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HomeMy WebLinkAbout28612-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-29705 Date: 09/11/03 THIS CERTIFIES that the building NEW DWELLING Location of Property: 24850 MAIN RD ORIENT (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 18 Block 6 Lot 5 Subdivision Filed Map No. Lot No_ conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 29, 2002 pursuant to which Building Permit No_ 28612-Z dated AUGUST 7, 2002 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is NEW SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to RONALD P. APOSTLE & ORS. (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-02-0123 09/08/03 ELECTRICAL CERTIFICATE NO. 03-0120 07/01/03 PLUMBERS CERTIFICATION DATED 06/21/03 REDWING PLUMB.&HEATING 2 e Authorized S ' ature Rev. 1/81 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. 28612 Z Date AUGUST 7, 2002 Permission is hereby granted to: M PHILLIPS (APOSTLE) ORIENT,NY 11957 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING (MODULAR) AS APPLIED FOR at premises located at 24850 MAIN RD ORIENT County Tax Map No. 473889 Section 018 Block 0006 Lot No. 005 pursuant to application dated JULY 29, 2002 and approved by the Building Inspector to expire on FEBRUARY 7, 2004 . Fee $ 911 . 10 Via, Authorized Signature ORIGINAL Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT 0 2003 TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept, of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property shoving all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy -New dwelling$25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swinmling pool $25.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy- Residential $15.00, Commercial $15.00 Date. September 9, 2003 New Constructiou: x Old or Pre-existing Building: (check one) Location of Property: 24850 Main Road Orient House No. Street Hamlet Owner or Owners of Property: Apoa Suffolk County Tax Map No 1000, Section 18 Block 6 Lot 5 Subdivision Filed Map. _Lot: Permit No. _ BP28612 _Date of Permit. 8/7/02 Applicant Apostle C/O Sandra Savage Health Dept. Approval: x Underwriters Approval: x Planning Board Approval: _ Request for: Temporary Certificate_ Final Certificate: x (check one) Fee Submitted: $ 25 4 / Ap'p'f t Signatur c0 "L �1 X05 ��gtlFFO(,�co . co+ x "1'o%eu I[all. 53095 Main Road Q Fax(631)765.9.502 P.O. Box 1179 y�o a°� Tcichhonc(631) 765.1802 Southold. New York 11971-0919 1 '� BUILDING; DEPARTMENT TOWN OF SOUTHOLD CERTI FIC .ATI0N Uatc:� Building Permit No. _- 1�t � O l[� Owncr: _!�XJ�.(ST_.3 nakJAS�.I (Please/print) Plumber (Plrlsc print) _� I certify that the solder used in the water supply system contains less than 2/10 of 1%, lead. (Plumbers Si c) — Sworn to bclilrc nlc this CORINNE E. NEU°✓MAN day of, -- ?(�� Notary Pobh�., Stow o1 Now York No. 4760',cioo Expires Qu81ii1 inut olk County d� 4-W, Notary Public, Ca �o//470unty r E Electrical Inspectors, Inc. certificate Number.. 03-0120 308 East Meadow Avenue Municipality: Southold,Town Of East Mel NY 1.1554 R Office:(516)794-0400(631)396-7474 Inspector: 115 Fax:(516)794-5854 Issue Date: 7/1/2003 , Website:www.electricalinspectors.com 's\ Email:info@elmtricalinspmtors.com //j,:, `• Mail To: Property Address: Wanerka Electric �- `a John Wanerka Apostle \ ` 1680 Washington Avenue 24850 Main Road/Sound Avenue Bohemia,NY 11716 Orient,NY 11957 - Licensel 627E ELECTRICAL APPROVAL CERTIFICATE AREAS LISTED BELOW ARE APPROVED BY INSPECTION ,t\ AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE �9 No visual defects were found for the electrical inspection provided.No obvious unsatisfactory conditions were found in the areas h herein below only. \ a New Modular Home;Serial Numbeds:9921&MD 361-96.010 �.. 100 Amp. Underground Service/C11/1 Meter 200Amp.Main Panel/40 Ckts/28 Used. 1-Fractional Oil Motors. ryF 4 T t S 6w � to Not valid unless signedan au �ud Ell Agent Richard M.Bivone Philip F.Gcehring President Chief Electrical Inspector m N .�•r�'4 � Yii ♦ *iyl.'. �i 'yi, '((9� . ,4.y� fG-`�A„lii �,� Date: July 22, 2003 To: Town of Southold, Building Department From: Thomas and Jill Stevenson Re: Certificate of Occupancy, 24850 Main Road Orient, New York 11957 We are planning to build a walkway from our driveway to our front door steps. This walkway will meet Southold Town Code and keep mud from the entrance to the house. Signed, h P—*0 -1h& a-6 SfevP�S oi[/ 7i// v'er�50/� Notary UMAS.TAWART fifty M{ "AveaofNoya:k Q1XL!°:3{at 4.^e i.?:wwq 20, -y l�atvr+ffi3Sw�Erkbe�°;:, 1 ��� TEN, S�l rElectrica l\ a308 East Meadow Avenue -� G� �) k,tK . 0400 w� / Issue ,,Web `4 ` JohnWanerka1� Apostle 1680 Wbishirigion Avenue 24850 Main Road/S enueBoherr*NY 11716 NY 1195 � d Limse#: 627E LyG AREAS LISTED BELOW ARE APPR r) INSPECTION 3' AND FOLND TO BE IN COMPLIANCE • • CODE � ; No visual delects were found for the electrical inspection provi No obvi Iconditions were found in the liir� cif �.r t , k_ � 444 200 Amp.Main P�el/40 Ckts128 Used, 2-Fractional Oil Moron. VW �X, �u ra N d unless signed by an V) ionized Ell Agent Richard M.Bivone Philip F.(Inclining MINI, 1�r i�w��1 re�fl� �"' —�r.� �^���•F�� '� �. .� Ll �U0/j �D i r G Lp `\ irY�_L�frJ � t .. Municipatily., Southold,To," IEast Measdow,NY 11554 /G z` 1154 � ) . c� Date; 001�v. � )l1 �� Mail To: Property Address: KJohn Wimerka Apostle r Bohemt*NY 11716 Orient,NY 1195 , , . • ® I ♦ I . ! �1��` < <�. AREAS LISTED BELOW ARE APPR INSPECTION • Wlr \ ,v 3No visual defects were found for the cleatical inspection provitif s satisfactowyconditions were found in the areas herein belm Italy. found it to be in units.'Ibis certificate is be ng issued only as a virrification that the a ove shams�installed as pet requitomems of the test these units as required by the manidwhiter's specilications.El" Ins tots,lncdoes not warranty and/or underwrite these local municipal agency of record and county law All th everse side If the,troft fails '�" i ; JV. �c'--ses and contact your local entergencyservi 'iiG 4 , • \ .g� Rough:3127103 Final:6125103 r 'J Not vjII9�qcss signed by An wAhori*d Ell Agent t s c Ak / G Philip Goehring „Ofi }� �reRi ��}v� r l�((r�^��t (J} 1�.r i� '?�{'"� 7j furl n\4° ^ �\S1. • PENN LYON HOMES CORPORATION Airport Rd., P.O. Box 27, Selinsgrove, Pa. 17870 eTel. (570)374-4004 *Fax(570)374-6053 Web:www.pennlyon.com 8/7/03 Town of Southold Bldg. Department j 53095 Main Roadl___ h° —1 Southold, NY 11971 Attn: John Boufus Phone 631-765-1802 RE: Penn Lyon serial number 9921,NY— 19 18896 label number Dear John, Penn Lyon Homes, Inc. supplied a unit to Homeworks, Inc. in October 2002. The serial number of this unit is 9921. The label number is NY— 19 18896. It is located at 24850 Main Road, Orient,NY 11957. The tax map location is 1000-18-6-5. The Penn Lyon quality assurance department affixes all labels to its modular units. We hope this clears up any concerns regarding the unit. If further information is necessary please contact our office at 1-800-788-4754. Sincerely, Benjamin C. Burns Sales Representative Manufacturers Custom Homes • Town Houses • Commercial Buildings 3 A;t ti STATE OF NEW YORK DEPARTMENT OF STATE 41 STATE STREET ALBANY, NY 1 223 1 -0001 GEORGE E. f ATAKI RANoY A. I)ANIELS GOVERNOR 5ECRETARY OF STATE May 8, 2002 Mr. Craig Simpson Penn Lyon Homes Corporation Airport Rd. - PO Box 27 Selinsgrove, PA 17870 Re: Approval No. U40361-96-01c) Manufacturer No. M 0361 Dear Mr. Simpson: Your request for an extension of the expiration date of Factory Manufactured Home Approval No. M 0361-96-010, applicable to one and two family dwellings, is hereby granted subject to the conditions of the initial approvals. The manufacturer shall be responsible for assuring that homes or components bearing insignias issued during the extension period also comply with the current requirements of the NYS Uniform Fire Prevention and Building Code. This extension will expire on a3, 2002. copy of this letter shall accompany plans or specifications submitted for a rt and be deemed a duplicate original, Very trMy yours, Geo E. Clark, Jr. Director, Codes Division -- WWW.00S�STATE.NY.U$ E-mAn, INF0@00S STATC.NY.VS ti TOTAL P.01 Penn Lyon Homes Corporation 101 Airport Road Selinsgrove PA 17870 '. AUG 1 12003 ,-' Penn Lyon Homes 1-800-788-4754 ' Fax 570-374-6053 r To: John Boufus/Southold Building Dept. From: Ben Burns/Penn Lyon Homes Fax: 631-765-9502 Pages: 4 Phone: 631-765-1802 Date: 8/11/03 Re: Apostle Serial Number 9921 Seals CC: George Paulsen/Homeworks ❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle eComments: Mr. Boufus, Attached is a letter Penn Lyon received from New York State with reference to the seals in the aforementioned home.The letter outlines the steps taken to replace those seals originally lost in the home at Main Road,Orient, NY 11057.Tax map location 1000-1855. Will this New York State letter satisfy your requirement(s)to acquire the certificate of occupancy for the Apostle's home? I will call you during your office hours of 3PM to discuss. Sincerely, Benjamin C.Bums Sales Representative I STATE OF NEW YORK DEPARTMENT OF STATE 41 STATE STREET ALBANY, NY 1 223 1-000 1 GEORGE E. PATAKI RANDY A. DANIELS GOVERNOR SECRETARY OF STATE July 28, 2003 Mr. Anthony Steimling Penn Lyon Homes Corporation Airport Rd. - PO Box 27 Selinsgrove, PA 17870 Re: M 0361 Dear Mr. Steimling: Issued herewith in response to your July 28, 2003 request are the following two replacement Factory Manufactured Home Insignias of Approval as authorized under Part 1281 of the State Uniform Fire Prevention and Building Code: Insignia serial numbers: 19-18896 and 19-19996 These insignias are solely for use by Penn Lyon Homes Corporation, to indicate a detached one and two family, with approval number M 0361-02-060, which have been manufactured in accordance with DOS plan approvals. In accordance with the requirements of Part 1281, the manufacturer is to report monthly with respect to the disposition of each insignia issued. Enclosed is a reporting form for your use. Sincerely, George E. Clark, Jr. Director Codes Division GEC:jmm Enclosures WWW.DOS.STATE.NY.US E-MAILINFO`DOS.STATE.NY US PENN LYON HOMES CORPORATION Airport Rd., P.O. Box 27,Selinsgrove,Pa. 17870 *Tel. (570) 374-4004 *Fax(570)374-6053 Web:www.pennlyon.com 8/7/03 Town of Southold Bldg. Department 53095 Main Road Southold,NY 11971 Attn: John Boufus Phone 631-765-1802 RE: Penn Lyon serial number 9921,NY— 19 18896 label number Dear John, Penn Lyon Homes,Inc. supplied a unit to Homeworks,Inc.in October 2002. The serial number of this unit is 9921.The label number is NY— 19 18896. It is located at 24850 Main Road, Orient,NY 11957. The tax map location is 1000-18-6-5. The Penn Lyon quality assurance department affixes all labels to its modular units. We hope this clears up any concerns regarding the unit. If further information is necessary please contact our office at 1-800-788-4754. Sincerely, Benjamin C. Burns Sales Representative Manufacturers Custom Homes • Town Houses • Commercial Buildings PENN LYON HOMES CORP. 101 AIRPORT ROAD SELINSGROVE,PA 17670 DATA PLATE "z.4'r".•,< omeNrotks o os 7 479684 - 479687 October2 2002 lale'.LsBR iNOmbLv 5 rx::z :::<.;;i! NY-19 18896 Dest nPammete . ...;..i.: s.a . a ..: ..... Zero urs '-0" 2 to 70 3 878.66 a 689{.87 am— VA eas AIFOAWODEL AWGVWDEL a e e Ne e eB °w eN' est- mn. _ ELECTR R 1 R OPERATIONAL Codes and 6fanderdsIlm- 1Nd1: NT. . 6peehlRtaDDCdoDfi: 1•HglaePeTpyp mllbllab Ee MllFYslepm eM OY haOef. 2 A�^°PaaeelamlpetmoTRaeon Rababe etAam, - 3.ETUlepaeaaaeaft Y bWakW &d byolma atWebbaset WlejmtMmcMlYbalPWWVAh R1aMabaiaalbriba ehrbae^�b>IMhNyarm We b/trbUMaFkYr. . 1DabDCdaD Mr waft mrA61 comet ODs: a61ab�OMepAeMY 01M/a riMae Pa'4�Cegeabc TPIA'PF6 CORPORATION 2402 DAMELS STREET,MAOISON.WI 63704 ACCEPTANCENUMMOI.614 . ORIGINAL-AT7ACNTOUMT COPY 1-PFS FaE OOPY2-MFORSPILE - ✓ � 6A� °" PENN LYON HOMES CORP. 101 AIRPORT ROAD SELINSGROVE,PA 17870 DATA PLATE MY, .:„ 1 A• 191VI, <z.. a 1479W 4 BT I 0104M snrc3` 1 Oast Pow offers 0ee;:: ., rda `.: ero ours 12 d -13 `us, >.< afelt WM78.68 -7 f::.: —11,::y q5: ` yK= GARIZ �: Yn .'[;.G:".y:>i "ib ' Yw.n^.Y.Yf.p'•.�. .Da MFCYMODEL A/P0/AIODEL . : . ,Sa. Ne nia Wa MR by otlem Na t lWalterraft-1100PSKYWITlin.1est- m n. I M@n Rating T;OPERATIONAL Codes and SMldarda Co Iled WEN NY rrcwrolUwtaelwFawN aeuaF�aeooe.csrue�rnnwe talmrcarii.COretWalltrcaoa•CWeNTeanION Surat Speela!/nsWCtlona: I.AM nrtstppbe rot Fane so Is cmvww melt by btilMt. 2 BLOW respga6la for canPlalan of Redm RtMcOon System. A BTU regYrenm(fir tmeaes baNg Nllkkd by Otte arrdk Is based agry an ero Weary OW pt"n wM R99 Beu NSOWaeon Inslel"Sstt t Va rrareSfaeeenM feduN ar on elk by to ddgarm"kr. lnsln16tlen Aw 10a[e rAhvin wmeagons: SWIder to aamec And Y OWN a stipples w aMcal le cod". TPW PFS CORPORATION 2402 OAMELS STREET,MADISON.WI 03701 ACCEPTANCE NUMBER 01414 ORIGINAL-ATTACH TO UNIT COPY 1-PFS FILE COPY2-MFGR'SFILE �We �ssue� New Ny Lc,6zll L.aw 19 Is��L ,MLIsL ApplicanU Date Owners Name. �--e ' C Architect Date C;ngi(leer:�. District: 1 ,000 Stenon: Block G Lot: Projea � � — Subdivisio Location: � � "( K. a n Loca Name: Single & separate Required cerll(ication: (Yes /N0 / ��j''�'� Roy. Ilcy. Zoning 1)islricIIA(size_ Amml – (I,ot coverage _--holmscd - Rcq / Rcq. —( [ t Req F r Wrom 'I aid t'rohosedI (Side 1'ai� - ----- .J-- I' opos�� ,�/� ` (Rear Yard _�✓ — I'ropo;��1 Project Description: AGENCAVERMITS Permi REOUI ;D FOR REVIEW N.A. NO _Y/ES Numb Suffolk County Health Dept. New York State D. E. C. Town Trustees Town Zoning Board approval: _ Town Planning Board approval: Flood Plaine Elevation??? Flood Zone: $ 0 "fix►' _�F•s' 3"� 'rrtT� "�1.. '4. ! r1 ! ^ '4 ! e"�w nN ` ''0 J , 'ia ! , ! S �/' ! T� sto w LIMITED Zip 4 ?�,, °>> r� PENN )� WARRANTY 0q) LYON HOMES CORPORATION 4+u� P.O.Box 27, 101 Airport Road uucr i fff �)�� yr�l NumAer 00499''1 Selinsgrove, Pennsylvania 17870 l"��• (717)374-0004 !> i FIUMEWORKS, INC BUILDER-DFALE.R ;.N 4996 4996 EXP. DRIVE SO. ��r• ADDRF_titi RONKONKOMA NY 11779 (\� CITY SPATE: 7.IPCODF (6 : d� Apost Le rl JOB SITE NAME.&ADDRF.43 •(((t t Or I en t NY CITY STATE: ZIPCODF 0. This l7ris warranty shall he in effect after Builder/Dealer has pail in full the purchase price and any usux:iatcJ f,✓,r taxes invoiced by PLH Corporation for the dwelling house located at the above described addr4• s. Penn Lyon Homes Corporation(PLH)hereby warrants to Ute Builder/Dealer nlove that the dwelling house located on the property above is constructed in conformity with the plans and specifications of the corstruclion ,af contract and is free from defects caused by faulty materials or workmanship.Warramor agrees to correct or replace, (((r r during the one year period immediately following the date o(sale,any pan of sail hoose which,due m faulty nmtcri- j als or workmanship, is found to be defective under normal use,at no cost. Warrantor's liability shall be limited to t F,? repair or replacement of those defective products or materials;and in no event shall the Warrantor be responsible for �sp\ consequential or incidental damages to persons or property resulting from any breach by Warramor of this warranty. Provided,however,that this warranty shall apply only if such Builder/Dealer shall give written notice to Warrantor I( ` of catch particular defect complained of within one year after date of sale.Warrantor n-;cmes right of inspection. a J J this warranty doxy not apply to any work perto ed by thecompletionrs in[lie of said Louse,nate Docs it � apply to defects caused directly or indirectly by neglect or misuse of said house,by alteration or change of any part of said house•by foundation settlement or improper foundation contraction or by failure of Builder/Ihaler to install the foundation,or to complete said house after substantial completion by PLH.This warranty shall not he Iransferable without the express written consent of PLH. PLH shall have no responsibility for any defect in any material for which ' a�l there exists a warranty from the manufacturer thereof. E '� This express warranty is a limited warranty.Anything in the warranty notwithstanding,PLH makes number warranty express or implied,and any implied warranty,including any implied warranty of merchantability,or fimecs for a particular purpose, which exceeds the aforementioned express warranty is hereby disclaimed and secluded n' Gr hcrefrom. PLH expressly disclaims and excludes any liability for consequential or iocide tal damages for breach of F any express or implied warranty. IN TESTIMONY WHEREOF,the warrantor has signed andsealed this warranty this S.1 Jayof-2002 ' OCTOBER ig , {t N Signed: '�l '(( y, Penn Lyon Homes Corporation' Jr ..