. ... I, . . �:. . . ., ..1. " .. .1 .. .. ­ "'I—_1. . . .. . . . . , ..'.. ... I I � � I . I � . I ... - . . . . . 11 .. . . ... . . � �I . � -FiberStrone rim board or4&24 APAsirated shaithInG If-grain hOftntg)Fcqu4rA both sides of lou Dept must match the . .­ . .. . .. .7 .. . .. .. ., . ' 'T . .. "I . I., ' ' . � I . . 1, r-rrc:,--- 'RUCTION 4i I w. at-the ends of joists by use of rim joists,blocking panels, .,% .... ., . I .. . - ."� I _ .. .. . . :. . � _� -. . , - I .. � . L -�---� -6 -- - - � .I. SI . Note. tilevered joists, :: . 13'b'sp -Pe�a ---- '.- : . : ", . . 11 k." ,11. . W, to no. or cross bridging.To laterally support^,an � .. � 1-...'. . . .. . ,.. . .?,- : . . ­ : . I � � . . . ....... - D'.��.. , :, , . . . ..... . . ..� -, . .. . - .. 1. . �4._* cllc� n ­. - :. : . . ­ . Lt. I -"... I.. . I" ,. tddePolwpsLtwtolet�tnuwvasdr2bate,mt)mnauingonowmbs sciamoo "sputfl . ...:7 ! I** . . A6��l e . .. '. . "R - . be Installed over supports - .. . . I . ,PF -1� . .. . . - .. 1. . . , blocking panels must also . . I . I . . , .. I . : ,i. .. . ll - . ,., , . � . -.. .. , . I I ­ ;­V�"5�­­ . ...: ... . . , , Backer block depth(detall Fl 3) - .. . ,�,w .. . - I - A . ...:. .I. . I � 4 . .: - - , CANTILEVER,REINFORCED nea ' ­ � . r/..- 1-1Z-A.% vq_­�-" ... . -... , t . :, . .'' .. . . " CANTILEVER DROPPED to match that of full-depth Nier rest the cantilever. .1 . ­ . . I .!;/ . . .. . I . - -4 ;IIQF- . .,. . . .­ * ­ ­ .-. . I RegufuFIIIerBIocldng* - FA-depth Filler Blocking' . 8 8 blocking(detall Fl 1).Install ....,'.'�.% .. . >__7 �.. . 1 �-65 1 , . .. .... . . ackertighttototlamliange. , .. , *,-.-- .I I-.. .�. 1� anels or squash blocks I - . ....,_,- gm 604 - Rier blackiltv 7.41 Double Joist(Option 111) . P..Additionally,FIM jOIStS, blocking p .. . !P&I_PWV__,_,1%T, 1�'- __1 ­- " .__.... ... . .... .. . . . . ­ - - . . Use in details F12,C4&R7 Use In details F1 3&F1 4 11 . X-bddVxg or'NoW I Beam-blocking panels(see X-bridging orwood I Down-blocking pants Mlift2mysoll0driailsat or walls and interior I . ..... . . .. . .. .. .. . . . . � .­ . -, - . . 1-.0io 1. . . ..- . .1-.. - I . �J Lizi I Q . . .. . . 0 . . (. � - 1 . ! W+%,plywood '_ �cantilevets and continuing �1161 . .. . " . . 7 .: . .. 40 9�r continuing for 41 on cach side .. * ...1. , ` X '-E*' *, , . � I/V gap I" F2)required (see detail c2)required at canulcyt:15 i:� , .r&clinch. must be pr Vided under all exted .. . . .. * I __ I ­. 11-M . . "t, .. . 77. . . _. 1 ,2 . - r-_161A -- 5 -.;!� . 't I for4laneachshle (carallmmelarea. bearing walls to transfer loads t,om above to the wall I I : . . . ., �.... . . . 2xG+)r plywrGua W+W plywood of cantilovered area. I . I and 11W I ,I I . I C;l .. , I bu 14' W+W plywond I 2KlO+Wptywood . or foundation below. . . :.-. ... :..-. :.*..­'.". ..� .. . . . "I -, ..W, ... , , . . -7 - - , - 'T, . . Uad bmilrig wall � ­,, ..... . . . . - . . -, +... .. . . 1. : .. . .. . .. .. . � .. I . sp.des 16, Zx8*W plywood 2i01+WPlywuUU . I -_ V .......-.,,,�. - I , ,".-"_ , . - � ..-,,.."',.'. -.'" --I- 11 I - I . . . . _ .1 ..., . _, . . - net allnvd. � . I. Plywood or OSB subilloor nailed to the top flange of o ... : ... ...... 0.. . . . . .. * * - , � ..- . . - 1, 1 , . . . . . . . ::* . . (2)W T . . .I... ..,,� '..; I �." . .... ..� . � . . � - .. . ..,.,. .. .-. . ... ,. .... . ..