+►- -�,,... �. �. � mow. �" .S']J.. M-1802 BUILDING DEPT. /INSPECTION FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: G��GCGr� BOJ _ Za --7 KJ DATE Z---1NSPECTO ``G M-1802 BUILDING DEPT. INSPECTION [ ] F UNDATION IST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ J FIREPL CE & CHIMNEY REMARKS: DATE SPECT 765-1802 BUILDING DEPT. NSPECTIO [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLA & CHIMNEY REMARKS ��`C DATE d INSPECTO ;76 0 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROU PLBG. [ ] FOUNDATION 2ND [ ] SOLATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS: fie.— /14a DATE 3NSPECTO 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY ) REMARKS: Ala o s Gh, DATE D INSPECTO i r• 1 1 1 TOWN M'SUU171UL11 bU1LuiNur=uvu1 ArrL1 Aiwiv �,rirtitux BUrT.DING DEPARTMENT Do you have or need the following,before appbdr TOWN HALL Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans TEL: 765-1802 Sauey PERMITNO. 4Z / check septic 110=1 N.Y.S.D.E.C. Trustees Examined !7/g�o ,20 aa' Contact: Approved st ,b_�20 O;— Mail to: Disapproved a/c i �7�oT Phone: Building Inspector 1 ' L. JUL 2 9 2002 PLICATION FOR BUAMING PERMIT, si.Dr;. rr r Date. 20 rc fi✓r. ,Fjot INSIRUCTTQNS a.This application MUST be completely filled in by typewri or in ink and submitted to the Building Inspector with sets of plans,accurate plot plan to scale.Fee according to schedule. b.Piot plan showing location of lot and of buildings on pr s,relationship to adjoining premises or public streets rn areas, and waterways. c.The work covered by this application may not bebefore issuance of Building P=3iL d.Upon approval of this application,the Building Ipspector issue a Building Permit to the applicant. Such a permb shall be kept on the premises available for inspection throughout the rlc e.No building shall be occupied or used in whole or in part f any purpose what-so-ever until a Certificate of Occupar is issued by the Building Inspector, APPLICATION IS HEREBY MADE to the Building Depart hent for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,N York,and other applicable Laws,Ordinances or Regulations,for the construction ofbutldinga,additions,or alterationsfor removal or demolition as herein described,The applicant agrees to comply with all applicable laws, ordinances,buil ' code,housing code,and regulations,and to admit commenced authorized inspectors oa premises and in building for necessary'inspections, LI P(rt Ser eactor--me if a corporation) 1814D Middle Country,Rd„Ridge, NY 1191 (Mailiag addross of applicant) State whether applicant is owner,lessee, agent, architect, engine general contractor, electrician,plumber or builder Agent Name of owner of premises Ronald Apost e, Linda Apostle & Thomas & Jill Stevensoi (as on the tax!roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. H28366 Plumbers License No. 516-P Electricians License No. 4206-E Other Trade's License No. 1. Loon of land on which proposed work will be done, S S Main Avenue, 375.35' E/0 Platt Road, Orient House Number Street Hamlet County Tax MapN o. 1000 Section 18 Block 6 ,LO; ,, n 5 Subdivision Filed p No. ,y ,Lot (Name) �- State existing use and occupancy ofpremises and intended use and occupancy of proposed canshacdm a. Existing Use and occupancy Vacant land b. Intended use and occupancy Proposed single family dwelling Nature of work(check which applicable):New Building X Addition Alteration Repair Removal Demolition Other Work (Description) Estimated'Cost $161,000.00 Fee one (to be paid on filing Iftapplication) If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures,if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories. Dimensions of entire new construction: Front 42' Rear 42' Depth 27.5' Height 32' approx. Number of Stories two Size of lot: Front 223.75 Rear. 335.23' Depth 1157.251/1425.75' 0. Date of Purchase spring 2002 Name of Former Owner 1.Zone or use district in which premises are situated 2. Does proposed construction violate any zoning law, ordinance or regulation: No I Will lot be re-graded yes - around foundatIM excesslti77fill be removed fromigewoo�95 Of/45om premises: NO p 4.Names of Owner of premisesxonald Apostle Address' Phone No. 201-447-6116 Name ofArehitect A. Svirchev Address PO 27, SelinsgrovyhoneNo 717-374-4004 Name of Contractor Hotneworks Modular Homes Address Phone No. 4996 Express Dr— , .S. on on oma, 79 631-73727663 - 5. Is this property within 100 feet of a tidal wetland? *YES NO X PERMITS MAY • IF YES, SOUTHOLD TOWN TRUSTEES PERBE REQUIRED 6. Provide survey, to scale,with accurate foundation plan and distances to property lines. 7. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 'TATE OF NEW YORK) ;OUNTY OF44g. Sandra Savage . being duly sworn deposes and says that(s)he is the applicant (Name of individual signing contract) above named, s)Heisthe agent for owner (Contractor,Agent,Corporate Officer,etc.) f said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; bat all statements contained in this application are true to the best of his knowledge and belief; and that the work will be erforrued in the manner set forth in the application filed therewith. ''wor�to before me this day of 2�� ln otary Public Si of Applicant Sandra Savage, Agent NOTARY pUg�C e of New York TQNo.OtB6602o932 m Expdes March 8 20a{ 5 S. C. T.M.# DIST: 1000 SEC: 18 BLK:6 LOT:5 TOO CL 50.4J C� V.P/18Jm ic8 51.02 PP MAIN prss• T 375,35' uE Q FlEW p^yflp 251 Q 82'N ION PIN .P 0155 / O �d� % ie.Yw TCB 51.00 3 CL JIAI EL 44 '0V.� P.0154 22,3 y5 M N ."l ee g--- ?lE Fx EL 50.1 w, a �i e g r o � o x % 1714W DWELLING LAND N/F OF m GORDON H. PRICE C.T O O.e` 3p'E EL 50.e,1epi COflNE N B' �DCKADE 13,2.0p. � RNCE Pc 8/ekN PIVE EL 523 C0.91NER DWELLING LAND N/F OF EL w5 CHARLES EMER a 50,5 4 51.5 06'E � x 0 0 0 C W O Cn x x 0 VACANT AGRICULTURAL LAND N/F OF EDWARD W. & DAVID T. LATHAM • IRRI ¶ON �H EL 14J EL e5 S_47.1SITI"LI< COUNTY DE➢ALTH ItTP.WT OF IMASERVICES PE/:MPP .We AOS, roN1? UC1IOIV VOR A a 45.21E �'.17GLE FAPPRMILVAY RE:RiDiNOF INC ONLY DATE Ola "PROVED VACANT FOR MAXIMUM OF AGRICULTURAL BED'2001 S LAND N/F OF EXPIRL•S''4 1 "EARS FROM DATE OF APPROVAL JAMES P. LATHAM ELEV. 48.2 O PROEISED / SANDY LOAM 1.5' F114 !Ili)l IL^.,'p. JI CaJD 5 7,11 q; L GRAYISH .11 r',. CLAY- Or SAND 3.0' FINE TO Q MEDIUM E1 s \ SAND 8.0 1:6, IND EGRESS SHALLL BRROM ( � MAIN ROAD S.R.25) UI MEDIUM . WATER TO 14.0' "o COARSE EM"0) PSAND 10 q sD ♦ y° 17' � Eg440 85.0' EL(4M) koet s /`SO 200.9• 05-01-02 0 EL 15.2 \I/ N � P V P REVISED HOUSE LOCATION 06-07-02 AREA: 446,728.94 SQ.FT. OR 10.26 ACRES % UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY 15 A WOLA DON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW, COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE DILE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION MMINI oI(� IfENCE LISTED HEREON. AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. IN EL n.4 335.23 EL 4714 EW THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE EL ue NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OIHER IMPROVEMENTS EASEMENTS —IRON PIN r AND 0 O fw S48.47�3OJ W / R SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EWDENT ON THE PREMISES AT THE TIME OF SURVEY O.e'x PUBLIC WATER AVAILABLE ❑ WELL WATER INDIVIDUAL SANITARY SYSTEM IX ELEVA DON DATUM: ___ASSUMED VACANT DIRT DRIVEWAY suRv£r OF DESCRIBED PROPERTY LAND N/F OF CERTIFIED TO: RONALD P. APOSTLE; LINDA P. RAM REALTY MAP OF. APOSTLE; THOMAS STEVENSON; JILL STEVENSON; VACANT LAND N/F OF FILED: ULSTER SAVINGS BANK; INTRACOASTAL ABSTRACT THOMAS A. MACKENZIE SITUATED AT: ORIENT CO.,INC.; TOWN OF: SOUTHOLD KENNETH M. YVOYCHUK L.S. SUFFOLK COUNTY, NEW YORK � ' �i/o< Land Surveying and Design P.O. Box 3, Mattituck, New York, 11952 FILE $22-54 SCALE: 1e=50' DATE-APRIL 9, 2002 Phone (831) 298-1588 Fax (631) 298-1588 N. Y S. LIC N0. 50227 meNtemme the eecvede of aobert J. Hepveee) S. C. T.M.# DISTA 000 SEC: 18 BLK:6 LOT:5 u�T,w a 60.a u.Ppme )' Q 44 S rN � rce 61.02 37$ (66.)5 910 gE = R 2s) R0A I 82uPIN Qx O w ` ucaY1w iC661A CL 6121 a 0.2 T IIP.Y,M 2,23 75 x x rvnIles w o9z�s � n $ o � o —o x x Ir.6w DWELLING LAND N/F OF M GORDON H. PRICE Gn O O �`8 NBB^p8, C6�NER 6' srocruDE F132.00� 8le�w Fir a nj coNER DWELLING LAND N/F OF CHARLES EVER ¢mA x61.6 �e•E W x 0 O iV O W V 6 X H O VI O L67 x VACANT AGRICULTURAL LAND N/F OF EDWARD W. & DAVID T. LATHAM ICON* ¢u.0 3Saw ¢+e.e EL 4),6 ¢H2 �E VACANT AGRICULTURAL LAND N/F OF JAMES P. LATHAM ELEV. 48.2 OPRtiESE0 6L SANDY LOAM 1,5' GRAYISH CLAY— SAND 3.0, ® " O FINE TO MEDIUM SAND S � � 8.0' 01. INGRESS/EGRESS c \ SHALL BE FROM MIN ROPD 1(5 R 25) � I MEDIUM 14.0 o WATER TO COARSE e(w.07 SAND 4 A o¢ Q �yL '�c cYY 17 Q + ¢fxo oQ 85.0' +cAI "M 0, 7 200.9' 05-01-02 ^� SO, ry x ¢+63 1 I c. FOUNDATION LOCATION 09-26-02 A 1 1 �```- REVISED HOUSE LOCATION 06-07-02 AREA: 446,728.94 SQ.FT. ISR 1"0.26 ACRES x UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY /S PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION c LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. �` 335.23' c.an HE OFFSETS OR DIMENSIONS SHOVM HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE OVEMENTS EASEMENTS R°x PRI ¢n+ y �� 610A AND%NOT NR SUBSURFACEED TO NSTRUCTUREST THE PRECORDEDROPERTY LOR UNRECORDED ARE N0TO GUIDE THE � GUARANTEEDIN 5EC77ON OF UNLESS PHYSICALLYCES, ADD177ONAL ONUCTURES RTHE PREMISES AAND OTHER T THE TIME OF SURVEY i,"W S48 47 30 W O.B'N PUBLIC WATER AVAILABLE ❑ WELL WATER INDIVIDUAL SANITARY SYSTEM ELEVATION DATUM: ___p'SSUMED--__—__ VACANT DIRT DRIVEWAY SURVEY OF: DESCRIBED PROPERTY CERTIFIED T0: RONALD P. APOSTLE; LINDA P. LAND N/F OF MAP OF - APOSTLE; THOMAS STEVENSON, JILL STEVENSON; RAM REALTY VACANT FILED: - ULSTER SAVINGS BANK; INTRACOASTAL ABSTRACT THOMAS A.. MACKENZIE LAND N SITUATED AT: ORIENT _ _ CO.,INC.; TOWN OF: SOUTHOLD EENNETH M. WOYCHUK L.S. SUFFOLK COUNTY, NEW YORK 'f�, ! Lend Surveying and Design P.O. Box 3, Mettituck, New York, 11952 FILE A 22-54 SCALE 1 "=50' DATE-APRIL 9, 2002 N. v s„uc NO. 50227 Phone (631) 298-1588 Fox (631) 298-1588 S, LI meloWWn6 iLe eeooede of ]to6aet 2. eemenr I � S. C. T.M. # DIST: 1000 SEC: 18 BLK:6 LOT:5 Zia EL eD.,S rce 61.02 375. , od E MAIN R(66) RpAII LILm124 HELI Srou 25) QII°3�N` Ia�NPw PMIes O x Ie°'w ice etI OL e121 P p1u`D 004, 'c n5i a o.x s a 60.4 � 0 O s w � o � B % % I]Ww DWELLING LAND N/F OF a GORDON H. PRICE Cn 0 0 ;N N66-109,30" eIA PIPE`\ E EIa1TER a srockHDE PE E. .00, 6° os4w I EL eR] CORNER DWELLING LAND N/F OF peas CHARLES EMER a e0.. a 51.6 0 G'E x 0 1)1• 0 xtl 0 O Ui O Im x 0 B VACANT AGRICULTURAL LAND N/F OF EDWARD W. & DAVID T. LATHAM • IPIDN a Wr W]L4YWRIGI,i a H.e EL 47A ��Lo-cz-oa3 a 46.2 ME L( VACANT E.Al. L AGRICULTURAL " 7a' Ts'w LAND N/F OF _ JAMES P. LATHAM – - – ELEV. 48.2 WELL f SANDY LOAM 1.5' GRAYISH CLAY– SHALL B IEGRESS SAND 3.0 SHALL FROM MA (IN ROAD S,R.25) O � z FINE TO MEDIUM 1". iNNSHCRMER 8 SAND p p ❑ 8.D u A U C7A MEDIUM — _ WATER TO 14.0 COARSE SAND T – El 414 � 17' 85.0' wow4 . oEa ( [i�'`CA,H 200.9' Vii» (�1 o e, o aoe 05-01-02 No X iUW EL 40.3 D. 2 ullJ N S_ ti � uuLL�l% FINAL SURVEY 06-10-03 FOUNDATION LOCATION 09-26-02 REVISED HOUSE LOCATION 06-07-02 AREA: 446,728.94 SQ.FT. OR 10.26 ACRES X UNAUTHORIZED ALTERA77ON OR ADDITION TO THIS SURVEY IS A KOLA TION OF SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TORE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 77TLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUAON sN P4csry�,E LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE IMENSIONS SHOWN ofi4N ES ARE FOR A and 335.23 ane THE EY ARE NOT INTENDEDOTODMONUMENT THE PROPERTY LINES OR TO N FROM THE RGUIDETTHENEREC17ON OF ES TO THE FENCES,A00/➢ONAL STRUCTURESPURPOSE OR AND OTHER IMPROVEMENTS.�EASEMENTS _ a x.e IRI"I PIN ,S'4.8'47w30�w� AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY D 6'N PUBLIC WATER AVAILABLE ❑ WELL WATER INDIVIDUAL SANITARY SYSTEM ELEVATION DATUM: ASSUMED _ VACANT DIRT DRVEweY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO; RONALD P. APOSTLE; LINDA P. LAND N/FOF MAP OF REALTY RAM REA ' APOSTLE; THOMAS STEVENSON; JILL STEVENSON; LTY VACANT FILED: ULSTER SAVINGS BANK; INTRACOASTAL ABSTRACT LAND N/F OF slTunrED AT ORIENT THOMAS A. MACKENZIE CO.,INC.; TOWN OF: SOUTHOLD KENNETH M. WOYCHUK L.S. SUFFOLK COUNTY, NEW YORK Land Surveying and Design P.O. Bos 3, Mattituck, New York, 11952 FILE #22-54 SCALE: 1"=50' DATE APRIL 9, 2002 Phone (631) 298-1588 Fax (631) 298-1588 N. Y. S. LIC NO 50227 m.InlainivE she :.Cord. Cf Robert J. Rem..ey 0 d R.A. OR P.E. APPROVAL STAMP F.NN DESIGN CRITERIA NEW YORK STATE LIVE LDAs 30-60 PSF o _� gig DOR LIVE LOAD 40 PLI � - oLYONFLDOR (SLEEPIN6) LIVE LOAD: 30 PSF Q- G IND LOAD: 25 PSF Q NTfA1Ol4 - STRINGERS;FLAME SPREW LESS 7THAN 75 TREADS o �T $ a a HOMES CORPORATION _ THE ENCLOSED DRAWINGS AIR SPECIFICATIONS (REFERRED TO HEREINAFTER AS SUBSET) PLH WILL BE CONSIDERED AS A SUB-CONTRACTOR IN ALL BUILDING PROJECTS, DRAWING INDEX S AL ARE THE PROPERTY OF PENH LYON HOMES CORPORATION (REFERRED TO HEREINAFTER AS SUPPLYING A BUILDING COWPONENT TO A GENERAL CONTRACTOR OR BUILDER. PAGE DESCpI MON PLR). NO PART OF THIS SUBSET HAY BE Rf.PR00i10ED OR USED IN ANY FORM OR BY ANY ALL NOTES WITH REFERENCE TO '1N-FIELO', 'ON-SITE' OR 'BY BUILDER' ARE 1 coo SHEET HEARS WITHOUT WRITTEN AUIFBIWION FROM PLH. THIS SUBSET IS PROPRIETARY AND PERTAINING TO THE RESPONSIBILITIES OF THE GENERAL CONTRACTOR. 2 FLOOIRPLAN TYPICAL SHOULD BE KEPT CONFIDENTIAL. ANY UNAUTHORIZED USE OF THIS SUBSET IS PROHIBITED. THE DRAWINGS IN THIS SUBSET SHOULD NOT BE SCALED FOR OINENSIONAL 3 ELEVATIONS ICAL -- IFFERFNCE. ALL DIMENSION LINES AND NOTES SUPER ANY SUCH REFERENCE. 4 FOUNDATIONPICAL DESCRETE MODELS (PLANS HAVING THE SAME SPECIFIC ROOM ARRANGEMENT OR ARCHITEC- 5 CROSS SECTIOS HIRAL STYLE) SHALL BE PREPARED FROM THESE DRAWINGS WITHOITI MODIFICATION, DWELLING UNIT OVER A DWELLING UNIT IS NOT DETAILED ON THESE DRAWINGS 6 ROOF SYSTEMS ^ ADDITION OR DELETION IN ANY'MANNER. AND NOT PART OF THIS APPROVAL. _ 8 IBASEBOARD iHEATINs PLANS r £ 9 LOAD T CALCS INSULATIONIFASTENING m ° GENERAL NOTES :- 1. THE THIRD PARTY AGENCY WILL BE PFS CORPORATION. 13. ALL EXTERIOR LIGHTS ARE INSTALLED IN-FIELD (OPTION TO BE PROVIDED f0 FUELING DETAILS r 2. IF ANY DISCREPANCIES EXIST OMEN THE APPROVED DRANIN Z ANO THE BY PUO. 12 DOOR BEET L BER C$RT � �N {SS 12 DDDR s WINNOW SPEC. AD CO11T 1B f_t d Bl SPECIFICATIONS, THE APPROVED DRAWINGS SHALL GOVERN. 14. CORNER POSTS MAY BE INSTALLED IN THE FACTORY BY PLH OR IN-FIELD FIRE SEPERATION 3. ALL EGRESS OPENINGS SHALL HAVE A MINIMM OF 20'W X 24'H WITH A CLEAR BY THE BUILDER. (I S `j 13 STAIR RETAILS RT KATE �1f � C(IP�V _ o s OPENING OF 5.7 SF (5.0 SF GRADE FLOOR WINROHS) SILL HEIGHT SHALL BE A 15. PLUMBING ACCESS PANELS WILL BE PROVIDED PER APPLICABLE CODES. z 14 TYPICAL KITCHENS � �A �� �� I MAXIMUM OF 44' ABOVE FINISH FLOOR 142' FOR NY). GRADE FLOOR WINDOWS t6. FINISH CONSTRUCTION FOR ROOF INTERSECTIONS (PEAKS RUNNING 15 TYPICAL BATHS 0 �R gfsf �"}"' MUST HOT BE HONE THAN 44' ABOVE OR BELOW ADJACENT FINISH GRADE. PEWEDRICULAR) IS THE fESPONSIBILTY (F THE BUILDR. $ >,' `? u .STEM CAlSfl1SOT �® 4. ATTIC ACCESS SHAL BE A MINIMM OF 22'x30' ANO BE PLACED NEAR THE 17. ALL METAL SIDING MUST BE GROUREO PER ARTICLE 250 OF N.E:C-I8 BU =X fo Of Al°l ILL E (�� HATING SIDE OF THE NODULE. 18. ALL STRUCTURAL MEMBERS SHALL MEET OR EXCEED THE MERGERS SPECIF p - cv 1 _ 1 5. FLOOR PUN IS AVAILABLE IN REVERSE. BY THE STRUCTURAL EH61NE0RIN6 CALCULATIONS AND BE GRADE STAMPED, Z C 6. MINIMUM HABITABLE ROOM SIZE IS 80 SF. MINIMM DIMENSION IS 7' 0'. 19. BATH FAN/LIGHT TO PROVIDE AN AIR EXCHANGE OF 50 CFH (85 CFM (RI)). (11 w 'e KITCHEN IS A MINIMUM OF 50 SF OF CLEAR FLOOR SPACE. RANGE EXHAUST FAN TO PROVIDE AN AIR EXCHANGE OF NO CFH. PROVIDE A I-S {�( o 2 '7. FURNITURE IS SLPPLII O BY OIONFR. 20. ALL INTERIOR FINISH MATERIAL HAS A MARE SPREAD INDEX OF 200 OR LESS. PLUMBING THERMAL$ OCK �g' SUMP B. ALL PROJECTIONS SUCH AS BAY AND B(MH WINNOWS WALK OUT BAYS, ETC., INTERIOR FINISH MATERIAL IN HALLWAYS IS A MINIMUM OF CLASS 2. 26-75. res IiIEF VOM L& DEVICE$ A TO P R� ( Y ARE INSTALLED IN-FIELD (OPTION TO BE PROVIOED BY PUG. 21. FASTENING OTHER THAN THAT SROM ARE TO BE IN ACCORDANCE WITH THE CABG BEFORE COVERIN(#I.Y:STAT BUI I&G S. ENR SIDING IS FIELD INSTALLED. BUILDER IS (RESPONSIBLE TO PROVIDE AND STANDARD FASTENING SLPEDILE. (MRH FOR RATED ASSEMBLIES). 17 d INSTALL BUILDING PAPER WITH 4' MINIMUM LAP OVER SHEATHING FOR WEATHER- 22. FOAM SEAL GYPSUM BOR-2100 SYSTEM IS APPLIED IN ACCORDANCE WITH ��-f`�. � PROOFING NODULES. BOTTOM ROW OF SIDING IS TO B: INSTALLED IN-FIELD. If per tubing is used IIiTW1/ ater distributing MANUFACTURES INSTRUCTIONS. (HRT FOR FIRE RATED ASSEMBLIES). 10. ALL HANDRAIL AND GUARDRAIL IS PROVIDED AND INSTALLED BY THE BUILDER 23. FOR NEW YORK STATE ALL CONSTRUCTION TO CONFORM TO GENERALLY ACCEPTED u (OPTION TO BE PROVIDED ANO/OR INSTALLED BY PLN). GUARDRAILS ARE STANDARDS APPLICABLE TO N.Y.S. BUILDING COSTRUICTION CODE. SW I rn; piping shall benz REQUIRED ALONG ALL OPEN SIDES OF STAIRS, STAIRWELLS, BALCONIES. ETC. 24. ALL MATERIALS. ASSEMBLY COSTRUCTION AND EQUIPMENT SMALL CONFORM TO es K or L Only i •/ 0 E AT A MINIMUM OF 36' ABOVE THE FLOOR (34' MINIMUM ON STAIRS). VERTICAL THE NEW YORK BUILDING CODE AHR APPLICABLE REFERENCE STANDARDS. UN ITERS CERTIFICATE TO 4 P f� �1 ; ° OR HORIZONTAL RAILS SHALL PROHIBIT THE PASSAGE OF A 4' SPFERE. 25. A-1 DWELLINGS WITHIN FIRE LIMITS 'B' SHALL HAVE 3/4 HR. WIN. FIRE RATED [ "&I B SPECTION_ Or - :, _'PORI` E Q G HANDRAILS ARE REQUIRED ON BOTH SIDES OF STAIRS AT A MINIMUM OF 30' WALLS N/ NOCOBUSTIBLE EXT. FACING (NOT VINYL). HYS 716.3b B TABLE 1-716. R 'HENINGS FO FOU AT ON - T-"` RE's ° E' ABOVE THE NOSING AND A MAXIMA O 36' ABOVE THE NOSING. 26. BUILDING OF TYPE 5 CONSTRUCTION SHALL NOT EXCEED A HEIGHT OF TWO STORIES � " ` q EMERGENCY ESCAPE AS FOR R DCONC�E°` OAS T. TZ 1-i »: RAIN GUTTERS AND LEADERS ARE PROVIDED AND INSTALLED BY BUILDER. A80VE A BASEMENT, CELLAR OR FINISHED GRADE. WFERE A TWO STOW OR CAPE HAS ROI! H - RAMiNG " ING� 12. VINYL OR ALUMINUM VENTED SOFFIT PROVIDED BY PUL AND INSTALLED BY BASEMENT OM CELLAR SUCH BASEMENT OR CELLAR (INCLUDING BASEMENT GARAGE QUIRED BY FART. 714 OF INS( TI N.Y.S B i D . "UUIL?1Eh t'OPTION TO 8E INSTALLED BY PUO. WALLS) SHALL BE MASO�MRY CONSTRUCTION AS PER NYS 705.1 G 705.2h. Y. STATE BUILDING CUD P1NA C`RN Ivl i,:T BEC MPLETE FOR C.Q. CCUPANCY OR ALL C1 NSTRUCTION SHALL MEET - LABEL LOCATIONS FOR THE STATE OF NEN YORK NEN YORK ENERGY CONSERVATION CODE BUILDING MATERIALS USED HAVE BEEN TESTED IN ACCORDANCEtaP ,, THE R OUHREMENTS OF THE N.Y. PFS LABEL, STATE LABEL AND DATA PLATE 9 KITCHEN SINK. NEW YORK STATE UNIFORM FIRE PREVENTION WITH THE COMBUSTION TOXICITYTEST METHOD PRESCRIBED IN WN SE IS L AVi IFI . STATE CONSTRUCTION Nk ENERGY TPR EO PFS LABEL IN FOYER CLOSET, BEOROON A2 CLOSET, NATIONAL ELECTRIC CODE (qq3 SECTION 1120.2 AND A REPORT Of SUCH TEST HAS BEEN FILED w' H UTC RTIFIICATE CODE NOT RESPONSIBLE FOR FRAMING U Y HALL CLOSET, BATH 11 LINEN AD ON FLOOR JOISTS OF WITH THE DEPARTMENT OF STATE IN ACCORDANCE WITH SECTION OR CON51iWC110M fi�RORs 'A' MODULE. 1120.3 OF THE CODE. OF OCCUPANCY OF FOUNDAT L-BgQT DN 2'-11" q'-IOm 7'-2- 4'-3- 24110 241 FILL 10 1" 2ffi2 2&52 2852 j 3030 2430 1830 B18 DW B18 3- RADON LABE Ll BATH 4 1/4• VENT-1 0 0 0- #3 11'-1 3/4 SPACE 8'-10 3/4' ;mm m B24 azo jt2 kfQb) NOOK FAMILY ROOM i O 5 Lij 26681P L �2 KITCHEN 2 X :3 ELEC 00 WALL 00 z' F41 V5 ' 3'-0' 3731511830 ca') NOTES: I. 2x6 EXTERIOR WALLS, 0 24' O.C. 6'-: 20 INTERIOR WALLS, 0 24" D.C. 20 MARRIAGE WALLS, ® 16" D.C. 2. 7/12 TRUSS ROOF, 24" D.C. 00 3. 8'-0* CEILINGS CD Lo 4. SUMMIT DBL HUNG WINDOWS W/GRILLS 5. HOT WATER BASEBOARD HEAT nic 6. CENTER GIRDER JOISTS TO BE 2' LARGER OPEN TO THAN FLOOR JOISTS, SEE SHEET 11A OF C) ABOVF blU. SUBMISSION SETS. CII1 'll N ru* ROOM LIVING ROOM 7. 2x 10 FLOOR jO;S`,S 9 16 'O.C. B. HOUSE LOCATION: ORIENT, NY SUFFOLK COUNTY 9. WIND ZONE: 120 MPH-D(POSURE 8 PLH UP OF IvLcw'�' OF lv�- 'o- C) 12'-4* 11 15'-6" cA���%o • m ELEC top O DROP z z z 2 2 2 Tr2 306 DBL 5-UTE 2T2 0 0 q- 'TO THE BEST OF MY KNOWLEDcEBwEF AND PROFESSIONAL JUDGEMENT SIDELIGHTS 1. THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN APPROVED r. AM FROM A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY 10 ., FS3'-6- 7'-6- 10'-0' lo'-o" 7'-6" >-4 APPROVAL NO. MO 361-96-010, M-1278.EXPIRATON DATE 03/19/99, PL4 WHICH HAS NOT BEEN MODIFIED IN MY MANNER. ------------------------------------------------- FA C ORY BUILT PORTION 2. THE ENERGY PORTION OF THIS FMH PLAN HAS BEEN PREPARED USING PART I 5 OF THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE MAY 8 2002 (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE. 6'-8- 11'-11" lo'-o` RADON VENT 285!(2) 24 10 2431 0 Ell I ---------- -- 6'-5li - Fo JoJ:3 3'-0' 1 MccOv CD L Lo BATF{ BATH 4 #1 1A 12 BEDROOM #3 wic a IC7:i 8 5 r--6' 6681 26681P 1 6 60 E60 I CAP. LABELS FOR *C* & 3-0 C-4 IL?2X30 I ----- 26681P 5068BF 7'-2 4 F kS F2668.IP RAILING BY PLH NOTES: 1. 2x6 EXTERIOR WALLS, 0 24" D.C. t 6III 81P 00 24 INTERIOR WALLS, ® 24 D.C. rN 2A MARRIAGE WALLS, 0 le D.C. 2. 7/12 TRUSS ROOF, 24' b.0 BEDROOM #2 OPEN TO S-4 1/2' 3. 8'-0" CEILINGSBEDROOM BELOW 4. SUMMIT DBL HUNG WINDOWS W/GRILLS 5. HOT WATER BASEBOARD HEAT t2 6. CENTER GIRDER JOISTS TO BE 2- LARGER 3'-0' THAN FLOOR JOISTS, SEE SHEET 11A OF STD. SUBMISSION SETS. T 7. 2x10 F=R JOISTS 0 16" D.C. UNG BY co PLIA __RAI r z z z =�-� 'TO THE BEST OF MY KNOWUEDGEREUEF AND PROFESSIONAL JUDGEMENT I t �� I- THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN APPROVED ;5 2 2 2 2 2E2 2 2 2 2 zo FROM A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY NY DOS, 1 W APPROVAL NO. MO 361-96-010, M-1278,EXPIRATION DATE 03/19/99, SAFETY w >4 R3, GLAZE APPROVAL LIMITED TO WHICH HAS NOT BEEN MODIFIED IN ANY MANNER. -6. ------------------------------------------------- 7'-6" 10'-0* 7'-6 pAr�Tnpy po I I-I�T IDItTION 81 2. THE ENERGY PORTION OF THIS FMH PLAN HAS BEENPREPARED USING PART 5 OF THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE MAY 8 20 (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE. g owl"m mm yoff coweAlm rm Off b C-4 CL i cj Ji NjN 7! Opj W"I FRONT ELEVATION RIGHT ELEVATION CWTIMS PAM Vbff CDNFN=MW YOff Nf I io APP AL LIMITED TO FACTORY BUILT PORTIO I I tom-- MAY 8 2002 CRIDE z z z 'TO THE BEST OF MY KNOWLEDGEBELIEF AND PROFESSIONAL JUDGEMENT z 0 LEFT ELEVATION BACK ELEVATION 1. THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN APPROVED FROM A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY NY DOS, NOTES: APPROVAL NO. MO 361-96-010, M-1278EXPIRATION DATE 03/19/99, WHICH HAS NOT BEEN MODIFIED IN ANY MANNER. 8,22 1. ELEVATIONS ARE SUGGESTIVE ONLY. -------------------------------------------------- 2. ALL EXTERIOR RAILINGS, DECKS, AND ACCESS TO GRADE BY BUILDER 2. THE ENERGY PORTION OF THIS FMH PLAN HAS BEEN PREPARED USING PART 5 OF THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE 3. SEE SALES AGREEMENT FOR ALL MATERIALS AND SPECIFICATIONS. (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE. 42'-0* f N: r ---------------------------------------------------------------------------------------- ---------------- ------------------------------------------•------------------------------- N I --- --------- 12'-0' INI t7 Ir__________________________ ________ _ \, 0 I I 8• X 16' PILASTERS REQ'D AT 12' 0' O.C. MAXIMUM 8" X 16• CONC. FFG. W/ 8• BLOCK WHEN BACKFILL EXCEEDS 10" X 20' CONC. FFG. W/ 10• BLOCK i + 5' 0• W/ 8• BLOCK 12' X 24" CONC. FTG. W/ 12" BLOCK j 6' 0" W/ 10" BLOCK i7' 0• W/ 12" BLOCK I I I I G !og ¢o i F 1 y. • ' I w '� Z u ';_ -+-----+-$- ------i--c�--i------+--9----�-------+--�---F------i--Gni—+------{---�--+------+ I $ a s � !w 4 I I I I 1 I I I I I I I I m C-) c.� c !v ,r 1 CONCRETE FOOTING 3 1/2' STEEL COLUMN Ilk 110• STEEL ANGHOR-BOLT�!T• j ' I 4' OR 6' O.C. MAXIMUM AND I I 2 X 6 OR 2 X 8 CONT. SILL PLATE 12" MAXIMUM FROM END OF 1 FASTENED TO FOUNDATION WALL ' EACH PIECE Of MUDSILL j I 1 DRAWN AS 10" BLOCK WITH 1/2• X 16• ANCHOR BOLTS VERIFY WITH LOCAL CODES IPPR A LIMITED TO j i t i ALTO it °ORTION 'IL----------------------------------- -- IC I I ------------------------------------------------------------------ ----- I o�x L_____________________ NOTES: 70 THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT ®6 l 1. THIS FOUNDATION IS SUGGESTIVE ONLY. 1. THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN APPROVED Zj Q ACTUAL PLAN IS SUBJECT TO LOCAL SOIL FROM A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY NY DOS, APPROVAL NO. MD 361-96-010, M-1278,EXPIRATION DATE 03/19/99, F+•1 CONDITIONS AND CODES. WHICH HAS NOT BEEN MODIFIED IN ANY MANNER. (� , 2. PLH IS NOT RESPONSIBLE FOR MATERIALS ------------------------------------------------- rte' al AND CONSTRUCTION IN THIS DRAWING. 2. THE ENERGY PORTION OF THIS FMH PLAN HAS BEEN PREPARED USING PART N 5 OF THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE o (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE. pmo °JC a 19'-0' NIDI 6'-0'N01- 62'-01 A.A. OR E. A AL STAMP 62'-0' MAX SEE CROSS SECTION PAGE 2' VENT 0 D RMIX ACCESS A IOrt IP()--, 2' MOM VENf _ I r Ti- , i - - - -- - -'j ,,Oqtm . ff f OPTIONAL I ' ' ``` F " '••, ' I � I 1 , E I � FAN LY ADON I ' DATA FUTETIM I I I I I 3' CRA C TH i3 DINING ROOM I I FROM X , I DOOR MIST BE 80 SOFT. KIN. I '= ISI SELF CLOSING �^ ` $ 3 7' 0' MIN. HORZ. DIN. L- int I I OPN�ING E °' �J J 1 I 11 I iA i� 9 I 'm I I PROTECTIVE 967u�°'`i 1 "KIT PLUNfi I " KITH GARAGE STATE APPROVAL STW"01, °40FESSx0 ♦c CD x 50 SOFT. KIN. OPTIONAL I ' •'''�4�UIN.��`'♦ I 1 i I OPTI%kL LOCATION FORFOIYE�•.i A '�2 GARAGE I I f 1 q•m , I KASHER AM DRYER -- - 5 ; FEB 251J�97 14'-6'ION 11'-O'KIOE NDaU.E " — — OPTIONAL LOCATION FOR I � . 9> Aeroe NATER WATER FOR CRAWL I 1 _ 11'-5'MIN 13'10'KIDE HOULE 9 ® t I SPACE MODEL LIVING ROOM '"®' o= i N 150 SA.FT. Nlrl. I 3/4 fA RATED 0' MIN. HR. DIII. O fTONAL - i< FITS SEis CTION TYPICAL OPTIO& FIREPLACE , ' K/ GARAGE 1ST STORY $ t FACTORY OR SITE INSTALLED OP , Fi jDA LAYOUT ia o L --—S \!) C C ❑ \C) 0 p J 2 v CL E! O �� SEE CROSS SECTION PAGE V E c s (7- �� 6'-0'MIN- 52'-0'NAX 1NIN 9'-0' KIN B'-O' - 62*-0'NAX i 0 o E c 624' MAX SEE CROSS SECTION PAGE 0 a 2 o LIJ C c A o M ^i o 11qq11 . � _ _ _- - -- - - + r -- '- - - - - -- - Q -x 1 1 1 I (ARIIAIE YENT I I Cn O 2 I I I I FTAM BELOt 5 PENT 3' OMIN 1 1 I , u- N ., I I O — N C II t OPT. 21. E is � OPTIONAL I ' BATH �2 I OPTIONAL c) r . I. I BEDROOM I f t 1 .BE!>AOOM Int Z p z j r .. t ' BATH Ef I I '�' TYPICAL S to z v; 9 o 1 I BEDROOM It .! I 2ND STORY o > .`�" `� V I I 11 BO SD.FT. MIN. Q! ® , 1 . , I I O z 0 7' 0 MIN. fM. DIM. Q t p°5 i tiN t t LAYOUT < v < ° } ; o ' :9: I LL1 J0 _ + > �T IL-_� ♦ ` -_ + , I =� • a. _ + MYoC 5 0 , it _ ♦ ♦__ , O < O I I j l ~� i '_ c^^ I 11 HALL auffia OR � 1 � �'I I I 0 , 1� w � > c _ 'ABHS Ntit f9ll. IN '"-_['- • :=T1 CL -o C = o,�I U) _ to II v �9i !A. 151 - - - 'BIN) 1 , i iW I E X1.9 cd y -i�1 9 9 11 .9. W7y0 'J O I M' II 1 I 3 OPTIONAL wnc I i I NOTE ¢ z = m. �-- - I , OPTIONAL 1 , BEDROOM #3 ® BEDROOM 12 0 iI OPTIONAL II �, SEE PAGE 2B FOR NOTES. I = BO SO.FT. MIN.,._ BO SO.FT. HIM. BEDROOM I BEDROOM I , f I 1 I i f o 7' 0' MIN. HORZ. aIK. 7' 0' MIN. HORZ. DIM. y I n `C) C C C SEE CROSS SECTION PAGE a NEW YORK NOTES: GENERAL NOTES: R.A. Ql P.E. AP AL STAMP 1. FIREPLACES SHALL BE INSTALLED IN ACCORDANCE WITH THEIR LISTING, 1. AS ROOM SIZES VARY, SIZE AND NUMBER OF WINDOWS VARY TO MEET MANUFACTURERS INSTRUCTIONS, AND NFPA 211-1988. COMBUSTION AIR NATLRAL LIGHT AND VENT REQUIREMENTS THESE REOUIREMENTS ARE �•�o•" �N�w�,"'oy q fl5v BAS FIFA SPACE HEATING. NFPA-54-1984. *COMBUSTION AIR FOR TAKEN AT U OF FLOOR AREA FOR A GIVEN HABITABLE SPACE FOR LIGHT ,�.�` P E H y 4r '•S• ` FIREPLACE COMES FROM EXTERIOR. AND 4% OF FLOOR AREA FOR A GIVEN HABITABLE SPACE FOR VENT. SEE Toro 2. EMEWNCY 115E OPENINGS, EGRESS SHALL BE PROVIDED IN ACCORDANCE PAGE 112 FOR EACH WINDOW'S ABILITY TO PROVIDE LIGHT AND VENT. ? e WITH SECTION 714.1. 2. EACH DWELLING SHALL HAVE AT THE PRIMARY LOCATION A MAIN ENTRANCE 3. LIGHT AND VENTILATION SHALL BE INDICATED ON FLOOR PLAN, FOR EACH DOOR. THIS ODOR SHALL BE BOTH SWING TYPE & 36' MIN. WIDE. ✓a $.� Z ROOM TO SHOW COMPLIANCE WITH THE 89 AND 4% OF FLOOR AREA. 3. EGRESS SILL HEIGHT IS HESS THAN OR EGUAL TO 42' ABOVE FIN. FLA. .°,6,3„°„°�P ��o�`� CL 4. GLAZING IN M SHOWER STALLS AND BATHTUB ENCLOSURES SHALL BE 4. FOR CRAWL SPACE CONDITION PRESENT STAIRWELL WILL BECOME THE STATE APPROVAL SCARAB SAFETY GLASS IN ACCORDANCE WITH SECTION 715. MECHANICAL AREA FOR NATER HEATER & WASHER. = D 5. SOYLIGHTS SHALL BE IN CONFORMANCE WITH SECTION 716.7C. 5. TYPICAL LAYOUT SHOWN. DECREASE. 80 SO FT. MIN. PER HABITABLE 9 6. SMOKE DETECTORS SHALL BE PROVIDED OUTSIDE EACH SLEEPING AREA, IN ROOM EXCEPT KITCHEN (50 SF), CLOSETS, STORAGE & LAUNDRY/UTILITY EACH SLEEPING SPACE AND ON EACH FLOOR LEVEL. DETECTORS MUST BE SPACES. NO HABITABLE ROOM, EXCEPT A KITCHEN, MAY BE LESS THAN INTER-COAECTEO IN CONFORMANCE WITH NEPA 72-1993, SECTION 2-2.2.1 7' 0' IN ANY DIMENSION. 7. THE MAIN ENTRANCE DOOR SHALL BE A 36' MINIMUM. 6. ONE HABITABLE SPACE SHALL BE 150 SO FT. MIN. CLEAR FLOOR AREA _ 8. GLAZING IN DOORS, FIXED SIDE PANELS, THS AND SHOWER ENCLOSURES WITH 10 FT. MIN. INTERIOR HORIZONTAL DIMENSION IN ANY DIRECTION. o . (INCLUDING ODORS, PANELS AND WINDOWS), INTERIOR PARTITIONS 18' LIVING, DINING (INCLUDING KITCHEN DINING IF NO OTHER DINING) & NJ -WLESS FROM FLOOR LEVEL SHALL. BE SAFTEY GLAZING. SLEEPING SPACE SHAM BE 80 SO. FT. MIN. WITH 7 FT. MIN. IN ANY _ 9. PLASTICS (INCLUDING GLAZING, SIOIN6 & SKYLIGHTS) AND FOAM DIRECTION. ROOM SPACE W/ LESS THAN 10 FT. IS NOT COUNTED TOM PLASTIC (INCLUDING INSULATION IF USED SHALL BE IN COMPLIANCE 150 SO. FT. HIM. & LESS THAN 7 FT. NOT TOWARD 80 SO. FT. MIN. ' o A I WITH NYS 119. 7. ANY FLOOR WITH OVER 1200 SH FT. OF LIVING SPACE AEOIIRES 2 = 'v 10. FLOOR AREA MAY NOT EXCEED 5000 SQ. FT. SMOKE DETECTORS (IN ADDITION TO THE SEEPING AREAS) . ' a 11. GAS FIREPLACE MUST HAVE A THERMALLY ACTIVATED VENT DAMPER, AUTO 8. BATH AND KITCHEN LAYOUTS ARE SHOWN AS TYPICAL. LAYOUTS WILL VARY E IGNITION AND TIGHT FITTING GLASS DOORS. IN AREA AND WITH APPLIANES AND FIXTUES INSTALLED. BATHS AND 12. SPACES MEETING MINIMUM HABITABLE SPACE REOIIREMENTS (BO SO. FT. KITCHENS WILL BE INSTALLED IN COMPLIANCE WITH ALL ANSI STANDARDS & 7' 6' HIGH) SHALL COMPLY WITH HABITABLE SPACE REQUIREMENTS. AND NYS CODES. w �. EG. LIGHT, VENT AND EGRESS. 9. 4' 0' OPENING OR GREATER JACK-STUD W/ ADDITIONAL BSMT. COLUMN Q o vM H A y f3F- � . HANDRAILS STALL BE INSTALLED BEFORE UNIT IS HABITABLE. HANDRAILS 1' 0' MAX. FROM OPENING. z (0 O FiELO INSTALLED, AND ALL WORK DONE ON SITE SHALL BE APPROVED BY 10. AN OPTIONAL 'TWO FAMILY, A-2' LAYOUT IS AVAILABLE. SEE PAGE 12A L Fo LOCAL BUILDING CODE ENFORCEMENT OFFICER. FOR FIRE SEPERATION DETAILS. 05 S' 14. HEATING PIPES & DUCTS LOCATED IN IUCEATED AREAS MUST BE Si. PLASTIC PIPE SMALL NOT PENETRATE FIRE RATED ASSEMBLIES. HOPE Z INSULATED AS PER NEN YORK ENERGY COHIVATIOvI CODE-1991. PLASTIC PIPE FROM FIRE RATED ASSEMBLIES OR USE IMETAL PIPE FROM LU W M �} A MINIMUM OF ABOVE FIRE PLATED ASSEMBLY & DOWN. N' 0 -� 12. INDIVIDUALLY VENT FIRST FLOOR WATER CLOSET. ¢ U < 13. ALL PLUBING VENTS THRU ROOF. nj D Q O i- <CL o. ? 41 Oi :} ,O V F o LIQ z3 m 0 22 V V3 CID a CU a r , 1 YF R.A. OR P.F PPROVAL STAMP IS'- 0' . aaPc W 3'- 7' )'- 10' 3- 1' g 7 $ snorfffy, !'-:5 7/0' /'-6 1/0' O O' �% t F NFµ. f♦♦ �+' O s•-o•latorn y' L S k � zsx we r zxe sPP a � � ••,. � - - •, ,,.CJI, 7 � � se ae u: o ueas STATE AP ♦ « n.F313 m BEDROOM t!2 in ♦♦I:��pPOFFSS%0'1 Ft+ (IAA _ CHEN n'5199� KIT3'-0' z'-7 1/1' � m 5'- I''ETILLILL 2'—e'— i sifAaFa i _ � 2_PIV- 8 6 3 0' BATH Z S 0 12 C m z BEDROOM 11'- 1 1/2' Y1 -, 0 f3 ❑ HALL E - ' ;_ �� DINING e a ' « 1 2 1/2' MALL µms. O r.: .� 1. ROOM U 6 Y 9' Y000 N. 2'-71//' LIN. W "." El 2x3 YALL ~ OL OASEYE117IOLM 0 Z q _v BATH LL — � i u gUAl -SPACESITE _ rlofL�: WgTER )FETtrFA ;1 ACCESS ON-SITE ' ., (31-2x12 SPF12 CLG kN0 T.fEe HAallcAty{ a (21-2X10 SPF12 FLR bAAFTE0 BOU-94' Ei6 u r 7 F 3'-0' su PPL(ED 3Y oTHE2S. T-3 UI' - 3'- 1' _S_LL Z �' i .. m B' - 1• WC_A-n DSI OF BoltX—R - 10'-0 3/1' .-. -ro BF DETERl�Iw160 .. �. Q.�. _. 73Y o-r+1EAt5 . fo'- 03/1` a U m .- : . 1 o LIVING m W j ROOM o BEDROOM 11 m cc SLOPED OCL. > -2i E MALL 3-0' Q O a _ 2 O D > o anCL --a 0O t w n H (� I — F � nE l0 O el r+ U W v (n — U wrt z- xxs sPv Px ',., �.O 0. F a ~ 0 3 .. I S wrt z- xxa sPr rz 1 l < zQ Z � 5-3' 6•_ 2' I 3._7. 5- 3• VIM: >✓Look PI aN2 MAY N � pE P�ult.-T 1N �1J6R56. 1 IST STORY 2ND STORY w lJ a i •'"'• J O Z' •R.A•. OR, P.9. AMOVAL STAMP 15,_ 0 > �_ 3-T f- to* 3'- T U' a C_ O C 2,- 0, 2,_0• 3: - r- m 3N s'- 7 ue A'-6 1/e � (D 0 0. ----- ------ ----- 2.