�. .. . .. . .I : .. . 11W - 1. .-�:""-- �:.'0. - - . .:. .,­ . ., . �.. ... . ­ . . A ;willo 01 W ,1,q,g_1, . . Wood I Beam joi -al support. . ,I. . +.. ....-- .. . ".:. . , . . . . . I .. .1 11 ! . k . st is adequate to provide late . . .:. .. .,.. . � 11 � (2124 (2)24 0 1 , 11 I . ...., . . .I�1- � -.1 "..,...­ ­ : . a . - , . :. ... . .1� . . . . . - . 14* - , . -1 : -,,,,., . . . -... 646 ­.._.- �J�L -H­ F;-I - , At;.9. r'-.14.1 -&-o-c'.'PIWk,� %&.4.-ro ' '.- - , C � 1 16, (2)W2 " I --- !­�,ic;.,-,��,,wr�,�, � J. The top flanges must be kept straight within 1h"of true I. . . , I I o . . .. -, T 44 , . . . (2)be - I . , . . . I.. ... - - ­ - ' . ' - '- --':- - " -I �_ . . .. . 1,11 -4w :.PUTIT'r..: 4La--r4k tL��" .. . . . . I � i e, .'. _: .. .. � ! . .,2IQz.;4 - D." .. . . . *nSB of equal size may be subs.111tuted for plywood fillers and ifflenears. I I : I alignment. ;; . I � . . . I) Support back of wet during nailing to prevent damage to . f��`, � � . . I''. . . . . .".. I I . 1; . - . . I I . . -flange connection. I'll,� I , '..> 1 11. X. In all details where plywood is referenced for backer block, . 11 .1 ' w0 . i I'll T� "O,�,- . . _� . . . 1) Leam IR rvD'­1ween top oftlier blocking and bottom of top flange. . I ­.­" I . C-0- dA "'C', .... � filter block or stiffener material,rated OSB sheathinq of the � , * "W , � J '" -, . 3' A. ,t�', gl el r1% P t-1 um *C-n ..1�I,-,.J1, ,:_;I �f . sheaditrig or I —1­2­ fibelstrone I r - P., . I- ...---"ra-1-I - I -I , - - � io.,-. I �It ,q) I'llocksoll hetween joists for full length of span. 21W APA*inted . . sami thickness may be substituted. -, I " - I Architeds Sed r?IV is, \ . . I) Place joists t)gether and n0I from each side with 2 rows of 10d nails I . OMAN A I' R 84H, ii R,A 6 Al 6% M H g1c, 0 9 \ I . at 12*o.c.,clinched,vhen possible.Stager rovis from opposite I rim board. 2'-W Ma . I_ In the absence of drawings or o1her Calculations,ref6, to jolst � I I I 1 4 Non Ploce . . . . k * I sidis by 67 -1 %_ markings for PRI"sppn ratingE to determine joist an-ceidtfir I. ' . . � vings P . T 0 - - —— � '_� I I j__�, - " ork,New York 11?54 ' 631 ) r-1 4_57 4U I - 0 1 Winh(designodtlyot"a's) 001 Jrnaximum spans.PRI span ratings assurro - I ��-"\\-,\ . _. . % -_ I to I vottalacktoomerfulltmthwiffitumepth nailed to buk,.,nck;& .J I I X I I I , I P,ote iir�;V y Como eteu I I, . . litterbialcking.Sce,ttall FllforrLersta.Use2rowsollOdnaagat V10 gl BlocWa panels required at I spacing an " i 11 . I P. from Cub sido�offset opposite side naMV by 61 fbr Range widths grew Um W.use 3 rmys of _& canblevers and continuing(or I I 11 o.c. 2 rows of 110d nails at V o.r 40 PSI:iive load(U480)and 10 71 Y deaO 1,),Ad. I : I. i I . . , I toll nalls;at ir=from sach sidc offset opposhe side nalling by 6-o.c.Cgrich nab when Possible. -. dnch-d Mw possible. 41 on each side of cantilever area. I I I I , -1 ,/ . / I i - . .: I _ I I J . . I . . - __ __ _______I �� / I I_ — _ i­ � ­ : , ,-,--7 Job Wmitter !.1 � I - I . I I . . . . . I I ", , <. I . - I I ;�� �_ , . I - . . I . I ,. � 0 1 \ , , , , I 1.1 , - I , I I I . I . . . 11 I ! '*-,I., *1. I I . I �t . � . � %"� N. d I :� I ii . -1 I I Sheet Numbef I I ['I '�I I . .: . �, I I r �� I 11 ----_ --I � . I 11 1) � L_ — , , I S_;� � 1�_­­­� . I '.-4=3 0 1 . . ­­­­ .--- -'_­____1 ­- _____ __I_� ____ Z=rl -".-A - I