-0 Q S b I9119fA p - w / a 3 -to iv _• $ 14'-2 1/2' d _ ST,1 ,N-t 3 3 0 E OF NE y 2�0 HOR T 21e SP/ 12 - � (D feet ...� ... _ d' se 9e 812 STATE APPfKIVAL STAFF U2'FILL 'AB65 BEDROOM 12 m m 10'-2 t/2' 1.. KITCHEN 5'-61 E« Y 226 MALL e e 0 9 � 'FILL •F� ;e I ps,r'q Il mrm I o •e 5'-3 1/2' 2•-6• I: I p ❑' _ d Il'-23/A' BATH c; o iv« I 3'-0• �, 5-�•_ _ - ro iaa o.?.�' e. DINING f2 I e I a -` o ` e_ $ BOON W $3 I f f La 2--4, E a /' 11' HALL BAS"Cot" 2'-7 1//' (3)-2x12 SPF12 CLG p7 , a (2)-2x10 SPFt2 FLR 9, 3, 0 �a u C % M ` m to OL CL)J LIVING o O Cr - ROOM o F_ _? R L BEDROOM #i a P: w O V iO CL 0 ` .N 19 O •. NOR r 2119 SPE .2Z U 2 O` 3 i war era srF r. Q Z z N p N f.IOTE'. FrLDOA FLhNS MAY 5'- 3' I 6•_21 I 3'-7' 7'-6' O Q 7'-6• uN~i KE pSJIL•{ Irl REVERSG• m HDIL w I. NO RASTIL.PIPE IST STORY INFIKI'LLE 2ND STORY II w a N a J O zi B.A. OR P.C. APPROVAL STAMP ♦ J- d Y Q °y € wy to'-0 C-- 4'- _1'- 10 3//' 8'- 2 112' /'- 10 3//' 1'- Il' 8'- 2' /'- 11' C. O C1_ 3'-)3//' 2'- 1 5/8' 3'- 0' C I C 3'- 1' w � !- 53 s'-O'Ia70Fa Q d — J S 0 + aaa 2130 wa r w w It TE OF IVES b B24 8'-5- B'- 5' J LABELS STATE APPROVAL STAMP OCT 2 2 1996 m BEDROOM � i KITCHEN BEDROOM m g� r 12 }3 t/2'FILL z I 1/2-FILL 17'- 2 1/2' 3'- 1' 3'- V o qFy OM48 Z;;n 2110 3315 ❑8 9 9 9it 9 1/2 -- ' �'- f1 f/2' mb --- sR� B- 1' 3-0' e I +co C.A.F. 1 N a 11'- 1' N tL x� O5 ❑5 s 4 � DINING z. ROOM5. ' BATH `==3 HALL -r. }BATH }2 is _ 1gs I o 1 z® 6 INAOFA LUINSTALLED r4 mi t.- LIVING s I dISI 0 Z p N BOOM –_ 5'-0' – 2'-7' 3'-0' -0 F- RCB: I61-1.5'x11.25' HL tiI la,+�1 s'- s' t1 U; /® NBCB 12I-1.5'x20' ML O ti `1 -, I 0 Z L: �p > \ BEDROOM rn 2 LU aoZv>_ > -� 13'- 10' o m rp Q O \'3\ IF c $ 1 c o >z Q o: o O ISIi[r us SPF 12 Q. t �± M N f n d :n lJ J G I" 'o NE 3'- 3 1/4' © © ❑' I 2-0' 3'-3 1/1' © © U) U W ' O C) a r o a 3 6'- 6' 7'- 11' 3'- )' 6'-6' I1'-6' C7 fl ~C)O Q Z d 1 IST STORY 2ND STORY o N_ No-re; FL.00iz PIANS MAY 156 6Jt�T W KEJEQSE. - � � a N RIDGE VENT x J A.A. OR P.E. APPROVAL STAMP 12 J G Z 5r < J C 9�°1 _ION" � G u C c, Q t D Rim ui io U1 � b} 3 Q c—c J s a g a C r UAL OF NEW J LL1 STATE APPROVAL STAMPOul 2 2 IMIgo I o r � � m Mn m FRONT ELEVATION o RIGHT SIDE ELEVATION _ g sm m RIDGE VENT�� u o m 5 OPTIONAL LOUVER VENT12 Y p j - � L 2 0 0 ci U = n 'V C N O J) C _ T F— O C) :L' riy Z® O .i IL7 i- u a- zSr? < <, j LL - � � C9 a _Y 0 !n N E Lu z C- U C Z ❑ �•, �) i° 0 A O W d �O • d E m _ ---- - - - cu LLI _j REAR ELEVATION LEFT SIDE ELEVATION a a o -6 RIDGE VENT STOPS AT TENENT SEPARATION WALL (NO LOT LINE) Q �� = o r Cc NOTES: 1. ALL EXTERIOR RAILING, STEPS, STAIRS,DECKS AND EGRESS TO GRADE TWO FAMILY, A-2 0305 0340 SEPARATION HALL G o ° ' o BY BUILDER. E `o F n 2 2. END SIDING IS FIELD INSTALLED. BUILDER IS RESPONSIBLE ca ro m d TO PROVIDE AND INSTALL BUILDING PAPER WITH 4' MINIMUM LAP lA) — " C) ' y D - U o t OVER SHEATHING FOR WEATHERPROOFING MODULES. BOTTOM ROW OF M a ~O 2 ~ o O SIDING IS TO BE INSTALLED IN-FIELD. CD Q Z -Rd 3. RAIN GUTTERS AND LEADERS ARE PROVIDED AND INSTALLED BY BUILDER. RIDGE VENT 2•-0' N N 4. VINYL OR ALUMINUM VENTED SOFFIT PROVIDED BY PLH AND INSTALLED BY BUILDER (OPTION TO BE INSTALLED BY PLH). 5. ALL EXTERIOR LIGHTS ARE INSTALLED IN-FIELD (OPTION TO BE ONE FAMILY, A-1 I ONE FAMILY, A-1 N PROVIDED BY PLH) . = g 6. CORNER POSTS MAY BE INSTALLED IN THE FACTORY BY PLH OR IN-FIELD BY THE BUILDER. 7. ALL METAL SIDING MUST BE GROUNDED PER ARTICLE 250 OF N.E.C. m 8. OPTIONAL PORCH SHOWN ON PAGE 60, OPTION '0'. ZERO LOT LINE a R.A. OR P. OVAL STAMP • FOUNDATION PLAN- FOR 2-BOX Two-s-roRY VARIES SEE P"�„m� hryl o 4 FLOOR PLAN ,. �P`E OF NF `04� IIII 9 O r ---------- .` ` r i P 4,,y Ii J, tti OVERALL UNIT LENGTH I I W o ------- - �, = i as o. � (SEE FLOOR PLAN) w I 1 I I ” i z = EE I I I I CD I O P —---------------—----——----------— ----------- J L-------J L----- 11 P d �� y m m O7 f — l Ii1OFFSS� �� m t� --------------------------------------------------------------------------- , ' FEB 2'5'Y�l � � � jiJ------- ;----------------; ;----------------; ;- ------il 8' X 16' PILASTERS REO'D 8' X 16' CONC. FTG. W/ 8' BLOCK I I I I AT 12'-0' O.C. MAXIMUM 10' X 20' CONC. FTG. N/ 10' BLOCK I j I *0 BACKFIELD EXCEEDS 12' X 24' COCN. FTG. W/ 12` BLOCK I I 7'-0' W/ 8' BLDG( I j 1 8'-0' W/ 10' BLOCK I I a ' I 8'-0' N/ 12' BLOCK NOTE: SEE FLOOR GIRDER m � I I SCHEDULE FOR SPACING OF 16'XI68X8' BLOCK PIER I COLUMN G PIERS. I I { I a gf c I I I STANDARD FOR ALL MODELS KITH CRAWL SPACE. CENTER BEAN WITHIN FLOOR I �� 1 I I I I j I SYSTEM (SEE CROSS SECTION) Z I ' L_ zo L I 1I J -J � W I I I I 04 , ( 24' X 24' X 12 3 2/2' DIA. STEEL CULiAWS ` I I CONCRETE FOOTING (GASEF67i p I 1/2' STEEL ANM BOLT AT I I 2X6 OR 2X8 CONT. SILL PLATE 4' G1 6' O.C. MAXIMUM ANO I I I I I FASTENED TO FOUt�ATION HALL 12' MAXIM FROM END I I I WITH 1/2' X 17' ANCHOR BOLTS EACH PIECE OF WILL I DRAWN AS 10' BLDG( WITH 15' EMBEDDED @ 6' 0' MAX VERIFY WITH LOCAL CODES I O iit __________ _______ ___ i L J L .�- J Le._-a._..-.. J L f IL _ _ _ _ _____ l u I I I I a VARIES SEE FLOOR PLAN w V a a 7 . R.A. OR`P . A AL SNAP GENERAL NOTES 1. ALL NOTES PERTAINING TO 'BY ON1ER'. 'IN FIELD' OR 14. MAXIMIM CENTERLINE PIER ANDAR COON � � I 'BY BUILDER' ARE THE RESPONSIBILITY OF THE BUILDER. SPACING IS SHOWN ON THE BRAVING. HE yo- 2. COMPLETE FOMDATION BY WIDER. DOWNG FOOTING PLM WILL NOT BE PESPO SIU FOR ANY ODER ARRANGEMENT. OP a HE rot ,•� � E 3 REINFORCEMENT. FOOTING DRAM WATI]TiO IK VAPOR 15. ALL EXTERIOR SITE WORK BY BUILDER. CD BARRIERS: BACK FILL. ANCHOR BOTS. PRESSBE TREATED 16. ALL POIOM STOOPS ARE TO BE DISULLED y` ee 4g ~ 0 SILLS. SA STEEL COLUMNS. FIFE SEPARATION. AND ALL AFTER HOOSE IS SET ON MOTION.(BY BUDDER! � -1�. W � ILU z FINISH WOK. 17. IF VENEER IS USED THE FOMDATION WALLS i i� z . a 3--� fir. �JJ })v 3. THE FOMDATION DESIGNS SHOWN ARE TYPICAL. CONSISTENT MUST BE ALTERED ACCORDINGLY. F a WITH DDUSTR9 ACCEPTED PRACTICES. THE BUILDER IS 18. SEE ROL-ON G O7UNE-0N ABET ONS fESONSIBLE FOR INSIM LING THE FOIJ UTION IN COMPLIANCE TO DETERFINE IF ANY MODIFICATIONS ARE `••• 99 Z WITH ALL SURE AND LOCAL CODE$ SD.ECT TO SITE AND fEAIIfED TO THE FTXMDATION. THIS IS A , •`1997 SOIL BEARING CBGI7IONS. BUILDER RESPONSIBILTY. 4. CRAWL SPACE: PROVIDE 8'X16' SCREENED VENTS (2-PER 19. IF A BASEMENT LAYOUT IS HEOIIFD. D IS ENDWALL) WITK N 4' 0' DE CBYBiS 6 ONE 18'x24'. TUE BUILDERS R SPONSIBIITY TO PROVIDE irs MINI LIN ACCESS DOB! ON REAR OR SIDE WALL TO THE SANE. . ACCOMMODATE SITE PLAN. V9(T AREA-1/150. 20. HIM. SOIL BEARING PRESSURE IS 30M PSF- p 5. GARAGE IN BASEMENT. ALL FIRE SBPANTION AND 21. A BASEMENT COLUMN IS NEOUIED BENEATH EACH �{ OBER TEWITRE]ETITS FOR CODE COMPLIANCE ARE THE END OF CLEAR SPAN ROOF BEAN OVER 5'4'. - RESPONSIBILITY OF THE BOILER. 22. BASFM ENT MUMS BY OWNER. (IN FMU. _ Ing g 6. ANCHOR BOTS SHOULD ALIN VIM BOTS ON OPPOSITE WAN. 23. IN DASEHENT, IRONS INTEND FOR HAW! I§a = 7. DRAINAGE FOR FORDAM N NST BE INSTALLED CONSISTENT OCCPANCY TO BE PROVIDED WM LIGHT (04 WITH LOCAL FEWDETff . J B. PORCH FOODATIOP SHOULD BE CONNECTED AND W STABS I4XJ DE BY BR AREA. 24. BASEI41Nf STABS OR-SITE BY OI1LDEH. a TO THE HOUSE FWNGATIOR. 25. INSTALL Be X 16' PUSIERS 12'-0' APART NEN 9. FOUOATION AND STOOP LOGATIBS VARY ACCORDING TO LNULAXEB FILL EXCEEDS 5'-0' IF REWIRED. FLOOR PLAN. fEFFPEIPCE INDIVIDUAL FLOOR FLAN. PIASTER TO BE LAC® WITH FOUNDATION MALL. 10. BASEMENT LEVEL LIGHBIG. RECEPTACLES AND SNORE 26. THE THICQRESS OF MASONRY WALLS IN FOUDATION zo DETECTORS ARE THE RESPONSIBILITY OF THE BUDDER. THAT EXTEND MORE THAN 5'-0' BELOW THE ADJACENT ii. FOlMTION ORAWDG IS NOT PART OF THE BUILDING FINISHED GRADE OF THE MID SHALL NOT BE LESS SYSTEM APPROVAL. EXCEPT TO DEFINE METHODS OF THIN 12' THICK. SUPPORT BETWEEN THE STRICTUE AND THE FOIDATION. 27. BASEMENTS SMO HAVE A WIN. 20 SOFT. DOOR TO U. MODULAR HEADERS ARE NOT DESI6NED TO CARRY EXTERIOR OR A MIN. OF (2) TWO 20' X 20' ACCESS MASONRY (VENEER) LOADS. PANELS. %E ON EACH LOG SIDE OF BUILDING. 13. PRECAST LINTELS WILL BE REWIRED OVER OPENINGS 28. WIRING CO?ECTIOS TO SMOKE DETECTORS INSTALLED BY IN BASEMENT MASONRY WALLS. (IN-FIELD) THE HANFACTUAER AND NECESSARY FOR COMPLIANCE WITH WPA 72 NO BE PROVIDED BY THE MAJUACIUER. DECK SHEATHING FLOOR JOIST DECK SHEATHING J !1( FLOOR JOIST STEEL PLATE SAFE WIDTH O i AS GIRDER (BY WILDER) PFESS)E TREATED 4-3/8' X 2' LAS,BOTS SILL PLATE SP€CIAL. NOT€& J - (BY BUDUDER0 (2) 1/2' X 6' ANCHOR BOTSJ WAX. SPACING DE 6IF1DEf1 SIPPOHTS FOR 'TWO FANNY. A-2' OPTION. BUILDER 3 1/2' MIN. STD. PIPE 71f, t5a X t6l QOCX PIER RESPONSIBLE TO CONTINUE FIRE SEPERATION Q STEEL COLUMN (BY BUILDER! 22' 0'/23' 8' NOBEL 23' 9'/27' BeB' MODEL FROW FIRST STORY FLOOR TO FINISH FLOOR 24' X 24' X 12' OF BASEMENT. o 24' X 24' X 12' CONCRETE FOOTING (TYPICAL) CONCRETE FOOTING (TYPICAL) NJ NOTE: ' SEE SHEET SU SEE SHEET SNA FOUDATION TO BE STAMPED BY A REGISTERED CRAWL SPACE OPTION ARCHITECT OR ENGINEER. PLANS CERTIFIED TO COMPLY WITH ALL APPLICABLE CODES AND m SPF 12 OR BETTTIR SPF W2 OR DETTE4 FEOXATIONS a R:A. OR P.E. A OVAL STAMP TYPICAL 2-BOX CROSS SECTION (SEE ROOF SYSTEMS PAGE FOR DETAILS) • 2-2X6 STUD 2471 SELF-SEALING ASPHALT OAS C SHINGLE GRADE RIDGE BEAN CONTINUOUS RIDGE VENT OR BETTER 151/301 TITE SEAL ROOF UMAYFQNT 9,60 Of NEW�,`��, G70R'ED 29�� AND 7/16' RATED O.S.B. ROOF SHEATHING OR BETTER ���>`E a �•. RIFTEI6 TOAIR FLON 12 HROXH3-12 OR ANY /,2X4 MOOD TRUSSES @ 16'/24' OC (SEE NOTE#3 6 118) ,� 5 v , '. TIE DOWN @ EVER( OTHER TRUSS Rw VENT Q PITCH IN BETWEEN AS KR�IIFAL911E0 AND ENGINEERED BY ° (USE SIHP5p4 TECO OR EWiW tXHE14f MANUFACTURER SEE ROOF TIE DUAN DETAIL PG 5B INSULATION IS PER STATE REGUIREMNTS 2xA SPF-S 12 SEE PAGES 9B-D (TYPIGU 2' MIN AIR SPACE PROVIDED 11/BAFFlES STALE APPROVAL STAMP '•� °PROEFssPoaP,,O� OPTIONAL 6 16' HIIWEO OVERHANG @ EVERY OTHER TRZ SPACE (TYP. ALL NODES). �w� }3�y�� (SEE FIELD DETAILS( SLB FASCIA E a DLL. 2X4 SPF- 13 OR BETTER TOP RATE VENTED SOFFIT v RI 1/2' GYPSUM BOARD 1/2' GYPSUM BOARD 1/2' GYPSUM BOARD FASCIA 6 VENTED SOFFIT (GLUED 6 NAILED) 2' COMPRESSION STRIP 1.92 IN 2/FT 2) (CLASS 'C') 2X4 SPF-S STIR GRADE 16' O.C. 3/8' STRUCTURAL SHEATHING OT DBL 2x4 SPF-S 13(11 GETTER TOP PLATE HAM#IRAIL SPPLIED AND BETTER EACH SIDE INSULATION IS PER STATE R EGUIF�ENTS zo_ •� INSTALLED BY BUD iii. SFE PAGES 9d D 4 NEW CENTER BEAU _ 2x4 SPF-S STIR GpABE @ 160/24g MECTIOJ INTO STAIR- SPF-S 12 W BETTER WELL 3 1/2' MIN. (TYPICAL OPTIONAL 2X6 STIR GRADE SPF-S x a SINGLE LAYER 23/32' RA1RD 058 SEATH 7/16' OSB SHEATHING (AMENCT RATED) INSULATION IS PER W/7/16' OSB EXT. IX#m 0.0 6 NAILED UPPER 6 LOWER I/2' x B' THA) BOLT STATE PEG I EMENTS pBL 2xB/2X10 SPF-S #2 OR BETTER C o o f a ROOK CONNECTION _ _ _ _ _ _ _ _ _ _ _ @ 32'6C SEE DETAIL PERIMETER BANOS _ e ` ) SEE DETAIL PG 5B _ _ _ _ _ _ _ _ _ 2x 2X10 SPF-S 12 OR OWEfTER is' OC 0 ---oa -- 2'- 0' MAXIMUM OVERHANG CL _ _ _ _ _ _ _ _ _ IL 2X4 SPF-S #3 OR BETTER o 2x12 SPF-S #2 OR BETTER PERIMETER c - C. 86AfD 7/2' GYPSUM BOARD DEL 2x4 SPF-S 13 OR BETTER TOP PLATE o ��u o �� INSLATION IS PER STATE W FEORIAENENTS. SEE PAGES 98-0 IYVEK INFILTRATION BARRIER OR EBUAL c >a 2 " b z 2X4 SPF-S STUD GRADE 16' O.C. H Z 3/8' STR1CTlINI SHEATHING, OR 2x4 SPF-S Sf1A GPAOE @ 16'124' Cn O OPTIONAL 2X6 STIR GRADE SPF S LL U i.; ! ;i v FETTER FAIN SIDE O � c'.; :< T' s 38' INH 7/16' OSB MINUS MENCT RATED) � i ._ = i s. � c -� 1/2' GYPSUM BOARD SINGLE LAYER 23/32' W/7/16' OSB EXT. CORNER GLUED 6 NAMED Z Q : . - E m CAU K (GLUED &NACILED) - RATED OSB SHEATH I �OM 2xa/2XIO S*-S 12 OR BETTER w U) � ; z a ' PEPnrcrrn n*mac W O c D1-FIELD FASTEN ILJITS iD SILL � � OC O Z 26 GA. GALV. TERMITE _ - - aB/2X1O SPF-S 02 OR BETTER 16' OC WITH 16d MAILS 8' O.C. a U J o SHIELD M 31/2' OVERHANG - - - - , E - - - 1/2' X B' THRU BOLT m = TOP OF SILL PLATE Q V 'i 2, ON INSIDE 6.3/4' OVER CflA� ^- �- @ 32'OC SEE DETAIL HANG ON OUTSIDE ) 4' STARTER STRIP FOR BY BUILDER 1/2' DUX 17' •� SEE PAGE 11AQ- i z r~i VINYL SIDING Q `J; :; ATA7IOR BATS i I I 4 MEMBER CENTER BEAM N s 2(8 PRESSURE TREATED SILL 0 �r > 3 WITH 15' EMBEDMENT SFS #2 OR BETTER �. a _ n o H c L+y W VOTE 114) I I J y Y/2`CONCRETE PA RBINB COVER V/BITLNINOUS � 2 ~ v m - z o r5 COATING. y v w ._ O o� 38' MINIMUM Ij�--3 i/2' NIM. DIAMETER Cpy STANIAPO PIPE FOUNDATION MALL BY BUILDER. FLANS Q 0o 0 3 MR COLON ENGINEERED FOR 6' TO 10' THICKNESS p Q z .3 m )— 4' PERFORATED DRAIN TILE ti +:FOOTING TO BE 6' NIM. 24' X 24' X 12' 4' GNY0. BED J r. INTO UNDISTURBED SOIL CONCRETE FOOTING 4 NIL. POLYETHYLENE VAPOR BARRRIER "t4 RAR CONT IN= (TYPICAL) L C7 a n R.A. OR P.E. APPROVAL STAMP 6 TYPICAL 2-BOX CROSS SECTION ( SEE ROOF SYSTEMS PACE FOR DETAILS ) 2-2X6 STUD 2471 SELF-SEALING ASPHALT CLASS C SHINGLE GRADE RIDGE BEAMCONTINUOUS RIDGE VENT OR BETTER, 151/301 TITE SEAL ROOF UNDERLAYMENT o DROPPED 2' BELOW AND 7/15" RATED O.S.B. ROOF SHEATHING OR BETTER ^ S x RAFTERS TO ALLOW 12 3 12 DR ANY 2X4 WOOD TRUSSES @ 16'124' OC (SEE NOTE13 3 118) - - AIR FLOW THROUGH AS MANUFACTURED TIE DOWN @ EVERY OTHER TRUSS RIDGE vEwt PITCH IN BETWEEN AND ENGINEERED BY CURRENT MANUFACTURER (o w o (USE SIMPSON TECO OR EQUAL) (SEE EXAMPLE ON PAGE 5C) o a o � SEE ROOF TIE DOWN DETAIL PC 5B INSULATION IS PER STATE REQUIREMENTS 2x8 SPF-S 12 SEE PAGES 96-0 m m m OPTIONAL 6 "- 16" HINGED OVERHANG (TYPICAL) 2' MIN AIR SPACE PROVIDED W/BAFFLES STATE APPROVAL STAMP m m (SEE FIELD DETAILS) @ EVERY OTHER TRUSS SPACE (TYP. ALL MODELS). SUB FASCIA w DBL. 2X4 SPF-S J3 OR BETTER TOP PLATE VARI 1J2" GYPSUM BOARD 1/2 GYPSUM BOAR 112" GYPSUM BOARD FASCIA k VENTED SOFFIT o VENTED SOFFIT (GLUED d NAILED) MARRIAGE WALLS MUST BE FIRE-STOPPED 2' COMPRESSION STRIP (.92 IN 2/FT 2) (CLASS "C") IN THE FIELD AT TIME OF INSTALLATION DBL 20 SPF-S J3 OR BETTER TOP PLATE 3 2X4 SPF-S STUD GRADE 16" O.C. MIN. 1/8' STRUCTURAL SHEATHING INSULATION IS PER STATE REQUIREMENTS ` HANDRAIL SUPPLIED AND OR BETTER EACH SIDE SEE PAGES 9B-0 U owo�°Oo INSTALLED BY BUILDER. 4 MEMBER CENTER BEAM 2x4 SPF-S STUD GRADE @ 16"/24" o�_ o PROJECTION INTO STAIR- SPF-S 12 OR BETTER OPTIONAL 2X6 STUD GRADE SPF-S z g WELL 3 1/2" MIN. (TYPICAL7/16' OSB SHEATHING (AGENCT RATED) o SINGLE LAYER 23/32' RATED OSB SHEATHING Wi7/16' OSB EXT. CORNER GLUED @NAILED J INSULATION IS PER 18" THRU BOLT AT PROVIDED UPPER h LOWERDBL 2x8J2X10 SPF-S �2 OR BETTER W STATE REQUIREMENTS a a FLOOR CONNECTION _ _ _ � ACCESS LOCATIONS SEE FLOORPLAN PERIMETER BANDS SEE DETAIL PC 58 - - - - 2x8 2X10 SPF-S 2 OR BETTER 16' OC _ - - - - a x - - 2'-0" MAXIMUM OVERHANG (SEE DETAIL PAGE 5C) - - - - G 2x12 SPF-S 12 OR BETTER PERIMETER 1(2" GYPSUM DBL. 2X4 SPF-S 13 OR BETTER BOARD 1/2' GYPSUM BOARD DBL 2x4 SPF-S J3 OR BETTER TOP PLATE INSULATION IS PER STATE TYVEK INFILTRATION BARRIER OR EQUAL a 2x4 EXT. WALLS DO NOT COMPLY W/ NYS ENERGY Z REQUIREMENTS. SEE PAGES 9B-D--1,," AT OPENINGS IN THE MATE WALLSo 2X4 SPF-S STUD GRADE 16' O.C. CONSERVATION CODE WHEN ELEC. HEAT IS INTALLED GREATER THAN 6'-0' BEAM MEMBERS 2x4 SPF-S STUD GRADE @ 16°J24' SHALL BE THRU BOLTED (MODULE-MODULE) MIN.BETTER STRUCTURAL SHEATHING OPTIONAL 2X6 STUD GRADE SPF-S o OR BETTER EACH SIDE 7/16' OSD SHEATHING (AGENCT RATED) W/ 1/2" BOLTS @ 24' O.C. 36" INIMU 1/2' GYPSUM BOARD SINGLE LAYER 23/32" W/7/16" OSB EXT. CORNER GLUED 3 NAILED (CLUED & NAILED) RATED OSB SHEATHING / OBL 2x8/2%10 SPF-S 12 OR BETTER CAULK (CLASS "C") - 1 PERIMETER BANDS BY PLH IN FIELD--\ FASTEN. UHiiS TO SILL 26 GA. GALV. TERMITE _ _ _ s_ - 3 2x8 2X10 SPF-S 2 OR BETTER 15 OC z WITH 16d NAILS 8" O.C. o - - - TDP OF SILL PLATE SHIELD W 31/2" OVERHANG 1/2" x 8" THRU BOLT ON INSIDE d 314" OVER- @ 48"OC SEE DETAIL GRADE BY BUILDER C' HANG ON OUTSIDE II 4" STARTER STRIP FOR SEE PACE 11A VINYL SIDING 112" DIA X 17 W a Z — ANCHOR BOLTS 4 MEMBER CENTER BEAM 3 m 2x8 PRESSURE TREATED SILL I -_ II o SPF-S 12 OR BETTER WITH 15" EMBEDMENT o N 1/2CONCRETE PARGING COVER W/BITUMINOUS (SEE NOTE 114) z o u r COATING. 0 o 3s" MtwtrAUM 3 1/2" MIN. DIAMETER FOUNDATION WALL BY BUILDER. PLANS 3 STANDARD PIPE STEEL ' o COLUMN (ASTM A36) ENGINEERED FOR 8' TO 12" THICKNESS o �m T T4' PERFORATED DRAIN TILE N 4" GRAVEL BED FOOTING TO BE 6" MIN. 24" X 24° X 12" 14 BAR CONTINUOUS INTO UNDISTURBED SOIL CONCRETE FOOTING 4 MIL. POLYETHYLENE VAPOR BARRIER (TYPICAL) t� a a GENERAL NOTES: 19. WHEN Ti-i1 IS APPLIED AS A EXTERIOR SIDING. 1/8' STRUCTURAL ROOF TIE DOWN DETAIL R.A. OR P.E._9EBQVAL STAMP SHEATHING MAY BE SUBSTITUTED FOR 7/16' OSB SHEATHING. o M%10''4,, 1. FOR ALL MODELS R-19 FLOOR INSULATION WILL BE SHIPPED LOOSE ER 20. GAS FIREPLACES MUST HAVE THERMAL VENT DAMPER, AUTO IGNITION, 4-f6d NAILS EACH Jcfs' N s� ;off FOR FIELD INSTALLATION BY BUILDER/DEALER. (OPT. INSTALLED) AND TIGHT FITTING GLASS DOORS. 4. p:11 2. ALL INSULATION SHALL HAVE A VAPOR BARRIER TOWARD THE 21. HEATING PIPES 6 DUCTS LOCATED IN UNHEATED AREAS MUST BE TRUSS rn HEATED SIDE. INSULATED AS PEA NEN YORK ENERGY CONSERVATION CODE-1991. 3-i6d NAILS EAC3. WHEN UNITS ARE TO BE ERECTED IN A GROUND SNOW LOAD OF 40 G EACPSF OR LESS, ROOF TRUSSES MAY BE SPACED 24' O.C. NEW YORK NOTES: 3 4. 7/16' OSB SHEATHING 24/16, 24' MAX. ROOF SPAN WITHOUT CLIPS. 1. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE REGULATIONS NEW5. IN BASEMENT, ADDITIONAL SMOKE DETECTORS TO BE INSTALLED PER a-f6d NAILS EACH STATE CODE. (8Y BUILDERI . AND GENERALLY ACCEPTED STANDARDS OF THE NY CODE. (TABLE 3-904) : EACH 2 2. STAIRS SHALL BE IN ACCORDANCE WITH SECTION 713.1.6. IN BASEMENT, ROOMS TO BE PROVIDED WITH LIGHT (BX) AND VENT- f i/23ROOF COVERINGS AND INTERIOR FINISHES SHALL BE LISTED AS CLASS :ALV STEEL STRAP Ea APPROVAL e IRECASTLATION (4X) PER CARO. 'C' OR BETTER ON PERTINENT PLANS. @ 3260C 9 7. WALLS. LINTEL REQUIRED OVER OPENINGS IN BASEMENT MASONRY 4• TYPE 5 CONSTRUCTION SHALL NOT EXCEED 2 STORIES IN HEIGHT ABOVE 1.1�) k'E D TO ��&W FERRY WALLS. (FIELD) . THE BASEMENT. THE ATTIC MUST BE LABELED AS UNFINISHED AND 8. OPTIONAL EXTERIOR SHEATHING SHALL COMPLY WITH CABO. EXCEPT S U I L I; NM.PfO'�i ONLY FOR NY, MASS, AND RI. SEE OC MANUAL PAGE 4. NON-HABITABLE. 9. EXTERIOR SHEATHING SHALL COMPLY WITH CABO. 5. GROUND SNOW LOAD: 40 PSF. 10. EXTERIOR SIDING SHALL BE ALUM. OR VINYL (8' OR 4/4) OR TS-i1, CEDAR. g 11. EXTERIOR SIDING SHALL BE INSTALLED AS PER MANUFACTURE'S SPECIFICATIONS. 4-16d NAILS 1 m 12. AN APPROVED CORROSION RESISTANT FLASHING SHALL BE PROVIDED EACH STRAP OMIT f4 1/2' R 24' Or 0 d BETWEEN 16' O.C. FLOORORRIJOISTS AROUND ALL EXTERIOR WINDOW G DOOR OPENINGS SO AS TO TO BE AT EACH SIDE !1F BOLT LOCATION LEAKPROOF. 60d NAILS = _ _ _ _ = L- _ _ _ = ; TOE NAILED 16' OC 13. STAIRWAY RISERS SHALL NOT EXCEED 8 1/4 2N0 STORY FLOOR 1/2' x e' MBOLT @ 32'� �® STRAP P APART. :ALV STEEL STRAP 10EILIN7_ 7————————— Y 3210C—EACH SIDE OF SBOLTL 14. FOU ANCHOR MORE DATION TS ALL CED TLOCATION 15. NETST NFFREE VENTILATINGLAREAHFOR ATTICASPACESTSHALL NOTNBE LESS @ 32'OC �' CA THAN 1/150 IF RIDGE VENTS ARE NOT PROVIDED. 16. NATURAL ATTIC VENTILATION DESIGN MEETS OR EXCEEDS ALL 4-16d NAILS APPLICABLE CODES AND MPS REQUIREMENTS. (1/150) . (SEE NOTE EACH STRAP _ 04015) (GABLE END VENTS REQUIRED) , (CAPE COD MODELS 10 VENTILATION TO BE PROVIDED BY MEANS OF TWO OPPOSITE WINDOWS UPPER a LOWER FLOOR 2ND STORY CENTER BEAM c'1 MEETING THE ABOVE REQUIREMENTS. ABOVE COLLAR TIES VENTILATION CONNECTION DETAIL BOL T DEr-TA I L o �; PROVIDED W/ BAFFLES @ EVERY OTHER RAFTER SPACE (TYP.)) . (FIELD) (F I ELD) S-7 { 3 17. 1/B' STRUCTURAL SHEATHING APPLIED ON MARRIAGE WALLS. P 18. WHEN ROOF VALLEYS ARE USED OR WHEN ROOFS ARE AT TWO DIFFERENT ELEVATIONS, CAUSING A SNOW DRIFT CONDITION. THE ROOF MEMBERS q } WILL BE SPACED AT 12' O.C. FOR A DISTANCE OF 10' 01. 1B' MIN DEPTH FOR CRAWL SPACE 24' MIN �_ 0 DEPTH FOR AREAS REQUIRING ACCESS TO 26 GA. GALV. TERMITE ( _ MECHANICAL EQUIPMENT FOR SERVICING. SHIELD W 31/2' OVERHANG d MPS. 4900.1. 601-16.26. ON INSIDE : 3/4' OVER- HANG ON OUTSIDE I 2X8 TREATED SILL PLATE INSULATION IS PER STATE m ' 3 s:' D � REQUIREMENTS SEE PAGE 9A M � 2xB PRESSURE TREATED SILL 4' GRAVEL BED �+ 1/2' CONCRETE PARGING COVER W/BITUMINOUS s OS 0 4 MIL. POLYETHYLENE COATING. m • - VAPOR BARRIER r' J' —_-. --- -- FOOTING TO BE 6' MIN. 24' X7X12' 4' PERFORATED DRAIN TILE CONCRETE FOOTING w m INTO UNDISTURBED SOIL CRAWL SPACE DETAIL 04 BAR CONTINUOUS Ln (TYPICAL) '6 NOTE: ALL ROOF PITCHES MUST COMPLY WITH APPLICABLE 27' BE WIDE NOTE ALL ROOF PITCHES MUST COMPLY WITH APPLICABLE 27' 8' NIDE BBUILDING CODES LISTED IN THE O.C. MANUAL CONSTRUCTION UILDING CODES LISTED IN THE O.C. MANUAL CONSTflUCTION DETAIL DETAIL CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT W Ai ROOF IS CONSIDERED AS STORAGE AREA ONLY. o 4 CEILING ACCESS PANEL OR PULLDOWN STAIRS ARE PROVIDED. w $ c~n 2471 SELF-SEALING ASPHALT CLASS C SHINGLE OR STUD GRADE cry SPF12 (TYPICAL) BETTER 15#/30# TITE SEAL ROOF UNDEALAYMENT RIDGE BEAM 2471 SELF-SEALING ASPHALT CLASS C SHINGLE U- 24' 0' WIDE AND 7/16' RATED O.S.B. ROOF SHEATHING OR BETTER OR BETTER 15#/30# TITE SEAL ROOF Od1EHILAYMFM o CONSTRUCTION AND 7/164 RATED O.S.B. ROOF SHEATHING OR BETTER WOOD TRUSSES @ 24' AS HAMIFACTlREO ANO 2X6 SPF#2 DETAIL COLLAR-TIE 4 - 150 9 W m ENGINEERED BY 'UNIVERSAL WOOD PRODUCTS' COLLAR-TIE TO RAFTER WN (SEE CALC. MAN. FOR EXACT TAM DRAWINGS) . 2' MIN AIR SPACE PROVIDED W/BAFFLES 12 fg 2' MIN AIR SPACE PROVIDED W/BAFFLES @ EVERY OTHER TRUSS SPACE _ - - Q 3,4,5,6.7.8.9, 10, 11.OR 12 @ EVERY OTHER TRUSS SPACE (TYP. ALL MODELS) . 1X4 LOCATOR (TYP. ALL MODELS(. 12 SO'- 8' MIN. 2X6 SPF#2 STUD GRADE SPF12 (TYP) 14'- 0' MAX. TYPICAL b pIDGE BEAR Q 3 4,5,6,7,9 12 2X8 SPF#2 MIN. (24 DO 2X4 SPF#2 • 2X10 SPF#2 MAX.(24'DO fTYPi _ e ICE SHETLD CONSISTING OF AT LEAST INSULATION IS PER 4' SECTION PLY= ICE SHEILD CONSISTING OF AT LEAST $ d s INSULATION IS PER TRUSS HAS 11/2' TWO LAYERS OF IINDERLAYMENT CEMENTED STATE REQUIREMENTS INSTALLED ON SITE TWO LAYERS OF U�WAYMENT CEMENTED STATE REQUIREMENTS MIN. BEARING TOGETHER OR OF A WATERPADOFING MEMBRANE li'- 0' MIN. 16d 35O.C. i TOGETHER OR OF A WATERPROOFING MEMBRANE o l 11'- 0' MIN. I SHALL EXTEND FROM THE EAVE'S EDGE TO A 13'- fO' MAX. SHALL EXTEND FROM TFE EAVE'S EDGE TOA P.E. A. PROVAL aas>♦= 13'- ME MAX. POINT 24' INSIDE THE EXTERIOR WALL LINE 1/4•=1' 0' POINT 24' INSIDE THE EXTERIOR WALL LINE LIMITED PO ` tvc—�j 1/4'=1' 0' (� 3, 44 5, 64 74 8, 94 10, 12/12 FLAT TRUSS - 22' 0' WIDE (MIN.) 3, 4, 54 6, 7. 84 94 10, it. 12/12 RAFTER ROOF - 22' 0' WIDE (MIN.) UIL f PON f l()N UIN 27' 8' WIDE (MAX.) 27' 8' WIDE (MAX.) NOTE ALL ROE PITCHES MUST COMPLY WITH APPLICABLE A.A. OR P.E. APPROVAL STAMP 40 21' B' WIDE ori CONSTRUCTION BUILDING CODES LISTED IN THE G.C. MANUAL DETAIL CONTINUOUS RIDGE VENT 07353 SPF#2 (TYP) of I 247# SELF-SEALING ASPHALT CLASS C SHINGLE _ _ ATF o° "`-°'io 24' 0' WIDE . _ CONSTRUCTION BETTER 15#/30# TITE SEAL ROOF UDERLAYMENT BERr AND 7/16' RATED O.S.B. ROOF SHEATHING OR BETTER S ' ' OCT 2 DETAIL STATE APPROVAL STAMP CCa✓`�S lY�Ft b(\•MON STUD GRADE WOOD TRUSSES @ 24' OC AS MANUFACTURED F ti I } RIDGE BEAM AND ENGINEERED BY 'UNIVERSAL WOOD PRODUCTS' 9[ 2' HIN AIA SPACE PflOYIDED W/BAFFLES (SEE CALC. MANUAL FOR EXACT TRUSS DRAWINGS) . Stump^.i Component_! GO �ORERt Q @ EVERY OTHER TRUSS SPACE (TYP. ALL MODELS). WEDGE SPF#2 (TYP) 12 � Q 3,4.5.6,OR 7 n:anulac- O turcc'.c'r. : .:::.refs fa-Ny. I r;,r c.,; SrLa:'v:i'.Y Hor deviasicns, 1 TRUSS HAS 1 1/2' errors omissor: a:.. s. r MIN. BEARING ,� ICE SHEILO CONSISTING OF AT LEAST N INSULATION IS PER TWO LAYERS OF UHOERLAYMENT CEMENTED —� S STATE REQUIREMENTSTOGETHER OR OF A NATERPflOOFING MEMBRANE BY 11'- 0' MIN. ��1 SHALL EXTEND FROM THE EAVE'S EDGE TO A r 13'- tO' MAX. POINT 24' INSIDE THE EXTERIOR WALL LINE 1/4'=1' 0' aj CD 3, 4, 5, 6. 7, B. 9, 10, /12 CATHEDRAL TRUSS - 22' 0' WIDE (MIN.) 27' 8' WIDE (MAX.) 1 1/2' x 26 GA. GALV. STRAP ACROSS ROOF BEAM RIDGE VENT WOOD TRUSSES @ 24' OC. AS MANUFACTURED TO BOTTOM COAD OF EVERY THIRD TRUSS. FASTEN STUD GRADE AND ENGINEERED BY 'UNIVERSAL WOOD PRODUCTS' g WITH (5) 1' x 16 GA. STAPLES OR 8d NAILS RIDGE BEAM (SEE CALC. MANUAL FOR EXACT TIES DRAWINGS). 2131 SELF-SEALING FIBERGLASS CLASS 'C' St . 9 3 2' MIN AIR SPACE PROVIDED W/BAFFLES SHINGLE, 301 TITE SEAL ROOF UNDERLAYMENT o AT EVERY OTHER TRUSS SPACE AND RATED ROOF SHEATHING. (TYPICAL ALL MODELS) SPF-S 12 ICE SHEILD CONSISTING OF AT LEAST o (TYPICAL) TWO LAYERS OF UNOERLAYNENT CEMENTED = TOGETHER DU OF A WATERPROOFING NEMBRANE a SHALL EXTEND FROM THE EAVE'S EOGE.TO A INSULATION IS PER 11 POINT 24' INSIDE THE EXTERIOR WALL LINE. Z STATE REQUIREMENTS o 1�-SUPPORT POSTS TO BE SUPPLIED Il'- 0' MIN. 11'- 0' MIN. II m 13'- 10' MAX. f3'- 10' MAX. 11 AND INSTALLED BY BUILDER „ OPTION 'A' 91 1119 1 z 0 N 2131 SELF-SEALING FIBERGLASS CLASS 'C' C"E STUD GRADE 2X6 SPF-S 12 4'- 00'x{ STUD GRADE W� TRUSSES @ 24' OC. AS MANUFACTURED SHINGLE, 301 TITE SFV. ROOF UWERLAYNENT RIDGE DEAN (TYPICAL) ) IwA ) RIDGE BEAM � ENGINEERED BY 'UNIVERSAL WOOD PRODUCTS' AND RATED ROOF SHEATHING. g ISFE CALC. MANIAC FOR EXACT TRUSS DRAWINGS) 1200C FOR 10'-0' OPTIONAL PORCH OVEIHANGS TO BE @ 16'/24' OC. SEE NOTE IfB AS PER TO MATCH MAIN ROOF ON CENTER PATTERNOD' > s OPTIONP.E. APPROVAL 2X4 STIR 2x6 SPF-S 12 m GRADE 2X6 SPF-S 12 SIMPSOI A23 CONTCTOR TYP a 24. OC O1 DUAL (TYPICA LIMITED TO :��� 2X6 SPF-S 12 2X4 STUB 2X6 SPF-S 12 11 � O G fl ril Ny. i rfo l_ INSULATION IS PER 2X6 SPF-S 12 INSULATION IS PER R.A. OR P.E. APPROVAL STAMP ( ® (TYPICAL( GRADE FASCIA 11 C� STATE REDUIAEMENTS II (TYPICAL) STATE REQUIREMENTS _ 11 6.1WAX Iona INSULATION IS PER ICE SNEILD CONSISTING OF AT LEAST SINPSON MTS12 CONNECTOR STATE REQUIREMENTS 1 TWO LAYERS OF UNOEFLAYMENT CEMENTED �3°Q C`�O OPTION 'B' OR EQUAL (TYPICAL) d 1 II „ TOGETHER OR OF A WATERPROOFING MEMBRANE 3 �} SUPPORT POSTS TO E SHALL EXTEND FROM THE EAVE'S EDGE TO A a OPTION 'C' SUPPLIED AND INSTALLED PoINT 24' INSIDE THE EXTERIOR WALL LINE. - BY BUILDER NOTE: ALL ROOF PITCHES NiuST COMPLY 35 WITH APPLICABLE BUILDING CODES LISTED sT rp ov cif^ R. IN THE O.C. MANUAL 2X6 STUD GRADE 12 OCT 2 2 1996STATE APPROVAL STAMP RIDGE BEAM 3,4,5,6,7,B,9,10,/12 2X6 SPF-S 12 -- !X4 LOCATOR (TYPICAL) 2X4 SPF 12 DEPARTMENT OF STATE TYPICAL CODES DIVISION � � 2X8 2X10 SPF-S 12 OR BETTER AQP sr, y f L INSILATION IS PER Stamp of Ap'r t 3+ ,1 co STATE REQUIREMENTS or mponent 036 6 -010 M 0s61 a. o _� 11'- 0' MINIMUM � • • _ _ �,�� � va) o I\ 14'- 0' MAXIMUM App,.�;catio, NOTICE-TINS "cry ma�+Aac- � t turedbuildingstna .gma :urr'sf-cTfy. OPTION 'F' This approval hzi r ., :_ t.. tonresponsibilityforclamawus, i errors or mission fron the rev do ents N ADDITIONAL OPTIONAL ROOF SYSTEMS / m ey co a x -J R.A. OR P.E. APPROVAL STAMP C bI E4 I c J c a— x G Lod NAILS 4� " o -. -0 0- &04 IN ra,_Isr, MOTs' 11-H0 .LI OM 2ND 'Fl-. MDOLlLE $-TOP !'L. (FIELD IIJSTAU,) tL �- _F- f s 353 T��O 1.,5rFL AAOouL6 1!0" 0.c- [!FIELD "', .c- e� [!FIELD IIJSTALLF-0 3 Z *e OF nav'�� p O STATE APPROVAL STAMP 99 sOTT e,uoav o w OCT 2 2 ST. FL. N � I ye X 26i 6tA '"UL Ml?AP 152"O.G. - W/ TOTAL (8) ILA NAIL-4 O a O2N0 FL. MOpL)I.E -ro IST FL. MOLoyL-E 3O �/AP�EL BNU TO WAWA GONNEGT. o APPLIES To 15'-dr' NUDE ON ITSo _ "_ I z® J - a Q C 3 Cn J - ij2 AI (App I '„ E �C� �/�"NUN"SdEA?HINy ' ! `i _ _ LL OE 001 2 Ql'4 X91 M- 0cc 0 } - v .rL, �yub�FL. QQ -. a _ m _� a w J > ` a D Q O _ rs v AR'U�O IN �lEiLO W/ Sd - IN. 1 a. 60fAMOtJ NAIL Q 2y2° O.G. FI.. RIM ZhT { SILL Pt, SAW %2"�3• 2• _ � _ � - - �- - o -s >o AN S p�LT -rYP. 2 Enka vIEW (NT's) a - E1- mE 1 v U0 o S O.L. C,7Cr. WAIL p 1` n t NLY) -� ) O - v ON S rri; YiY 61-viz. ,� z t pQ3 m n . o o 04 ` � 9 ANZ- HOK L;5L,-' I KILL 1prINEGTiorl y 9 (AP('Li65 '1D I� '-O" \"Joe UNITS ONLY � � a a NP cr J A.A. OR P.E. APPROVAL STAMP _ J G Z reeewa • e I U G04°Q OEy°ty o 'fl HASHER I r t I tJ_ C J E a G DRYER 11 •Mh Q C j c i � ELI U- _ 353 H 1 a � 1EOF NON 333 w . •I I I r-- :D'A' ------ W I 8 I ---- r- P. STXTEVPROVAL STAFFloci 2 2 1996 I I -- I I i -j'D CRAWL SPACE OPTIONS � HWH� Zh, AMP IST STORY - - - - - - AC/DC Z IL------� FL.SD I i I 'E' i j I 'F' I y 1 r T -------J L----� I 1z SYMBOL SCHEDULE C " ` Y'3 ^ .� ^ I I Owe DUPLEX RECEPTACLE C S a ¢) SNITCHED RECEPTACLE U WP GFI240V RECEPTICIE C1 � `o o �® n S_ S SINGLE POLE SNITCH p LU �' .G. I r_ __ $ S3 THREE NAY SNITCH Fa Z 0 -, n o �� 4- Sn p - I l=J _ © CAN LIGHT ` LLcA c; -; =s 2 p - r� „ , y FL FAN LIGHT n cUi Z � L---------- I EXTEAIOA LIGHT � Lu CEILING LIGHT GARBAGE DISPOSAL < c) I W J n ® RECESSED LIGHT p Q o m A DC --; H. t I I 'AMP MALE/FEMALE CONNECTOR L O `--' ® TV JACK Q Q `O n > c O 2ND STORY AMP - r-' P PHONE JACK a a- ^ H i TO IS AC DC " y r E ---� - r-- rir--- - gy, v � W �FL.SD HALL PHONE JACK ro E d (n O N JUNCTION BOX N M � -o 1= H l AC DC A /DC y 2 o ? O O s I so c SD AC/DC SMOKE DETECTOR Q Z — 3 ---------� ® DOOR CHIMES F- 1 DOOR CHIME TRANSFORMER r--------� I NP WEATHER PROOF . . GFI GROUND FAULT N J CIRCUIT INTERUPTER iil I� a GENERAL NOTES: ELECTRCIAL BOX ATTACFIEO TO STUB R.A. CR P.E. PROVAL STAMP 1. ALL W586 TO CONFORM TO TIE 1993 EDITION OF RE NEC. 34. THE INSTALLATION OF ALL ELECTRIC WNW IFATIA6 SHALL BE 2. R;CEPTACALS VILL BE ARRANGED SO THAT No PON ALONG DOE IN STRICT ACCORDANCE VIM THE TEW841TUE FY3FO(ANNE A JIALL SAIL BE NOPE THAN 6'-0'FFM A MAGE. IEMBIENTS OF BASEBOARD IEATIN3 FOR EACH STATE INVOLVED. "3. ANY WALL IF IN LEMM OR OSTER WILL NAVE A 35. MBI ELASTIC ROM SLPPI.Y LDES ME LIILOY9L ELECT. SM FE[BTACLE. A WAILE SPACE ONLY) TO BE HAI OU OMY TO WA DUfA ROD. B 4. MALL SWITCHES!48' A.F.F. i AM TO DE 15' i0 L9D9LINS 36. ACTIVATION O ONE SD WILL ACTIVATE ALL SHOE WFECiORS. API.E BOX ��1, t o NEW r0 010 OF BO F110N FINSHED ED FLOW. NB'SIDE PEACH FOR EO E CAPPED=S1 37. ALL FANS VENT TO WERIOR. P OD 4t ,,•'i cn cn 5. ALL CO NFOW FM SUM TO IE 45' TO CENTERLINE OF 3B. MBI MEQAHGCAL VBOILATIOH IS IEIRM BATH FANS. MIN MR BW FROB F=0 ROM. ME]MOUESOD HANK-WO TSI. (39 OR N) AND KITOBN 101 CNN. 'C 6. SW DETECFOS TO BE 1111EMY CHEM TO LIIM 39. SWAT SWITCHES PRY BE REM TO SINGE AS AN 9110. e CIN07LT WITH NO INT9NEDDG WALL SM. 40. 14-2 W/0 NAY E USED ON CWOBTS OTHER THAN UM IF NO ALOE 7. 91WE DEiECTOG H1ptTED Ii PFbDIB THAN 7 WILITS ARE USED!A 15 ANP BEAKER i fEIEPI. 1S Ute. \ '' W W B. ALL IEt1PTItIES TO W GIIOU�PIPE NEC 210 7 PARAMAPH B. 41. FOR FBI YORK DISTALLATIOF A WPEI9IT ELEMF=AN WILL FILE AND �� � ; - Nie` ' W 9. STS PRO7ECrp6 I!�AT 1WIBQM IARrITIONS OATS AID PAT FOR ALL EEE31giCAl PERMITS. 11E 01ST. 11aOEECIM SBO1D ff H ��' STATE APPRWAL STAF'i�,sse .°63oi� �°,rte w EDDELQM PARTITIONS AS REWIRED. NOTIFIED A FIRS. IN ADVANCE OF SETTIMI THE UBTS.FM 0 ~•"`�•° • ®�' ®®� A 10. NONMETALLIC-SHEARED CASE TALL BE TYPE MA MRC M IRS 42. ALL CODCTOS IIAND EOWBSILL ILL BE INSTALLED IN ACCORDANCE 1/2' GYP. �� 11. co a on AND B.ECF a EIDIHBIr 9ALL EE LADLED OR LMED WITH THE TRIS OF TIE1H LISTIABS.11Y51 BY A VATIMMY FECONGDD TESTING LABOYTOK AND IN COMDATIW 43. ELECTRICAL =xffT, ELECTRICAL WDE IWSAATix PDE. OCT. 2T4 SM WITH TE LABaDNG OR LOM TIE EDDU ENF SINAL OE SUITABLE TFBIAL DBIATICK INTERIM FIN0 i INTERIOR ROW FDBSI USED FOR 90 LOCATIM NO USE. IN THIS OIINDDIB HAVE 00 TESTED IN AOCODOCE UN TAE COBUS- 1/2' GYP. 12. TAE FAIN OISOO/ECT SMALL E ISTAtLED AT A IFIADILT ACCFSSABNE TO TMICITT TEST HMO FRF9OIID11 IN SECTION 1120.2 (4 REPORT ELECTRCIAL BOX MOUNTED --- - LOCATION IEAIE,"T TO THE POINT OF B (TRUM OF SERVICE CONNECTORS OF SOW.A iEST HAS BEEN FILED WITH TAE DEPARTMENT OF STATE IN A. PER NEC SECTION M-70A. ATS mx scala 112/.3110x. - BETWEENM00D STRIPS 13..00095 PROVIDED FOR ALL JS AND OUR FIS PRIM TO SNIPPING. 44. INSFALUTIW M IAS Y9DS IN ACCORDANCE WITH MFPA 211-1992. $b 14. ELECT. OIOm FLD ALL srATE AND LOWL cooes. IF1a00 45. COMISTIOIAIR FOR GIS FIRED SPATE HEATING EKWM SHALL W STAPLE Be G 8 15. ALL ELECT. MATERIALS AM O.L. LAZED AAD AfFOU. SUFLI®TNGWI Lum OD05 AID THE CLEAR WOW STALL BE FROM BOX 16. W"CABLE IS SEOIED EVER!4 FEET NWA. M MCODE. IN AOCQbYWE tmx(FFA 2u-1942. c c S o li j _ . U. B.ECRKC BLSSM HEATERS WFO M TO TIE MEOmBBRS OF 46. OX PIPING i EOAHBIT BALL BE I STALM LED IN A(XW WITH NEC SECTION B "' ` ` .� TJ g AFD ME INSTALLED IN STRUT ACCUBM HIIN 71E 79P9 VR (FPA 31-199E. 370-23M (?) 0 d PERFORMANCE UMME IS M U.L.SFANDA D FOR SAFETT GAS PIPI D 0 ELDIEFIIT SMALL BE INSTALLED IN ACCORDANCE WITH C -; NG. L042 W ELECTRIC BASESOND(EATING. WPA 54-1992. IEOLM WOOD S -` 18. SEE HEATING MAKINGS FOR ELFT. MEAT CFORfS. 47. ALL HEAT PFDOUCIG EWIPIEHF THAT IS ENCLOSED BALL BE IN BRACES TO BE 0a 19. NO ELECTRICAL RECEPTACLESOVE LOCATED ABELEIMC BASEBOARD HEATERS. ACCORDANCE WISH 93MM 717.3(d. AT LEAST 1X2 V 20. NETEH BASE ALO CU. TO PANEL BW BY aMML 41L HEAT9S AND THE DGTAU ATION MOT COFOA TOLL STANDARD 1042 NOMINAL t O �rCT nZO 21. 14' COILS OF WIFE ON MATING HALF CDLIRTS FOR FIELD AND 11E IBI YORK DIM=COd; SECTION 1000 7F-2. HN BOY �� . TO PANEL U. 49. TIE CIRODT LOW FOR ELECTRIC BASEBOARD IO MNOT EXCEED BOL H moi' Q O J H C '• � 22. CUNWOR SIZE SM BON COS WON-METALLIC SGTHEO GRE. OF INE CIRORT CAPACM. y 23 LL NOLD16 9RUIR THAN B AN TO BE SEND WITH DW ATED STAPLES. 50. EACH TOILET i COMM AREA SHALL HAVE A FAN VE RW TO THE �i � _0 �J 24. CIROIITS T TMPD Z CAN BE USED AS OBH CIRCUITS.000 NOT USED AS EXTERIOR OR PAVE AN ORGME WINDOW LARGE ENW i0 CWT i� u- Cn cV AN ELECTRIC NEAT CDDORTI. WITH NYS 712.2. f/2' GYP. Q 25. Bl5'H9IT LIORIN6 CDICUITS AND POLL BY OIIHH DTfr AS MOVED. C } C") _ 26.'SPECIAL FIXTRES AND'GLASS ARE SLOPPED IN CAROLS FOR FULL - - _.._. _ _ 2X4 STUD 1/2' GTP.,_. W Gi 200 AMP MAIN PANEL INSTALLATION. - - -._..:- . TYPICAL SERVICE ENTRANCE TZ- n \; 21. CONTIN1IlY TEST AT PUNT. WELICfRIC TEST Al PLANT. RANT.TO AT CIfWXIIT BPFAICER fAF111A9M Y0.iADE STAYIFE IIIJIi BEAKED CQDUCTM V0.TADE � p � � 29.28. �ttWIFE 6' FlroN BOW M T RN. IN EDT. HIL S WITH STARES A 20A 12-2 110 K1T(IEN/OINmc A ELECTRIC HEATING CIRCUIT W ENTRANCE SERVICE WA a V ;s a OR 12' FROM BON M Tf3ilDK NITN COIECTOS. D 20A 12-2 110 KITOEN/OIDNG 111 20A 12-2 220 (lXk1>UCTOAS & CQUUIT �� Lu C Q i 30. LION BULBS RFN98 AID DUMB BY O NR FMA- C IW20A 14-2/12--2 110 OPEN MS 20A 12-2 220 TO HATCH PANEL LOAOI 31. ALL BASED=ELECTRIC HEAT EL.96TS ARE FATED AT 250 WATTS/FT. D 1 20A 14- 12-2 110 OPEN MT 20A 12-2 220 At zoo YOLK. E 15A/20A 14- 12-2 110 LIMTING AU 20A 12-2 220 BUII�R ; o o 32. ALL WALL.HOMED THERHOSTAiS ARE LOCATED 5' 0' FAON ROM. F 15A/20A 14-2/12-2 110 OPEN AY 20A 12-2 220 I - c H' 0' N.C.) 6 15AI20A 14-2/12-21 110 OPEN IW 20A 12-2 220 METER EASE BY BlR1[IEII o �f.:.. m`:; o 33. IF OR BADENBTF THEE SHALL ALSO BE INSFALLED AN E ENRIC SPACE H 15A/2AA 14-2/VL-2 110 OPEN NX 20A 12-2 220 M, E " E N _ NINDIR TELO'9A111E DI BLSHBUT SPAfE. G'IH.A'1 MAI THERHOSMICALLT Raw TO MINTAIN ��M I L 20A 14- 12-2 110 WM F ml R. O£N - WV 20A 12-2 220 OR r ;fl v w y o i 15A/20A 14- 12-2 Sf0 OPEN OZ 20A 12-2 220 WLDM--,4 - N v - `iWO-DEE ELBOY CONSERVATION COSTRUION CODE. SPACE PROVIDED F N C'1 Q - a F- L' .. . WIT-AIEUING S,PPLY CAPABLE O NAINTAINiG A TEWRTUE ABOVE K 15A/20A 14-2112-2 110 OPEN O C Q 2 o 50 DEGREES FAIR. IS CONSIDERED CONDITIONED SPACE. SECTION L 20A 12-2 110 WASIi31 Q z a d 7814.21e) (1) FEUAFFS THE FOAUATION WALLS TO BE DSN 30A 10-3 220 OFF" PAIN PANEL Q N 140A 8-3 220 ELECTRIC RANGE 200 ANP PNL W/MAIN BAWER 0 15A 14-2 1 110 0[9AIASER AND BRANCH CIRWITS BY R H P 25A 10-2 220 (SU AMP) i CIRCUITS R-Z CAN BE USED AS OPEN FADE: 1. WATER NEATER DAY BE MITT®BY WILL NO (100 AMP) p� CIRCUITS.WHEN NOT LM AS AN ALTERNATIVE SWU OF HEAT FOR SUMER SUPPLY (125 AMP) ELECTRIC FEAT CIRCUIT IS PFWIOED BY WOW. (t5Q ALP) Q 2. ADDITIONAL CIRCUITS PAY BE AGED OR DELETED AS (200 AMP) FLOOR RAN OR SALES IXWRAC R DICTATES. a CRITERIA FOR ELECTRIC HEATING R.A. P.E. APPROVAL STAMP 1. HEAT LOSS BASED ON 70 DEGREES FAHR. Dim AND AT -20 VAX. DEGREES FART. OUTDOORS (+9 DEGREES FAHI. RI.) FACTORY2. INSULATED DOORS &WINDOWS 3. BASEMENT SHALL BE EATER. (BYBUILOWOW ER) `��E,Of," "uo° • � 5' 4. FOR ELECTRIC HEATERS VOLTAGE OTHER THAN 24OV. oy co 1000M TK EQUIVALENT OUTPUT HEATERS SHALL BE PROVIDED. I I 5. R-19 IN FLOOR IS FIELD WALLED IN ALL MODELS AS REO. II 6. R-13 IN MALLS IS FACTORY INSTALLED (OPTIONAL R-19) -= � Z ? a � R� N _ 7. R-30 IN CEILINGS IS FACTORY INSTALLED (OPTIONAL R-38.) 8. FEAT LOSS IS BASED Ott •i•�s•o +0 .6 .:01.oIN • P Q A) . DOUBLE OR INSULATED GLASS IN ALL GLAZED OPENINGS . FEs� STATE APPROVAL STAMP •, OQFESu��``"�% m B) . OUTSIDE ODORS MEATHERSTRIPPED OR WITH STORM DOGS. a ki w G . F�MTISNANo D0 IN HEAT TRANSFER MULTIPLIERS 11,0251997 m - - - -_ -_ 0) . INFILTRATION FOR OPERABLE WINDOWS TESTS - - - - AUTO SETBACK REOUITEIENTS OF ASTM E-283-64. iST STORY .i. IN LARK,ESi 9. THEADSTATS ARE FACTORY INSTALLED. ROOM (NY) 10. FACTORY INSTALLED MECHANICAL EQUIWENT SHALL BE LISTED 4$ BY A RECOGNIZED TESTING AGENCY 8 INSTALLED IN ACCODANCE WITH THE TERMS OF THE LISTING. HEATING UNITS SHOWN ARE BASED ON A 23' 90 X 4' 0' ROD. INDIVIDUAL HEAT LOSS CALCULATIONS ARE AVAILABLE UPON REQUEST. r+ _ c �is 11. MAXIMUM ff 3750N GE ELEC. BASEBOARD NEATENS PER CIRIXIIT. C w `` v ng 12. INSULATION INSTALLED TO WE ENERGY REGUIIEIENTS FOR ALL 10' STATE AND LOCAL CODES (FON OVERALL WALL ASSEMBLY SEE o v INSULATION SCHEDULE PAGES 193 9C S 9D). E ELECTRIC BASEBOARD HEAT CRITERIA FOR HOT WATER HEATING a a 1. HEAT LOSS BASED ON 70 DEGREES FAHHR. INDOORS AND AT U is u E -20 MAX. DEGREES FAHN. OUTDOORS 1+9 DEGREES FAH1. RI.) ? ^ t Cc 2. INSULATED DOGS G WINDOWS FACTORY FUMISHED. W 3. BASEMENT SHALL BE HEATED. (BY BUILDER/ONNEFB F Z 4. HEAT LOSS IS BASED ON: 6) 0 ., •- ( -= . A). DOUBLE OR INSULATED GLASS IN ALL GLAZED OPENINGS LL u; :v 7 -- 31 . OUTSIDE BOOS MEATHERSTRIPPED OR WITH SROM DOGS. > e C). INFILTRATION INCLUDED IN HEAT TRANSFER MULTIPLIERS m FOLWTNDWS AND ODORS 1� . D). INFILTRATION FOR OPERABLE MIMS MEETS d p D = v REQUIREMENTS DE ASTM E-283-84. ¢ 0 _ 0 m - 5. FACTORY INSTALLED MECHANICAL EQUIPMENT SHALL BE LISTED BY A RECOGNIZED TESTING AGENCY S INSTALLED IN H LLJ y m ACCORDANCE WITH THE TERMS OF THE LISTING. HEATING UNITS � Q SHOW ARE BASED ON A-23' 9' X 40' 0' RANCH. INDIVIDUAL 51 HEAT LOSS CALCULATIONS ARE AVAILABLE UPON REQEST. Q , ' -.q ` Q O -(e) J� i s O NEW YORK NOTES _ ^ o „ Pill WIRE FORAUTO SETBACK 1. ELECTIC HEAT - ONE MAIN THERMOSTAT MUST BE AUTO SETBACK r o RE IST STORY THERMOSTAT INSTALLED NON ELEC. HEAT - ALI THERMOSTATS WIST BE AUTO SUM .�. v I - m o (n BY BUILDER 2. HEATING PIPES 6 DUCTS LOCATED IN UNHEATED FATED AREAS MIST BE N I- c� L L y INSULATED AS PER NEN YORK ENERGY CONSERVATION CODE-1991 p a p T ~ 0 O 3. INFILTRATION- A) WINOOIS4.37 CFM/LINEAR FT. O CRACK ¢ z �' O/ 3z B) SLIDING LASS DOORS-0.5 CFM/SGUUAE FT. C) SWINGING DOORS-0.5 (FM/SOUARE FT. WHEN TESTED AND/OR CALCULATED AT A PRESSURE DIFFERENTIAL Y3 15' OF 1.557 LB/SO FT WHICH IS EQUIVALENT TO THE (PACT PRESSURE OF 25 MPH. 4. THERMOSTAT MINIMUM RANGE:45 TO 85 OEM BEATING S HOT WATER BASEBOARD HEAT COOLING), WITH A 5 DEGREE DEADBAND. 4� CO a 6 CRITERIA FOR ELECTRIC HEATING R.A. P.E. A OVAL STAND 1. HEAT LOSS BASED ON 70 DEGREES FAHR. INDOORS AND AT 6' 2' ® -20 MAX. DEGREES FAHR. OUTDOORS (+9 DEGREES FAHR. RI.) 2. INSULATED DOORS 6 WINDOWS FACTORY FURNISHED. 3. BASEIENT WL BE HEATED. (BY DUILDER/DMNER) n ,gyp .mgEf 1N £ 4. FOR ELECTRIC HEATERS VOLTAGE OTHER THAN 24OV. , �E v NEW ro�e,� q ` EOUIVALENT OUTPUT HEATERS SHALL BE PROVIDED. `+� ` N L.r 4 ,�11. � Cm 5. R-19 IN FLOOR IS FIELD INSTALLED IN ALL MODELS AS REO. 6. R-13 IN WALLS IS FACTORY INSTALLED (WIIONLL R,19) ~ 7. R-30 IN CEILING IS FACTORY INSTALLED ((pTIDWAL R-38.) r 8. HEAT LOSS IS BASED OR '-c "s Y ` ` W :• gE r a a a tidy _ fW: cn A). DOUBLE OR INSULATED GLASS IN ALL GLAZED OPENINGS • °a" ""» .•,pc a 'U' B). OUTSIDE DOORS WEATH RSfRIPPED OR WITH STORK DOORS. STATE APM Ay. G . INFILTRATION INCLUDED IN HEAT TRANSFER RBLTIPLIERS . f�D�'� o W FOR WINDOWS AND DOORS m 2ND STORY 0). INFILTRATION FOR OPERABLE WINDOWS MEETS WEOIIfENENTS OF ASTM E-283-84. JB 9. TFEAHOSTATS ARE FACTORY INSTALLED, o 10. FACTORY INSTALLED MECHANICAL EOTIPWENT SHALL BE LISTED BY A RECOGNIZED TESTING Ama 6 INSTALLED IN A=DNCE WITH THE TERNS OF THE LISTING. HEATING UNITS _ e SH ONN ARE BASED ON A 23' 9'X 40' 0' RANCL. INDIVIDK — HEAT LOSS CALCU ATIORS ARE AVAILABLE UPON REUM. _ 11. WAXDU OF RM OF ELEC. BASEBOARD HEATERS PER CIRCUIT. ; 5' 6' 12. INSULATION INSTALLED TO REST DM REWIF ENTS FOR ALL c STATE AND LOCAL CODES 0'OR OVERALL WALL ASSENGLY SEE 01 `y INSLUTION SCHEDULE PAGES /98, 9C 690). oc c 0 ELECTRIC BASEBOARD HEAT CRITERIA FOR HOT WATER HEATING E 1 �� I. HEAT L95 BASED LW 10 DEGEES FAHR. MOS AND AT -20 MAX. DEGREES FAHR. OUTDOORS 09 DEGREES FAHR. RI.) _ �® 2. DaLATED DOORS G WMNS FACTORY FUWNISHEO. zz.W '? T B' 3• ® 3. BASEMENT SHALL BE HEATED. (BY BUILOER/ONMETR) L �16 z 4. HEAT LOSS IS BASED ON: A). OWE OR INSULATED LASS IN ALL GLAZED OPENINGS : B). OUTSIDE DOORS WEATHERSTRIPPED OR WITH STORM DOORS. L` C 0 Qzi C). INFILTRATION INCLUDED IN HEAT TRANSFER N LTIPLIERS / FOR WINDOWS AND M E� m 0). INFILTRATION FOR OPERABLE WINDOWS MEETS L ; c ' f REUUIHEN£NI5 OF ASTM E-283-84. � c /I 5. FACTORY INSTALLED MECHANICAL EaDFNENT SHALL BE LISTED [T. 5 r - BY A RECOGNIZED TESTING AGENCY S INSTALLED IN ' = RLL NICE FOR AUTO SETBACK ACUXROANCE WI1H THE THI#IS OF THE LISTING. HEATING UMTS p - , BY 4MATBUILDER INSTALLED SHOW ARE BASED ON A 23' 9' X 40' 0' RANCH. INDIVIDUAL HEAT LOSS CALCU-ATIOS ARE AVAILABLE UPON REQUEST. cc NEW YORK NOTES 2ND STORY -7 �` ' " ` N � O 1. ELECTIC HEAT - ONE MAIN TFER OSTAT HIST GE AUTO SETBACK o zi NOR RM HEAT - ALL THERMOSTATS WRF$ AUTO SETBACK € 2. HEATING PIPES 8 DUCTS LOCATED IN HEATED AREAS MUST BE m v ° INSULATED AS PER NEW YCAX DM CONSEAVATICN COOE-1991 3. INFILTRATION- A) WINDOWS-0.37 CFM/LDEAR FT. OF CRACK M � 00 ~ � O 8) SLIDING GLASS DOWO.5 C WSMRE FT. o Q z �, C) SWINGING DOORS-0.5 CFM/SOUARE FT. ~ WHEN TESTED AND(OR CALCULATED AT A PRESSURE DIFFERENTIAL 7 S OF 1.567 LB/SD FT WHIDI IS EQUIVALENT TO THE DPACT N PRESSURE OF 25 NPN. HOT WATER BASEBOARD HEAT 4. THERMOSTAT MINIMLN RANGE:45 TO GE DEGREE OEATING 6 COOLING), WITH A 5 DEGEE DEADBAND. Q 00 a 2X4 EXTERIOR WALL: R"@ INSUL. AREA R @ FRAMED AREA -R.A. OR P AL•STAP 4" VINYL INSIDE AIR FILM 0.6B 0.68 SIDING1/2" GYP. 60. 0.45 0.45 /2 GYP. 8D. R-13 F .G. INSUL. 13.00 0.00 �P`E�Eo° wYoM'f*# 17/16" RATE -13 F.G. INSUL. 2X4 FRAMING 16" O.C . 0.00 4.37 �, T SHEATHING 7/16" RATED SHEATHING 0.55 0.55 = VINYL SIDING 0.00 0.00 W ° & OUTSIDE AIR FILM 0. 17 0. 17 e a a a X4 STUD @ 16" O .C. 14.85 6.22 �yy ao.o' _�.�` (.064 X .85) + (. 144 X . 15) STATE APPROVAL STAD4P ,a'aoauop�up�+°EE` g 054 + . 021 = U .076 J FEB 519ozw 2X4 EXTERIOR WALL & 1/2" R-MAX: R @ INSUL. AREA R @ FRAMED AREA 4" VINYL INSIDE AIR FILM 0.68 0.68 0 SIDING 1/2" GYP. BD. 0.45 0.45 = 2" GYP. BO. R-13 F.G. INSUL . 13.00 0.00 1/2" R-MAX 2X4 FRAMING 16" O.C. 0.00 4.37 U w -13 F.G. INSUL. � INSULATION 7/16" RATED SHEATHING 0.55 0.55 y ! A 1/2" R-MAX INSUL . 3.60 3.60 �R�� 7/16" RATE VINYL SIDING 0.00 0.00 SHEATHIN]7 (4 STUB @ i6" O.C. OUTSIDE AIR FILM 0.17 0. 17 H 0 0 a 0. ': 18.45 9.82 C (-052 X .85) + (.095 X . 15) J y F .044 + .014 = U .058Lu _ `0 ;,o 2X4 EXTERIOR WALL & 1" R-MAX: R @ INSUL. AREA R @ FRAMED AREA I �� `' �( y v � 1 Imo+ 4" VINYL INSIDE AIR FILM 0.68 0.68 I -I p SIDING 1/2" GYP. BD. 0.45 0.45 LL cn /2" GYP. 60. R-13 F .G. INSUL. 13.00 0. 00 1 " R-MAX ___R-13 F. G. INSUL. 2X4 FRAMING 16" O.C . 0.00 4 .37 W INSULATION 7/16" RATED SHEATHING 0.55 0.55 w 1" R-MAX INSUL. ~ n > 7 an 7,20 DC © z o ; 7/16" RATE VINYL SIDING 0.71 0.00 a U `r ` o SHEATHING X4 STUD @ 16" O .C. OUTSIDE AIR FILM 0. 17 0. 17 w IL Q o 22.05 13.42 (. 044 X .85) + (.071 X . 15) ¢ o ( ^ t .037 + , 011 = U .048 0 u) ENERGY 1. Na+vax STATE CBCT TXN iYATI01 OOSf91CTITI4 cLpE WITH AIEHdEWfs. R-VALUE OF INSULATION, GLAZING, AND DOORS .2 ~ o o 2. BOELOW DESIGN BY AOCEPME PTLD PART 5 (7814 OR PART 6. to ro Lu 3. BUILDING LIMITATIONS ONE- 6 TWO- FAULT OEUIND THEE STORIES OR LESS. (7S '- " 0i a c a. OEOEf DAYS: 5000 - 8 000 HEATING NON-B.ECTAIC COWORT ELEC HEATING c� a o ` ~ - �0 2 - m o b. DESIGN WFEPARM 72 DECREES F. IN=/ -8 DEGREES F. OUTDOORS. Q z « a`+ --) EXCEPT 3 THE FOLDING COUNTIES 0.1NTO1(-91.ESSEX 1-12).FRANKLIN ENVELOPE 5000-6000 7000-9000 5000-6000 7000-9000 J ADIRON ACK PAF1KI-13).FRUAtLIR OUTSIDE PAW(-IQ.R0L7ON(-i2).LftM C@1POIENT DEGREE DAYS DEGREE DAYS DEGREE DAYS DEGREE DAYS � Q ADIRONDACK PART (-iG) ANO ST. LAWRENCE ADIRODACK PAW(131. EXTERIOR WALL A-18 R-18 A-23 R-23 B. AUTO SETBACK THERMOSTAT CORMS FOR HEATING. ROOF / CEILING R-19 R-24 R-26 9-33 7. TH 34MATS WILL BE CAPABLE OF BELK SET FROM 45 DEGREES F TO 85 DEGREES . FLOOR R-19 A-19 A-19 W24 B. INFII.TMTION LOSS DFILTRATIOD VALLES 9 25"WINO. VDM 0.37 FOLIJOATIGN WALL to R-10 R-10 R-10 CFW OF OPERABLE SO LRAC4. DOORS 0.50 CFWSF OF DOOR AREA. 9. THE 'R' VALUES USED IN THE FOLL04M CkCL ATIORS WE OBTAINED FF04 THE SLAB EDP£ INSI,LATION R-10 R-10 I R-i0 9-10 ASW TABLES OF TLERNAL PRWRTIES. GLAZING R-1.7 R-1.7 R-2.6 R-2.6 m 10. GAZING CANNOT EXCEED i7A OF WALL AREA OR u OF CEILING AREA. ENTRANCE DOORS I R-2.5 I R-2.5 I R-2. R-2.5 (� 2X6 EXTERIOR WALL: R @ INSUL. AREA R @ FRAMED AREAx J R.A. OR P.E. APPROVAL STAMP Q L 01 Qrs®loN�t 4" VINYL INSIDE AIR FILM 0.68 0 .68 > SIDING /2" GYP . 8D. 1/2" GYP. BD. 0. 45 0.45 u_ p J c% 7/16" RATE R-19 F . G. INSUL. 19.00 0.00 `- Lu SHEATHING -19 F .G. INSUL . 2X6 FRAMING 16" Q .C. 0.00 6.88 Q_ 0 r f > � 7/16" RATED SHEATHING 0.55 0.55 Q 0 � VINYL SIDING 0 .00 0.00 til ` m OUTSIDE AIR FILM 0. 17 0. 17 Q -, F NESN io4+ 3 3 a X6 STUD @ 16" O.C. 20.85 8.37 STATE APPROVAL STAMP (.046 X .85) + (. 105 X . 15) W OCT 2 2 1996 9 m g 49 039 + .015 = U .055 DX. 2X6 EXTERIOR WALL & 1/2" R-MAX: R @ INSUL. AREA R @ FRAMED AREA 0 INSIDE AIR FILM 0.68 0.68 " L1J 4 VINYL - .. SIDING 1/2" GYP. BO. 0.45 0.45 0 o /2GYP. BD. R-i9 F.G. INSUL. 19.00 0.00 1/2" R-MAX -19 F.G. INSUL. 2X6 FRAMING 16" O.C . _ 0.00 6.88 e § � - g INSULATION 7/16" RATED SHEATHING 0.55 0.55 Z Ing ., � - 1/2" R-MAX INSUL. 3.60 3.60 O o 7/16" RATE VINYL SIDING 0.00 0 .00 F--i o o �v SHEATHING [::,2X6 STUD @ 16" O.C. OUTSIDE AIR FILM 0 . 17 0 . 17 Q E i a a 24. 45 12.33 J U (.040 X .85) + (.077 X . 15) 0 ° 0 E .034 + . 012 = U .046 (n W c U v y 2X6 EXTERIOR WALL & i" R-MAX: R @ INSUL. AREA R @ FRAMED AREA H Z 9 2 o 4" VINYL INSIDE AIR FILM 0.68 0 .68 ) LL O SIDING 1/2" GYP. BD . 0 . 45 0 . 45 /2" GYP. B0. R-19 F.G. INSUL . 19.00 0 .00 W � ti � F w c� E -19 F.G. 1 m O i" R-MAX 2X6 FRAMING 16" O.C. 0.00 6.88 � M E INSUL. aI� o INSULATION 7/16" RATED SHEATHING 0.55 0.55 �, v i" R-MAX INSUL. 7.20 7.20 1 arJ ¢ 2 7/16" RATE VINYL SIDING 0.00 0.00 ^ w -1 > � = SHEATHINGL2X6 " OUTSIDE AIR FILM 0. 17 0. 17 f STUD @ 16 O.C. a wR 0 28.05 15.93 IL ; 2E Q ora _ o (.035 X .85) + (.060 X . 15) ZZ �r .030 + .009 = U .039 u o CL c y p t a HVAC EQUIPMENT MINIMUM PERFORMANCE SERVICE WATER HEATING EQUIPMENT MIN . PERFORMANCE co a U w 9 ' d ETRIC €F > 3 - . O132V � o. pFURNACES -f 70iAfD (78iH STORAGE Jp vo � U75IAFUE 08ME) GAS-FIRED EF > .62 - 0019V OIL-fIflE0 I - BOILERS GAS-FIRED 70%AFUE (BOXAFUE) OIL-FIRED EF > .59 - .0019V ¢ Z " OIL-FIRED 75%AFUE (BOSAFUE) INSTANTANEOUS GAS-FIRED TE > 25% RE > 80E) } CENTRAL AIR SPLIT SYSTEM 9.5 SEER (10.0 SEER) OIL-FIRED CE > BD% (CE > 831) SINGLE PACKAGE 9.5 SEER (9.7 SEER ) 2 1) EXCEPT AS PROVNEO IN FOOTNDIE; PERIMiU IE9RNEMFIITS IA PARENIIIfSIS � CONDITIONERS APPLICABLE TO EQUIPRENT RAIAFACTM AFTER JANUARY L 1992. N HEAT PUMPS SPLIT SYSTEM 8.5 SEER (10.0 SEER) 21 APPLICABLE TO SINGLE PACIME SVSIFNS MAMFACTIM AFTER JARWY 1. 199:1. 2.6 COP @ 417 db (6.8 HSPF) �zn' ja SINGLE PACKAGE 8.5 SEER (9.7 SEER I 2 2.6 COP @ 477 db (6.6 HSPF 1 2 C 7 cda } J P.A. OA P.E. APPfiQVtS StAM� R @FRAMED AREA Q G p R @ INSUL. AREA > a m 0.61 0 u: _O 0 .61 0 .61 F / CEILING: AIA FILM 0 .61 0 .45 ROO 2ND FLOOR INSIDE FILM 0 .45 18.33 Q a OUTSIDE AIR " GYP. BD. q 37 3b3 a a s 30 .00 �-- '-- (1} LAYER 1130 F .G. INSUL . �Q0 24.37 �oe� F .G . INSUL . (1) LAYER R- D.C. � OFNen -30 9 31 .67 2X4 FRAMING 16" SWE ppWAL SIW OCT 2 2 1996' 1.041 X (1) LAYER 1/2" GYP (,031 X .90) = U .032 R @FRAMED AREA 028 + .004 AREA --j "'-~- " O.C. R @INSUL. 0.61 2X4 BOTTOM CHORD i6 ` 0.61 0.61 -�- d- ROOF / CEILING: AIR FILM 0 .61 0.45 g 2ND FLOOR INSIDEFILM p .A5 26.91 .+ a OUTSIDE AIR " GYP . BD 38.00 _ 4.37 (1) LAYER 1/2 INSUL. 32.95 W o G . INSUL- (2) LAYER R'19 F .G . -38 12" OF F . " 0.C . 3g.67 J E 2X4 FRAMING 16 o Ar// 1] llJ� c 90) + 1.030 X U 2" GYP AREA la- < (i) LAYER i/ (.025 X .025 R @FRAMED N O 022 + .003 = U R @ INSUL. AREA CHORD 16" O.C. 0.92 Z a m 2XA BOTTOM 0 .92 0.93 c. 1 FILM 0 .93 0.00 14 FLOOR: INSIDE AIR 19.00 11 .56 F 23152" RATED SHEATHING " RATED SHEATHING 0.00 0 .92 I 3/32 R-19 F .G . INSUL O.C. 14.33 0 .92 ,X�n FRAMINGF 6Mi- OUTSIDE AIR 1 o Zet �I H r 16" O.C , 2X10 JOIST + 1.069 X .10) 90) (.045 X = U .048 S R @FRAMED AREA .041 + .006 UL• AREA INSUL. R @IN ().92 R-19 F .G. g .93 z ~ } 0 .92 0 .93 0.00 FLOOR: INSIDE AIR FILM 30 .00 11 .56 " RATED SHEATHING 23/32" RATED SHEATHING 0 .92 3/32F .G. INSUL- 2)( NSUL. 0.00 2)(j F " O ,C . 0.92 14 33 2X10 FRAMING 16 32 O OUTSIDE AIR FILM C:n a a 2X10 JOIST16" O.C. + (.069 X .10) ( .030 X .90) U .033 R-30 F . G. INSUL. 027 + ,006 = R.A. OR P.E. VAL STAMP FASTENING SCHEDULE EXTERIOR AND INTERIOR WALLS: J c BUILDING ELEMENT TYPE OF FASTENING NUMBER & LOCATION SOLE PLATE TO STUDS NAIL 3 1/4" X . 131" 2 DIRECT C 1 O ! 3 V�P=� b3ig TOP PLATE TO STUDS NAIL 3 1/4" X . 131" 2 DIRECT C- 6 ~ ° < LL FLOOR: < z JOIST TO INNER JOIST HANGER ONE HANGER PER JOIST DBL. TOP PLATE NAIL 3 1/4' X . 131" 16" O.C. DIRECT Q Q- . q LL BAND JOIST 1 7/16'X 10 GA NLS TWO NAILS PER HOLE LL ` ` ,� 53 JOIST TO INNER NAIL 3 1/4"X. 131" 3 DIRECT SLUE EXCEEDS AFs o1 STUDS G PLATES ES ON is a C J op"aw-°ate 1 1/2" if GA RING SHANK C BANG JOIST 1/2" DRYWALL TO FRAMING O.C. DIRECT EDGES 16' OUTER BAND JOIST 12" O.C. STAGGERED NAILS WITH 7/76" HEADS D.C. FIELD. SCREWS TO INNER BANG JOIST NAIL 3 1/4"X. 131" DIRECT OR 1 1/4' SCREWS 6 6A. 24'0.C.24"D.C. EDGE STATE AL STAlP OST 2 2 19%1 1; DOUBLE JOIST3 DIRECT NAIL 3 1/4"X. 131" (HEADER) EACH JOIST PLYWOOD OR 7/16" OSB 7/16" X 2" 4' O.C. DIRECT EDGE 19/32' G 23/32" O.S.B. BLUE EXCEEDS AFG-01 90 PERCENT ON ALl 16 GA STAPLE 8' O.C. FIELD SUB/FLR UNOERLAYNENT 7/16'X2' 16 GA STAPLE JOISTS. 6' O.C. DIRECT 16' O.C. STAGGERED 2 TO JOISTS 70 RING SHANK EDGES. 10" D.C. FIELD HEADERS NAIL 3 1/4' X . 131" DIRECT ENO/MEMBER ti INSULATION TO STUDS 1/2' X 5/16" 2 AT TOP OF BATT J CEILING/ROOF: 19 GA STAPLE 7/16" X 16 4" D.C. EDGE WOW TO EXT. WALL 3 i/8" FINISH 16" .O.C. DIRECT 1/2' PLY. 6 7/16' OSB 16 GA STAPLE 8" O.C. FIELD ""1 7/8ALUM. COIL 16O.C. DIRECT ?>� $ < #35/30 FELT 1/2" X 1' 19 GA ALUM. SIDING OR _,-- ❑ < TO SHEATHING GALV. STAPLE 24" O.C. DIRECT VINYL SIDING + o z 8 #213 SHINGLES i" X 1 1/4" EXT. WALL TO FLOOR 1 NAIL 3 1/4' X .131' 12" O.C. DIRECT rU , 4 EACH SHINGLE c > a TO SHEATHING 16 GA STAPLE NON-BEARING INT. 0 1/16' X 1 1/4` " NAIL 3 1/4" X .131' 16. O.C. DIRECT o DRIP EDGE TO SHEATHING 16 O.C. DIRECT WALL TO FLOOR E - 16 GA GALV. STAPLE EXT. WALL TO NAIL 3 1/4' X .131' 10" O.C. DIRECT Lti � TRUSSES TO EXT. WALL NAIL 3 1/40 X . 131' 3 TOE-NAIL EXT. WALLS J 'c• c INT. WALL TO ": z a CEILING BAND JOIST TO NAIL 3 1/4` X .131' TOE-NAILED 16" O.C. 1 NAIL 3 i/4' X .131` 10" O.C. DIRECT W �® EXT. WALL' F- o (V1 MARRIAGE MALLS Q �. INT. WALL TO INT. WALL : - NAIL 3 1/4" X .131' 24" O.C. DIRECT � 7 �` __ (NONBEARING ONLY) W W Ui ;� V 1.q _} EXTERIOR WALL HEADER: Lu E . .. .. .... 24' WIDE 27' 8" WIDE T 1r ; �- _ HEADER SPF#2 - SPF11 J BICRO-LAM SPF#2 SPF#1 MICRO-LAN 1 0` ! a - X4 4' 7' 5' 9 Wp a 'c i ` A. 1 2- 4' 0' 4' 7' 5' ' a 8 8' 4' ' 6' 1 ' f` O i f s o -2X10 3� 9' ' 7 9, 8 o z > .2 o f 2- 8' 0' 7' 9 8' 6 t Vi17 a - l -15' X6' � . r 5' 3F 7.25' 9' A' =n u v v' - a08 0 oQz .2 d O e NOTES: 1.) FASTENINGS OTHER THAN THAT SHOWN ARE TO BE IN _ q ACCORDANCE WITH THE BOCA STANDARD FASTENING SCHEDULE. 3 2.) ADDITIONAL FASTENING SHOWN ON DETAILS PAGE #5A. 3.) FOAMSEAL SYSTEM APPLIED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. w W < Q) a M DRAIN, WASTE VENT WATER SUPPLY (r J R.A. OR P.E. APPROVAL STAMP J G Z x ' 1 1/2' 2CONNECTION TO CONNECTION TO ` orsae op 1 1/2' 2' VENT I > ora VENT qS VENT VENT SHOWER HEAD 1/2' SHOWER HEAD 1/2' G ? O 4e" e e�'owt 9 g j TUB OVERFLOW c2 F i m N G! DRAIN VANITY 1 f/2' z PLUMBING ANTI-SCALD VALVE ANTI-SCALD VALVE 0- O o J GRAIN 37, ACCESS ALL SHOWERS ALL SHOWERS O * a SHOWER m m 2. PANEL 0 Ci_ '• CONNECT TO 1 1!2' FINISHED DRAIN SAN. SAN. I `. TIS FIXTURE I • CUNNING ` r 7353 { o I I trF ,�oP FLOOR 2' FINISHED 1 1/2' TEE 2' TRAP TEE I I ✓PANEL OF NEW Z TUB FLOOR TRAP FINISHED I 1/2' I STATE AL STAMP m DRAIN I FINISHED fly 1 I I i/2' I OCT 2 2 1996 2. JY FLOOR 1/2' 1 SFIUTOff 1/2' TRAP FXIT� SHXJTOFF I HXIT� VALVE TRAP `VALVE I `. I TUB/SHOWER SHOWER BATHROOM VANITY CLOTHES WASHER FINISHED \ SiXY FINISHED ` F WASTE 6 VENT WASTE 6 VENT WASTE 6 VENT WASTE 6 VENT FLOORCOlO , FLOOR COLD «. 6'XNAINC. y 11/2' VENT TUB/SHOWER, SHOWER SUPPLYgoy NT WASHED PAN BRANCH VENTS SINK ptiz: sOBI. REOUIREO GRAINS / CONNECTIONS TO DISPOSAL SAN ��' ��� 4ANITY FIXTURE >= I ` ? - TEEG� 2' VENT FOR 2' 2' �� ���/ 1/2' d 0 SAN. = TEE HENT FIXTURES 1 1/2' FINISHED HOT SHUTOFF (Gy FINISHED 2' FLOOR VALVE W/C FINISHED FLOOR TRAP BRAINS TO FINISHED Q ;,3 Fl0lXT ON DRAIN LINE L NINN HA2EAOOS FLOORZ _? LOCATION O SUPPLY L- WATER CLOSET & MAIN VENT KITCHEN SINK/DISHWASHER/DISPOSAL WASHER PAN WASTE G VENT WASTE 6 VENT WASTE 6 VENT (IF HEO'O) BATHROOM VANITY . 1- .o y LOOPED NIGH AND } Z C) m SECURELY FASTENED 2 H- Cp , CONNECTIONS TO F000 WASTE TO COUNTER OR WALL O T o 6RIbDFA SIN( FIXTURE LU —1 SHUTOFF VALVES CONNECTION TO W I p IR 2' P TRAP 1/( 2188 AND WASHER WATER CLOSET 1/2' s WITH DISN1XASfEp p t-_ r WASHIER HOOK UPS SHUTOFF OPTION ONLY cl }- Q WYE-BRANCH 1/2' VALVE o FITTING 1/2' AIR OMER KITCHEN SINK/DISHWASHER/DISPOSAL 1/2 1/2' WOFF a I y a „ SEE OWG 10A -DWV NOTE !10 COLD VALVE HOT 1/2' WATER PROOF /—3' VENT MIN. COD COLD DISHWCONNECASHER T TON —� 0- 0 � ~ ° rVEN, Q ROOF FLANGE fINISF O WOFF M Q z m VALVE o o MIN. FINISHED HOT FLOOR FINISHED FLOOR 12' OW COLD MIN. DUCER SUPPLY SUPPLY SUPPLY KITCHEN SINK O VENT THRU ROOF DETAIL CLOTHES WASHER WATER CLOSET DISHWASHER/DISPOSAL a c y Dwv NOTES : 12. INACCE'SSABLE TRAPS SMALL NDT HAVE UNIONS, C.EANOUTS, OR SLIP JOINTS. R:A. P. . APPROVAL STAMP 1. ALL CASTE ANO VENT LINES IN MODULE ARE PYC PIPE. ACCESSIBLE TRAPS SHALL BE REMOVABLE W/ UNION IN TRAP SEAL OR HAVE 2. PITCH ON HORIZONTAL WASTE LINES IS i/4' PER FOOT. CLEANOUT OPENING SAME SIZE AS TRAP. 3. WASTE LINES : INSTALL WYE W/ CLEANOUT PRIOR TO EXITING WALL FOR iJ. ALL HORIZONTAL VENT BRANCH PIPING SHALL BE LOCATED A MIH. OF W' ABOVE F •• 3t CONNECTION TO DISPOSAL SYSTEM. THE FLOOD LEVEL OF THE HIGHEST FIXTURE IN THAT BRANCH. 4. PVC-OWY PIPE SUPPORTS: AT BRANCHES, CHANGES IN DIRECTION AND AT THE BASE, 14. PLASTIC PIPING SILL BE PROTECTED LITH 1/16' (15 GAUGE) STEEL PLATE WHEN O E of NEW EACH FLOOR AHD YID STORY (VERTICAL) MAXIYM EVERY 3' 0' AT llE (3NH OF PIPE PASSES THRU WOOD IE]E1FRS LESS THAN 1 1/4' FRSI EDGE OF MERGER, O� ° L.r * �'T, w WHORES, AND CHANCE OF DIRECTION OR ELEVATION. 15. ALL FIXiiRES i0 BE INDIVIDUALLY VENTED. ° � H-- ti c, 5. VERT STALLS SHALL EXTEND UNDIMINISHED M SIZE TO A YIN OF 12' BELOW ROOF. 16. MAX DISTANCE OF FIXTURE TRAP WEIR TO VENT SMALL BE: 1 1/2' PiPE = 3' 6. ALL TRAP ARILS LUST BE SUPPORTED WITH 3/4' YINIYUY BEARING, 2PIPE =5' 0'/ 3' PIPE = 6' 0'. 7. ALL PLASTIC PIPE MIST BE "WED AT INTERVALS OF NOT MORE THAN 4' 00. 17. PLASTIC LAVATORIES, WATER CLOSETS AND KITCHEiI SINKS ARE NOT ALLOWED. G W HORIZONTALLY INSTALLED PLASTIC PIPE DOER 2' SMALL BE SUPPORTED AT 3' 0'. 18. AUTO VENTS ARE NOT PERMITTED IN: NY,NJ,ID.RI.CT, t MA.HERM ��� e^ m 8. BASEMENT YODELS SHALL BE PROVIDED IN FACTORY It A 2'VENT SLIM BELOW 19. EACH DWELLING WIT SHALL HAVE ONE WIN 3-VIN STACK FROM BUILDING DRAIN � o s � � iSr FLOOR, TCAPPED A LABELED. TO AMROOF. STATE APPROVAL " "�gg'S 40- ``77 O J 9. HORIZONTAL. TO HORIZONTAL AND VERTICAL TO HORIZONTAL DRAIN GANGES IN 20. ALL BATHROOM FLOOR MATERIALS t SOWER/BATH WALL MATERIAL AM ADHESIVE 4EiL W �- DIRECTION SHALL BE 45' TIES, LONG SLEEP 90' ELSONS, LOW SWEEP TY'S, SHALL BE WATERPROOF. a I@ 11 6TH. BIN ORISBN KENOS, APPROVED COBINATIONS OF THESE OR EQUIVALENT 21. TUB SHALL NOT BE WET VIM DOWN STREAM OF A VC, LONG SWEEP FITTINGS. SOT SWEEPS PERMITTED IN SINGLE WW HORIZ. TO 22. BATHTUBS INCLUDING GARDEN, WHIRLPOOL 1 HOT RBS TO HAVE 1 1/201DF OVERFLOW, VERT. CHANGES IN DIRECTION A ON 3' OR LARGER. 23. PVC A ABS WHEN MIXED SHALL HAVE A MECHANICAL CONNECTION t NOT BE COWED. = 10. DISWASERS GLMDT DISONRGE INTO GARBAGE DISPOSALS. 24. IST FLR FIKiIOES TO CONNECT INTO HORIZONTAL BUILDING WADI 00 RO PIPE � 11. TRAPS SMALL BE PLACED AS CLOSE AS POSSIBLE TO FIXTURE OUTLET, DMETERS DOWNSTREAM OF STACK BASE t M07 COiECT INTO 2ND FiJi DRAIN STACK, MAXIMM LENGTH FROM FIXTURE OUTLET TO TRAP WEIR IS 240. ___ �_._._ _- I o SUPPLY NOTES : 25. fLOOR'PEiETRATIONS FOR SUPPLY LIiES ARE TO BE FIRESTOPPED 1 WHOM IN ` ` gild 1. ALL WATER A DRAIN LINES ARE SAGGED TFRU FLOOR OILY, FOR FIELD OOWLETION. FIELD WITH MATERIALS EQUIVALENT TO CONSTRUCTION MEMBERS IT PBEiRAiFs !BE f 2. ALL POTABLE WATER LINES ARE TYPE 'L' COPPER OR GALVANIZED, PLASTIC SUPPLY SUITABLE TO PiK MAITRiAL (MTS 717.4). ALL GAIN LINES ARE 71 BE NAD DOc: c�• PIPE IS NOT APPROVED. SEPARATE Silo CAVITIES. ' " j R «. 3. RODENT PROTECTION SHOU,D BE FIELD APPLIED Ai LATER ])II.ET WALL PGETRATIONS. 26. W.C. BALL COCK TO MEET NYS. 902.3H. 4. ALL VALVES ARE GATE OR ANGLE TYPE. 27. FACTORY INSTALLED WATER NEATERS:40 CAL OR 82 CAI.. WHEN ENCLOSED AN ACCESS d co c > 5. ALL HOSE SIMS ARE 3/4'NON-FREEZE TYPE OR DRAIN VALVE. PANEL IS SUPPLIED, PROVIDE DOOR ON PANEL IS LARGE ENOUGH TO REPLACE NEATER. 0 o i CL - c 6. WATER WATER SBIPLOOSE BY PLH,INSTALLED BY BUILDER (BS11T);B( PLA (CRAWL). DO NOT PLACE ACCESS TM CLOSET. SPACE FOR WATER HEATER SIMI. BE PROVIDED ° 7. NO PLUNGING IS DOE IN FACTORY BELOW IST FLOOR. CONNECTIONS BELOV IST FLR IN.PLANT. INSTALLATION SHALT. BE PROTECTED FROM FREEZING. O BY BUILDER. ACCESS IS BY MISSION OF CEILING DRYWALL OR FLOOR DECKING. 28. NO FUEL BURRING WATER HEATERS IN OR OFT SEEPING, BATH OR TOILET ROOMS. S. PLUMBING TAILS ARE NOTCHED TO SUPPORT HORIZONTAL PIPING. 29. PRESSURE TEMPERATURE RELiEF VALVE SHALL PIPE TO A VISIBLE AIR GAP AT FLOOR20 9. EQUIVALENT FIXTURES A MECNNICAL EQUIPMENT MAY BE SUBSTITUTED IF NORMALLY IN THE SAME SPACE AS WATER HEATER. WHEN WATER HEATER IS ON IST OR 2ND FIR LU o FURNISHED OR SPECIFIED EQUIPMENT IS UNAVAILABLE. SBSTITUITION MUST MEET A PAN SHALL BE PROVIDED 1 ITS DRAIN SHALL PIPE BELOW iST FUR (DRAIN d ii NYS REFERENCE STANDARDS. PROVIDED IN PLANT FOR 2ND FLR WITS). DRAIN SHALL PIPE L DISCHARGE I- Z 10. ANY VERTICAL COPPER TUBING TO BE SUPPORTED 4' 0' O.C. INDIRECTLY TO A HAZARD FREE POINT. 11. COPPER DISTRIBUTION SUPPORTS: AT THE BASE t AT EACH FLOOR NOT EXCEEDING - to cv > `' 10' 0' ON CENTER (VERTICAL). MAXIMUM EVERY 6' 0' (HORIZONTAL). GENERAL NOTES : � o > 04 0 _ 12. WHERE 000E PERMITS,-SHUYOFF VALVES MAY BE INSTALLED BELOW FLOOR t/ ACCESS. 1. FIELD INSTALLED PIPING BETWEEN 2ND 4 IST FLOORS, BATHROOM TILE A FREEZE Z p '� 13. 4' MIR.ORAIN 1 3/4'.MIN._HOT N COLO SIIPPLT LINE TO BE USED FOR FIELD. PROTECTION OF CRAWL SPACE PIPING PLUS ALL NOW DONE ON SITE SHALL BE iU to j` M ' Cc AP"PROV"ED BY THE LOCAL BUILDING CODE OfORCE'MENT OFFICER. PIPING SRI BE W . o 0 WITH 1/2' SUPPLY FROM VAIN SERVICE TO INDIVIDUAL FIXTURES. � � ` c. � (i' COLD WATER SUPPLY VITH DISHWASHER). FIELD TESTED PER NYS CODE 907 BEFORE CONCEALMENT. IL C Z '' 14. SOWERS BALL LE EQUIPPED WITH AN ANTI-SCALD DEVICE. SFOIERS SHALL BE 30' 2. ANY STRUCHAUL MEMBER SUBJECT TO HOLE DRILLING, CUTTING OR NOTCHING SHALL Q U Q �- o' YIN. EITHER SIDE. CLEARANCE IN FRONT OF SHOVER OPENING SALL BE 24' YIN BA LEFT [N A SAFE STRIGTNKtAL CONDITION BY BEING REINFORCED, REPAIRED OR CL m c; '-' a Tit -1 s n CLEAR SPACE. REPLACED ALL IN ACCORDANCE WITH THE SiRIICiIWUAL REQUIREMENTS O THE CODE. v ' 15. HORIZONTAL COPPER PIPING SHALL NOT BE SOFT COPPER. 3. CONCEALED PIPING IN UNHEATED AREAS BNLUDING OUTSIDE WALLS SHALL ff Q ± r : 16. PLUMBING FIE ACCESS PANELS WILL BE PROVIDED PER APPLICABLE CODES. PROTECTED AGAINST FREEZING IN PLANT. PIPING SHALL BE KEPT OUT OF U11 TED CL o m E 17. FLOOR JOIST NOTCES MAY NOT EXCEED 1/6 OF JOIST NOTCH DEPTH AND MAY NOT AREAS WHERE POSSIBLE. Q - � j T = � � •• a ;.., OCCUR IN_YIOOLE 1LOF SPAN. HOLES MAY NOT EXCEED i/3 DEPTH OF JOIST AND 4. JOINTS ARM PLUMBING FIXTURES SMALL DE MADE WATERPROOF AT FLOORS. TAILS O (L :a > o MUST OCCUR 2' IN FROM EFT-HR EDGE. AND CUTTERS. TOILET TAW EXCIUDED. rL p " O 18. SILL COCKS A FOSE BLOBS BALL BE EQUIPPED WITH PERMANENT VACUUM BREAKERS. 5. IN PLANT FIXiM DRAINS 1 ALL OPEN PIPE SHALL BE LABELED A CAPPED, PLACED E � ccs o 19. ALL MATERIALS ANO FIXTURES ARE iN COMPLIANCE WITH ACCEPTABLE STANDARDS. OR PROTECTED IN TRANSPORT. P v w (UNE STATE O NEW YORK PART 1250 REF STD) 6. ALL COVERED FLUIBI146 TO 8E TESTED IN PLANT PER NYS CODE 907. N0 PLUMBING --ot' y 20. KITCHEN SINK, TUB 1 SHJVER TO BE EQUIPPED W/ OUTLET DEVICES WHICH LIMIT SHALL BE COVERED BEFORE TESTING. rM 0- o R HOT WATER TO A MAX OF 2.5 GPM (LAVATORY 2 CPN MAX.) AT 80 PSI AS PER NYS 7. FIRE STOPPING BALL BE PROVIDED BEFORE IT IS COVERED OR CONCEALED Q Z i2 m Q ENVIROMAEMAL CONSERVATION LAW $15-0314.2. WATER CLOSETS SHALL BE INCLUDING BEFORE BEING CONCEALED DURING PLACEMENT. o MAXIMUM 1.6 CAL. PER FLUSH. 8. EITHER 6'-0' HIGH FIBERGLASS SHOVER A BATH (W/ SHOVER) WALLS OR 6'-0' HIGH !R 21. HOT WATER HEATER INSTALLATIONS SHALL MEET THE REQUIREMENTS OF NYS MOISTURE RESISTANT GYPSUM WALL PROVIDED IN FACTORY FOR SITE APPLIED TILE 3 9 CODE 902.6; NYS ENERGY CONSERIATION CODE CONSTRUCTION RODE SEC 7813.33; OR 6'-0' HIGH MOISTLRE RESISTANT GYPSUM WALL PROVIDED IN FACTORY. , NATIONAL STANDARD PLLIBING CODE 10.6 (SAFETY DEVICES) EXCLUDING MATERIALS. 9. PIPING BALL BE FIRE STOPPED WHERE REQUIRED BY NYS. CODE 717.4 OR 139.6 22. TUB/SHOWER HOSE SPRAY (IF PROVIDED) SHALL HAVE BATH SPOUT A VACUUM BREAKER. WITH MATERIAL EQUIVALENT TO CONSTRUCTION WHICH lT FENETRATES 1 AN SUITABLE Q 23. LEAD CONTENT IN SOLDER A FLUX FOR COPPER TUBE JOINTS WiLL BE 0.2E MAXIMUM. 10 PIPE MATERIAL. t O 24. PLUBiNNG TO CONJFCRV TO THE NYS UNWORN FIRE PREVENTION BUILDING CODE. 10. PIPING BELOW IST 1 2ND FLOORS SUPPLIED A FIELD INSTALLED BY BUILDER. a `- 1 0 0 r T y S O QPI CA Tr ti T M M � s m LOAD CALCULATION x $ �5PFS PVFS r o n o rNn �smoa < _ 4iG - a tiaoe (REF . TABLE 220-30 N . E . C . ) r orr�i* � 9ra- . ccs ra m m � a a r o a r M mxamc> mz s � zrr" T � r DATE: 2/ 10/94 MFG: PLH CORP Qc � r m mz z a .. a m9r <n m z o a m m a = BY: WDS. MODEL: TWO STORY o a F; m m� --1 y AIR CONDITIONING (100%) )( CENTRAL ELECTRIC SPACE HEATING [ —X . 651 LESS THAN 4 SEPARATELY CONTROLLED ELECTRIC SPACE HEATING UNITS [ —y .65] FOUR OR MORE SEPARATELY CONTROLLED 2600 ELECTRIC SPACE HEATING UNITS [ 6500)( . 401 *USE THE LARGER OF THE AIR–CONDITIONING LOAD OR THE DIVERSIFIED DEMAND OF THE HEATING LOAD . OTHER LOADS: WATTS OR CIRCUIT WIRE (W/G) VOLT—AMPS AMPACITY SIZE GENERAL LIGHTING [99D X a] 2850 15/20 14/12 SMALL APPLIANCES [ _ L :15001 3000 20 12 LAUNDRY [1500 WATTS] 1500 20 12 FURNACE NA NA NA DRYER 5000 RO 10 WATER HEATER 4500 25 10 RANGE 12000 40 8 : DISHWASHER 1200 15 14 GARBAGE DISPOSAL 600 PO 12 WHIRLPOOL OTHER 30650 SUBTOTAL 10000 FIRST 10 KW 01 OTHER LOADS @ 100% 20650 8260 REMAINDER OF OTHER LOADS @ 40% [ 7-. 401 2600 ELECTRIC SPACE HEATING TOTAL CALCULATED LOAD 20860 REQUIRED 20860 86 . 9 SERVICE SIZE / 240 = AMPS INSTALLED 200 PANEL SIZE AMPS Rev . *3/28/88* aem Form/63 R-45 m P.E. APPROVAL DEPARTMENT OF STATE --+ LIMITED TO F4CFOR CODES DIVISION c r l"T PORTION ONLf ALE?ANY,.?.lY 12231-0001 � — 3 � Stam of A rovat ft r o S.";,;; orn ir?odal or Component -r� r Al P PP $ © 361 -96 - wo--- ..- M D36 I of 9 Oo D -- C —,l O m + �a rtn Application Na. t,A,:.:.;:. `u;` :;,;'s No. Date of Approval � NOTICE-This approval is 2ppi:ablo o :h:to those components of tho factory manufac- O -n X �„ m lured buildings that are fabricaued and as>embled at the'factory manufaclurer's tacitly. z This approval shall not relieve the manufacturer Ir m responsibility for deviations, l p D o ?° err rs omission J�2., e, pro d currents. O r Z( Lr s� n3N7�`oa'. _ BY PAGE SUBMISSIOIt ® DRAWNBr. a BATE 06-07--94 SCNO: ILIVJ PENN LYON HOMES CORPGpATION REVISED BY., �,TE SCALE F, NA g T W O STORY sr1,ELl V P.D. BOX 27, AIRPORT IaAD CHECKED BY: DATE DISK NO: ��® SFII 374-4, PA 17070 SUMER CLIENT: 17171371-4001 800-7881751 DRAWING: LOAD CALLSIw MODEL NAME: TWO STORY ENGINEERING DEPARTMENT PROD NO . : SIZE: 27 ' -0 " X 28 ' -0 ° HEAT LOSS FORM INSULATION SICEWALL: .076 CEILING: .032 FLOOR: .048 ROOM NAME DINING KITCHEN BATH LIVING BEDROOM BATH BATH BEDROOM BEDROOM ROOM 03 ROOM 11 f2 #1 03 •2 ROOM SIZE 11' X 14' 11' X 14' 6' X 14' 28' X 14' 15' X 14' 7' X 14' 6' X 14' 16' X 14' 12' X 14' CLG . HEIGHT 9 ' 0" 8' 0" 8 ' 0" 8' 0" 8' 0" B' 0" 8' 0" 8' 0" 8' 0" EXT . WALL 250" 11 ' 0" 20 ' 0" 56' 0" 29' 0" 7 ' 0" 20 ' 0" 30 ' 0" 26 ' 0" Q T=70 UNIT AREA WATTS AREA WATTS AREA WATTS AREA WATTS AREA WATTS AREA WATTS AREA WATTS AREA WATTS AREA WATTS AREA WATTS WATTS ?LOSS LOSS LOSS LOSS LOSS LOSS LOSS LOSS LOSS I LOSS EXT . WALL 0 x200 68 160 448 232 56 160 2401 208 WINDOWS 6.76 30 203 7.9 53 30203 30 203 7.9 53 7.9 53 30 203 15 101 GARDEN I WINDOW 22L SKYLIGHTS 9.0 DOORS 2.73 19. 5321.E 59 CROWN ALUM SGD p VETTER WOOD FR p' MALTA, ANDERSEN SGD & FRENCH OR 7'9 NET WALL 1.56 170 266 81 127 141 220 397 620 202 316 49 77 153 239 210 328 193 302 CEILING 66 ' 210 139 98 65 84 56 224 148 168 111 FLOOR 98 154 151 154 151 84 83 392 385 INFIL . 2.9 x FT ROOM 154 447 154 447 84 244 392 113 210 609 98 285 84 244 224 650 16B 488 WATTS LOSS 1067 778 600 2404 1257 480 592 1329 1002 X STATE MULT 1067 778 600 2404 1267 460 592 1329 1002 REO 'D BTU ' S 3644 2657 2049 8210 4327 1640 2022 4539 3422 ELBB 250/FT 5' 4' 3' 10' 6' 2' 13' 6' 5' HWBB 550/FT 7' 5' 4' 15' S' 3' 1 4' 9' 7' WATTS LOST AT MANUFACTURER TYPE "U" VALUE 70 / So. Fr. WINDOWS: MALTA TPL PANE .33 6.76 STATE MULTIPLIERS ANDERSEN TPL PANE .32 6.56 INTERSTATE TFL PANE .37 7.58 CHELSEA TPL PANE .37 7.58 MO 58 DEG. - x 0.83 KLEIN BOW/bICTURE .36 7.38 NJ 57 DEG. - x 0.81 SUN-TEK SKYLIGHT .44 9.02 VA 54 DEG. - x 0.77 PEERLESS GARDEN DBL PANE .50 10.25 DE 56 DEG. - x 0.80 RI 61 DEG. - x 0.81 DOORS: WV 64 DEG. - x 0.91 TAYLOR INSUL CORE .133 2.73 PA 65 DEG. - x 0.93 CROWN/VETTER ALUM SGD/WD FR .49 10.04 CT 63 DEG. - x 0.90 MALTA/ANDERSEN FRENCH/WD SGD .39 7.99 NY 71 DEG. - x 1.01 BUILDING COMPONENTS: NH 73 DEG. - x 1.04 WALLS 2::4 W/ R-13 .076 1.56 MA 75 DEG. - x 1.07 2114 W/ R-13. 1/2" R-MAX .058 1.19 VT 77 DEG. - x 1. 10 2x4 W/ R-13, i" R-MAX .048 0.98 ME 83 DEG. - x 1. 19 2x6 W/ R-i9 .055 1.13 2x6 W/ R-19, 1/2" R-MAX .046 0.94 2x6 W/ R-19, 1" R-MAX .039 0.80 CEILINGS 16" O.C. W/ R-30 .032 0.66 WATTS LOST AT 16" O.C. W/ R-38 .025 0.51 70 / SO . FT. -U X 70 = 3 . 4149 FLOORS 15" O.C. W/ R-19 .048 0.98 16" O.C. W/ R-30 .033 0.68 ; P.E. APPROV-\L DEPARTMENT OF STATE VMITED f0 (\uDORY CODES !lViS!ON 11- f POH1710N ONLY Stamp of Approv E ',f, Cr Component r Mo3(� 1 - 9(� - oil _- -.�'� .036- (--_ -���-�- 4. 4f. � q O Application No. t^ o. Dat- of ! proval NOTICE-This approval i3 a , , Ic o those c,-mpc;ncn!s of tho f3c:cry n:cnufac. tured buildings that arc fabnc,..ed.,r.;' ..:.er.,Lle -st tl.e tactcry mrinulnc urer'.^t r,;cty. I ' 4 W o x° This approval shall not relieve th manufacturer from responsibility for deviaucns• A09 �2 a errors omission from the a oved documents._ PAGE SUBMISSION TII� T�I'� �7 DUWM Br. JJB DATE: 06-07 94 PRDJ: JSv 1Sv PENN LYON HOMES CORPORATION REVTsm Br. DATE: - SCALE: 9A TWO STORY P.O. BOX 27, AIVOKT ROAD OEOlED BY: OATS DISK Na @LYON P171 374-4GROVE. PA nolo aatB6x tuBrr: P171 �+ doo+ eooafie-as' R`W HEAT LOSS CALLS w Iu R.A. OR P. A AL STAMP ,gyp n�na•4• NE YoR�!%• GENERALLY ACCEPTED STANDARDS MINIMUM DIMENSIONS TO COMPLY T0: PSN °"ti E„ !. FO#ED FETAL PORCELAIIt ANSI Ail2.l9.4N 1984 1. CENTSIDE. WATER CLOSET TO 80TH MALLS SMALL DE 15' NDII11A1. '' ""F, " " ~ 2. FFASTIC TRlaS ANSI Z124.l-1 7 WITH AODENOAI 1124.25-90. 2. WATER MOO TO BE A KINIMl1 OF 4' FROM MAY. 4' " � 1 � r � � Z 3. CEL COATED GLASS-FIORE REDFORCES POLYESTER FEW 3. CLEARANCE IN FRONT OF WATER CLOSET TO BE 21' MINIU. � � ' SHOVER AND Sao RECEPTOR AND SHOWER STALL: ANSI 1124.2 1967 4. C.EAINNCE IN FRONT CL SHOWER IS 24' MINDW. ••�sFo .o ': = 'e a a a WITH AOOEA N Z124.2a-90. 5, ROM SHALL BE 30' MDNDOA DIMENSION FROM SIDE TO SIDE AM • pR° E s`oa °°° � 4. STAINLESS STEELFIXTM ANSI AH2.3-1987. HAVE A NINDIAI FLOOR AREA OF 1024 SO. IN. STATE APPROVAL STAMP 5, CHIMA FiTlill I ANSI A1i2.19.2W-1990. In [ a 6. SODER IS 99.8% LEAD FREE ASIR 832-93 FOR STIFFLY PIPING. Iloilo 7. ALL COPPER TOS IS TYPE L G K ASIN MB-931CWM DWY ASTM 8306-92- a. CONECTIOIS BELOW FIRST FLOOR BY BUILDER. 9. PVC PIPE ARD (ITTM - SM. 40 ASTM 01785-91 AND ASTM 02466-90x. 10. PVC CEMENT - ASTM OM-1a. !1. ALL CIV 6 SU'FLY LINES SU'POATEO BY METAL STRAPS EVERY 4. 0' �-- —� -- - 12. VINYL ROLLED GOODS ON BATHROOM FLOORS. 13. FELIEF VALVE ANSI 221.22-86 f _ } lilt ilt > gig � E dg CL E v ? L t, VAUM RELIEF VALVE z 9 AEEDED MIEN TAN( IS VAGAAI RELIEF VALVE c/) O {` ABOVE FIXTLFE OUTLETS. LOCATED 6' ABOVE TOP Q �� c-,j E ' L _ �/�((�((�ljj��/► VACU,M RELIEF 0r WATER HEATER. I- O d �J t! 1 cr c E m. VALVE L E s . - ,� HOT TL=PSE 6 ! cs aho ISOLATION PRESSIAE RELIEF AIR GAP Q Q ? i s m VALV VALVE 2' MINIM a Ct] It TO FIXTIAES p Q O Z::. ''i ` m 3/4' t ER c p J LINE1 > A E W ` " L �SUE RELIEF TO © O G s r i oHAZEDOS LOCATION CL - MELLING UNIT E 6 0 `mo-g a o VALVE :a — o w = -WHEM WATER TER IS 2' AIR .Q 0 ON IST OR 2ND FLOOR A GAP Q z Z-! d <� PAN (METAL PAN FOR DRAIN IN PAN AT FUEL BURNING TAN) G FINISHED FLOOR GRAIN TO CLLON 1ST FLOOR PMESSLRE RELIEF LINE PROVIDED IN FACTORY. AT FDNISWO FLOOR m WATER HEATER FOR CRAWL SPACE TYPICAL TUR FILLER - AIR GAP O SEE PAIS 10A SLPFLY NOTES 021, 27, 28 d 29 HOT TIB/ WHIALPO% / GNHIEN T � UB J SEE VENT T18U PLUMBING SCHEDULE R.A. OR P.E. APPROVAL STAB� c z �, ROOF DETAIL PGAO - ey° � 1. 1 1/2' PIPE Q O 3, I� 2. 2' PIPE > C VENT 3. 3' PIPE G U- O S 0S,p Q GRAIN 4. 1 1/2' COUPLING C- O 2 ® 5. 2' COUPLING 1 2' 6. 3' COUPLING Q O '� ,z^• 22 22 / \. 34 O d- m 7. 2' z 1 1/2' REOUCING COUPLING 34 8. 3' x 2' REDUCING COUPLING Lu -� � s� 4 353 2' r 9. 3' ROW FLANGE n - J r` OF New+° a- 2' 13' I 10. 4' x 3' CLOSET FLANGE cr 2' 11. 1 1/2' x 90 LONG SWEEP ST YAL STAMP TLB s SHOWER 12. 2' x 90 LONG SWEEP OCT 2 2 m c~n 2,I 22 34 - 6 FLOOR CUT-OUT 13. 3' z 90 LONG SWEEP r 2 2. I f f/2' 14. 1 1/2' x 45 GM VANITY 22 15. 2' z 45 ELBOW 22 11 j 2' . I 16. 3' z 45 ELBOW 34 1 ® 12'� 17. 2' x 2' x 2' LONG TUN TY (LTM � VANI ® TLB � � 18. 3' x 3' z 3' LTTY - - ------ ~ 22 f0/C 26 3, 2 32 �I� Grp 19. 3' DOUBLE LITY �j 20. 3' z 3' x 2' x 2' DBL SANI-TEE g o SHOWER 32 44 13/Cl2• if bfSr byp 21. 1 1/2' SANI-TEE - m. 32 2 1)2 2 i 1 13 9A 3 ON SBITE C 2. 2' SANI-TEE ION 23. 3' SANI-TEE C E a 1 34 12' FIELD) 24. 2' x 2' x 1 f/2' SANI-TEE xu = 2' 1 25. 3' x 3' x 1 1/2' SAWI-TE O= z` 's - 3. I 26. 3' x 3' x 3' x 3' DBL SANI-TEE v a 8 I 1 TUB 6 SHOWER ; s p 27. 3' x 2' x 2' SANI TEE .- c �� SIWW®® (FIELD) 18 2r 3'x 3'z /'x 2' FIRE STOPPING 28. 3' x 3' x 2' SAKI-TEE DETAIL 29. 1 1/2' P TRAP E '� ON-SITE CONNECTION 1B 30. 1 1/2' CONT WASTE W \(�j . ' `' ? a z® �f IBY BUILDER) ® W/C TO 31. TUB OVERFLOW H c NOTE: (FIELD) VANITY 10 IN 32. 2' P TRAP Q (FIELD) IELD)(FF-AREAS LABELED O 33. Y-�IANCFI TAIL PIECE co ARE INSTALLED ON-SITE 34. 2' x 90 ELBOW 49 t„ BASEMENT VENT BASEMENT VENT MAY 8E DELETED WHEN 35. 1 1/2' x f 1/2' x 1 1/2' LTTY NOTE EACH FIXTLBE INDIVIDUALLY VENTED. (CAPPED OR PLUGGED) [0.0T}W S XASFIFA IS ON IST OR 2ND FLA. - 36. 3' x 3' x 2' LTTY ZO > O 37. 2' x 2' x 3' LTTY W U; 38. 3' z 90 ELBOW } 39. 1 1/2' x 90 EE60W VANITY 1/2' 40. 1 Or x 3' INCREASER Q Ui 3/4' FIELD PLUMBING SUPPLIED & INSTALLED 41. 2' DBL SANI-TEE U J W/C 42. DBL FIXTLK FITTING LONG TURN p Q p 1/2' W/. TUB ON-SITE BY BUILDER. 43. 2' z 2' x 1 1/2' z 1 1/2' SAKI-TEE Q 1/2' SHOWER 44. 2' x 3' INCREASER o VANITY f/2' 45. 3' x 3' x 3' z 2'S.I. SANI-TEE w t . SIN( O _O i ; : > o CC 3/4' 1/2' 3/q• ON-SITE CONNECTION � - :d � m o 1 - 01Y BUILDER N v (j ,o .9 r VANITY W/C ' IFIELOI M a t o f V} ' p fl p 3/4v o C0L0 Q Z .2 `m O FqT (FIELD) 3/4' (1' W/ DISHWASHER OPTION) S IFIELDI SEE PLAN SHT. 2 0 �} N ON-SITE CONNW:CTION (BY BUILDER) (FIELD) U w O 6 PLUMBING SCHEDULE 30- P.A. OR P.E. APPROVAL STAMP ON-SITE CONNECTION SEE VENT THflll _i G Z >me<oaiy 38 (BY BURDEN ROOF DETAIL P6.10 f. f 1/2' PIPE U d S��°<r 9 v 2. 2' PIPE L C (FIELD) SO9 G 3' 3' u_ d 3 m 1 n� 3. 3' PIPE 4. f 1/2' COUPLING O L- 44 c� 44 / 3' 26 GRAIN 5. 2' COUPLING F- Y_ * rZ 2' �23 3' ® G. 3' COUPLING Q 0 $ 2. NOTE, 7. 2' x 1 1/2' REDUCING COUPLING °L 7353 w 44 I 34 ANEAS LABELED (FIELD) B. 3' x 2' REDUCING WRING 34 ./' O22 I I ARE INSTALLED ON-SITE D- - -, 9. 3 ROOF ELAINE I i 3. I f0. 4' x 3' CLOSET FLALGE 0 o 2' I 3-1 I I2• NOTE- EACH FIXTURE INDIVIDUALLY VENTED. 1f. 1 1/2' x 90 LONG SWEEP AL STAMP l 2 2 g ,-- 2' 12. 2' x 90 LONG SHEEP 9i ig 9i ig� 13. 3' x 90 IN SHEEP 3 vcu 28 2' 2'I I 34 1 ® BOW I TUB G SHOXEN f4, f i/2' x 45 EL 4 I VANITY 222 15. 2' z 45 ELBOW 4'144 1 34 I I FLOOR CUT-OUT i6. 3' x 45 ELEM 10 22 2' 12' I 2 2' 17. 2' x 2' z 2' LONG TURN TY (LTTY) �- W 2' 32 22 {{ ® 23 18. 3' x 3' x 3' LTTY - f0 15 I 19. 3' DOABLE LTTY TUB 2' ITY3q IC 42 I2 �j 20. 3' z 3' x 2' % 2' O0. SAKI-TEE _ g 32 VANITY 3 ✓/2 ? 21. ! 1/2' SAKI-TEE O 44 >o SfRSTUB 13 f! G � 6yp 22. 2' SANI-TEE3 32 13 ON-SITE UNCTION � 23. 3' SAKI-TEE «, � 5, 0- 3' 3' (BY BUILDER) d{y� 2. P 24. 2' z 2' z 1 1/2' SANI-TEE i? ( 2 ffIEID) �) 25. 3' x 3' x ! i/2' SAKI-TEE c i �= , a 6 13 3' 22 26. 3' z 3' x 3' x 3' DBI. SANI-TEE O a 34 E IFIELD) 27. 3' % 2' x 2' SWI-TEE 1 u SB 2' 28. 3' z 3' x 2' SANI-TEE £ a VANITY V 5 1 J CR ie 36 TUB & SHOWER 29. i f/2' P TRAP ® FIRE STOPPING 30. 1 1/2' WOW O T n p y o ON SITE CONNECTION 31. TUB OVERFLOW (BY BUILDER) SIN(O TO DETAIL 32. 2' P TRAP ~ v W/C 36 (FIELD) MAIN ¢ c ffI0.➢1 33. Y BRANCH TAIL PIECE � Z C E 34. 2' % 90 ELBON _ O I BASEMENT VENT MY BE DELETED WHEN 35. 1 1/2' x 1 1/2' x 1 1/2' LTTY W 5 N BASFRENf VENT � j r! .- Ofd-SITE CONNECTION (CAPPED OR PLUM) [CLOTHES WASHER IS ON SST OR 21D FIA•] 36. 3' z 3' % 2' LTTY 37. 2' x 2' x 3' LTTY LU } M 3B. 3' x90 ELB011 (8Y BUILDER) W w (FIELD) q• 39. 1 1/2' x 90 ELBOW F- 0 >: ` O �r a 40. 1 1/2'X 3' INCREASER LL O Z :. =; m 3/d' AMITY 1/2'.. 41. 2 DBL SAKI-TEE d U/2 ' „ = a CO/3/4' \, W/C W/C 42. DOL FIXTURE FITTING LONG I" 1L J >1/2' 1/2' FIELD PLUMBING SUPPLIED 6 INSTALLED 43. 2' x 2' x f 1/2' z 1 1/2' SANI-TEE O Q U o 0 1 z'TUB1/2' ON-SITE BY BUILDER. 44. 2' x 3' INCREASER u- ` = 3 q' VANITY 45. 3' x 3' x 3' z 2'S.I. SANI-TEE VANITY 1(2' _ 46. 3' z3' z3' x3' z2'S.I. SAKITEE w SHOWER O . ' •_ '« > ,? `Oj O W S` ' VANITY j/3/4, f/2' ON-SITE CONNECTION L. "v o SitV ' 3/d' wa' t (BY BUILDER) 1FIi3➢t N U ci SINK (FIELD) Q - a @ Q W/C -SITE CONNECTION O ON 18Y BUILOFA) 3/4' 3/d' IS' W/ DISIMA%ER OPTION) (FIELD) (FIELD) (FIELD) SEE PLAN SHT. 2A H ({ Zz `C�jS y COLD ON-SITE CONNECTION JOY BUILDER) NOTO (FIELD) a ri 1/2' PLYWO. HINGE SEE INSULATION J G Z R.A. OR P.E. APPROVAL STAMP 6X6X26 GA GALV. PLATE PLATE SCHEDULE PAGE 190 >Q ` O 3 12 d AT EACH TRUSS 2X6 SUB FASCIA 3' x 6' x 0.036' OR OSA C-; BUILDING COMPONENTS (FIELD) TRUSS PLATE BAFFLE 1/2'x2' PLY. OR 0S8 STRIP O u p °� t� 9 9 2X6 SUB FASC A 6' ALUM. FASCIA BY 'GANG NAIL' 1/2' OflYNALI CEILING Of cl Be ALUM. VENTED F--• = �c FASCIA 1/2 PLYWOOD !X3 NAIIEA 1/2' PLYWOOD 9r SOFFIT FLOOR JOISTS p a ► ° T F. 1X4 NAILER OR OS8 STRIP VENTED SOFFI OR OS8 STRIP �C,� SHEATHING / W ` F- w ASPIDGING T 16/24'O.C. -16 0 NAILS AT 16' (2,713 SO.IN./SO.FT.) yF OLID WOOD p_ — J 353 VENTED SOFFIT O.C. TO PENETRATE A-13 HALL $ -- s pe a 3 (2.113 SO.IN./SO.FT.) NAIL STUD (FIELD) 10' STANDARD kl INSULATION m ' t OF N W VINYL / FOR 24'AND RD FOR 3-16 d TOE NAILED OCT 2 ' 6' STANDARD FOR STATE APPROVAL STAMP "- ALUMINUM 27' Be WIDE AT EACH TRUSS TO 2 � 9 J CHANNEL THE TOP PLATE FOLDING OVERHANG STANDARD FIXED OVERHANG EXT/INT WALL INTRSCTN CONSTRUCTION SCHEMATIC STEEL INT PARTITION IMG 1X1,NAILEfl G JOIST HANGAS 16 d TOE NAIlEO 2 16' O.C. - 8 SECTION VIEN BOX $ a STEEL iX2 NAI NFG. METAL o s DOUBLE SPF }1 U3UBLE JOIST 8 1 24 INT. NON BEARING ENO OF HOUSE (SANE SIZE AS TD. HANGEflS 2 2X10 SPF i2 121' I PARTITION JJJ^ BOX �� « g o f J JOIST STEEL JOIST STD. GABLE 12 y a 1 4 c FLOOR JOISTS) OPTIONAL O o �Ga SPLIT STANDARD STANDARD HATING BEAN 16 d TOE-NAILED NIN6ED GABLE 4B E a _ 41 '• `o STAIR STAIR STAIR 24' O.C. O 4 , = t ® PIAN VIEW NAIL ON ELECTRIC BOX U c n (CASE 1) (CASE 2) _ „ - INTEflIOR NON BEAfiIN6 O a n o f STAIR FRAMING WALL FASTENING RECEPT• ITCH MOUNT GABLE TRUSS OVERHANG W _ = a ) 3 X10 X26 GA GALV. NTL. STRAP WITH 2-16 d NAILSQ o 3-80 NAILS EA 3-f2 d NAILS IN EACH TAM FOR TRUSSES AT 24' O.C. 10 d NAILS AT H Z c n E GUSSET EA SIDr 3-6 d NAILS ADD 1 1/2'X26' GA GALV. 12' D.C.[FIELD) O REO'0 FOR TRUSSES u cli T7 FIELEACH END SNL. STRAP WITH 3 6d 2-i6 d NAIL EACH TfDSS O — cvkuf IA. BOLT SPACED 24'OC ONLY > r I @ 4-560 NAILS EA ' CLEARANCE EACH SIDE) 1 1/2'X26 GA GALV. �� 1 EACH MEMBER (FIELD) H } r n c Z ... O >. STEEL STRAP / 1 Ch - JOIST G EA STRAP i ( 2-16d NAILS EACH W 2-8 d MARS IN o X KNEE WALL (FIELD) W GUSSET 1 1/2'X 26 GA TfX1SS ¢ O aGALV STOC L STRAP 7 w _j• SEE FOl0IN6 OVEAFIANG OC Qo r'PEA 3-16 tl NAILS e o _ : JDETAIL IN THIS SHEET. rLi6-16GA. STAPIING Q o 2 w EA STRAP JOIST. 24' NIDE FIELA INSTALL TOPNAIL 27' B' NIDE O cr0 a p a TYPICAL RAFTER ROOF-TIE DOWN 5/ 12 6/ 12 ON SITE ROOF ERECTION E _' o = � a'E _p .ro ~ vr� p 4A M U () S L J FIELD NOTES Q Z z! m Q z 1) ADJUST ALL DOORS FOR PROPER FIT. N 2) ADJUST EXT. DOORS AND SILLS FOR PROPER FIT. s 3) SEE ROLL-ON & CRANE ON INSTRUCTION TO SET HOME. M COMPLETE ROOF SHINGLES AND CAP. 4) COMPLETE END SIDING APPLICATION. 9) COMPLETE PEAK GABLE SOFFIT. 5) STRAP ROOF. 10) COMPLETE INTERIOR MOULDING. 6) BOLT CENTER GIRDER & SECURE COLUMNS. 11) COMPLETE PLUMBING, ELECT.. & HEATING. c-I 7) SECURE HOUSE TO SILL & INSTALL LAST ROW OF SIDING. 12) SECURE HINGED OVERHANG (SEE CROSS SECTION) < a DBL (OR TRPL) 2x10 SPF-S #2 x _j R.A. OR P.E. APPROVAL STAMP DBL (OR TRPL) 2x8 SPF-S #2 DBL (OR TRPL) 2x10 SPF-S #2 OBL (OR TRPL) 2x12 SPF-S #2 < Ir OR BETTER CENTER GIRDER OR BETTER CENTER GIRDER > `°"� OR BETTER CENTER GIRDER OR BETTER CENTER GIRDER a r�a�0` " ,� i my 2x i0 SPF-S #2 2x8 SPF-S #2k2xPF-S #22x8 SPF-5 #2 oTER 16'OC ci w 53ui OR BETTER 16'OC OR BETTER 16 OC OR BETTER 16 OCaP� W�0Cl 1.5'x2' MICRO-LAM0 cm 2' MICRO-LAM STATE APPROVAL STASH JOIST HANGER JOIST HANGER- LEDGER:STRIP ER STRIP OCi 2 2 1996 Z1-16d NAIL 4'0CAIL.4'OC � j SEE PAGE #9B FOR j SEE PAGE #9B FOR SEE PAGE 19B FOR SEE PAGE #9B FOR 0 FASTENING SCHEDULE FASTENING SCHEDULE FASTENING SCHEDULE FASTENING SCHEDULE 2x8 JOISTS 2x10 JOISTS 2x8 JOISTS 2x10 JOISTS ---- -"- - 8s W/ 2x8 GIRDER W/ 2x10 GIRDER W/ 2x10 GIRDER W/ 2x12 GIRDER _ - l g d - CASE I CASE II CASE I I I 27'-8' WIDE STD RANCH W/ 40 PSF ROOF LIVE LOAD 21'-8' W. RANCH/2-STORY W/ 40 PSF-ROOF LIVE LOAD ALL 27'-8' WIDE MODELS - IST FLOOR LOADING ONLY o 27'-8' WIDE 3-BOX RANCH W/ 40 PSF ROOF LIVE LOAD 27'-8' W. CAPE SHED DORMER W/ 40 PSF ROOF LIVE LOAD 27'-8' W. CATHEDRAL CAPE W/ 40 PSF ROOF LIVE LOAD E 21'-8' WIDE STD CAPE W/ 40 PSF ROOF LIVE LOAD 27'-8' W. 4-BOX GAMBREL W/ 40 PSF ROOF LIVE LOADo 27'-8' NIDE 3-BOX GAMBREL W/ 40 PSF ROOF LIVE LOAD 27'-8' W. 2 G 2 1/2-STRY W/ 40 PSF ROOF LIVE LOAD U M/W GIRDER HAXIMlA4 COLUMN SPACING M/W GIRDER MAXIMUM COLUMN SPACING MIN GIRDER MAXIMUM COLUMN SPACING C11; 11 MEMBERS DOUBLE MEMBER TRIPLE MEMBER MEMBERS DOUBLE MEMBER TRIPLE MEMBER MEMBERS DOUBLE MEMBER TRIPLE MEMBER Q o 2x10 SPF-S #2 5.697 FT. 7.354 FT. 2x10 SPF-S #2 4.884 FT. 6.305 FT. 2x10 SPF-S 12 8.563 FT. 11.054 FT. cn p 2x10 SPF#i/#2 6.153 FT. 7.943 FT. 2x10 SPF#i/#2 5.275 FT. 6.810 FT. 2x10 SPF#i/#2 9.249 FT. 11.940 FT. p C\i „ ,; 2x10 SYP 12 6.427 FT. 8.297 FT. 2x10 SYP #2 5.510 FT. 7.113 FT. 2x10 SYP #2 9.660 FT. 12.471 FT. z Q ' p i.5'x9:25'LVL 2-.OE 10.402 FT. 12.766 FT. 1.5'x9.25'LVL 2.OE 8.919 FT. 11.514 FT. 1.5'x9.25'LVL 2.0E 14.425 FT. 17.102 FT. w u s 2x12 SPF-S #2 b.bOb rf. 0.528 FT. 2x12 SPF-S #2 5.664 FT . 7.312 FT. 2x12 SPF-S #2 9.929 FT. 12.819 FT. - > 2x12 SPF#i/#2 7.135 FT. 9.211 FT. 2x12 SPF#1/12 6.117 FT. 7.898 FT. 2x12 SPF#1/#2 10.725 FT. 13.846 FT. < p Q0 2x12 SYP #2 7.532 FT. 9.723 FT. 2x12 SYP 12 6.458 FT. 8.337 FT. 2x12 SYP #2 11.321 FT. 14.616 FT. LU = a i.5'xii.25'LVL 2.0E 12.460 FT. 15.526 FT. 1.5'xii.25'LVL 2.0E 10.683 FT. 13.792 FT. 1.5'x11.25'LVL 2.0E 17.543 FT. 20.800 FT. Q ` o `r -D W o > 115 O s CL :. € �' n O d cis Z L3 A o !A ii a't a abd ~ � J Q "z \ J } Q 0 9 il Q w I a cl STANDARD WINDOW SCHEDULE DOOR SCHEDULE x -1 B.A. OR P.E. APPROVAL STAMP S0. FT. SO. FT. MAX.FLR CODE OPEN ROUGH OPENING MANUF. TYPE REMARKS 'U' �• FT. S0. FT. .6 G O oN CODE ROUGH OPENING NANUFCODE . TYPE REMARKS 'U LIGHT VENT O FT, SIZE LIGHT VENT U 'L A 24210 30 1/8'X37 1/4' INTERSTATE 08L. HUNG .37 4.68 1.92 48 1 3068 38 X81 3/4' TAYLOR- INSUL CORE EXT PASSAGE .133 NIA-- 19.7 G `3�9 2 2868 34 XB! 3 4 TAYLOR INSUL CORE EXT PASSAGE .27 6 11.5 '- 0 c # v B 2842 34 1/8'X53 1/4' INTERSTATE OBL. HUNG .37 8.68 3.78 94.5 3 2868 34181 3/4' TAYLOR INSUL CORE 133 N/A 17.5 C O C 3046 38 1/8'X57 1/4' INTERSTATE DBL. HUNG EGRESS .37 10.76 4.49 112.25 < 3S 2868 33 1/2'X81 1/2' TAYLOR INSUL CORE .133 N/A 17.5 C Q � + F T 0 2852 34 1/8'X65 1/4' INTERSTATE OBL. HUNG EGRESS 37 10.96 4.10 117.5 4 21068 36 X02 1 2 MOHAWK HOLLOW CORE INT PASSAGE N A A A $ 92 1/2'X57' INTERSTATE PICTURE 37 33.92 14.5 362.5 5 2668 32'X82 1/2' MOHAWK HOLLOW CORE INT PASSAGE A NIA A Lt1 {� F- E 3 F 95 3/4'X61 3/4' INTERSTATE CASENNT BON .37 33.92 14.5 362.5 6 2068 261-82 1 2 MOfHAWK HOLLOW CORE INT PASSAGE A N A A d. - -t 0" 3 IN 7 1668 20 x82 ! 2 MOHAWK FOLLOW C� INT PASSAGE A A A � F Hew 6 FUTURE USE 8 2668 32 X82 1 2 MONANK FOLLOW CORE BI-FOLD A A A err STATE APPROVAL STAMP 9 2068 26 X82 1 2 MOHAWK FOLLOW CORE BI-FOLD A A A OCT Q 2 1996 99 H 10 4068 49'X82 1/2' MEN HOLLOW CORE N/A N/A MIA I FUTURE USE 11 3068 53 701 4 TAYLOR INSUL CORE SGL SIDELITE .21 1.25 19.7 > J 1931-1 24 5/8'X36 1/2' INTERSTATE CASEMENT .37 3.96 4.01 49.5 12 3068 W 4 X81 4 TAYLOR IN COBE .21 2.5 19.7 K 1935-1 24 5/8'X41 3/8' INTERSTATE CASEMENT_ .37 4.61 4.67 57.625 13 FUTURE USE z� L 1943-1 24 5/8'X48 1/2' INTERSTATE CASEMENT .37 5.51 5.60 68.675 14 FUTURE USE 15 2660 49'X84 1/2" NOHANK HOLLOW CORE POCKET COCK A A A ------- M 1955-1 24 5/8'X60 3/8' INTERSTATE CASEMENT .37 7.07 7.20 88.375 16 5468 -67%l 3 4 TAYLOR INSUL COBE DOUBLE ENTRY .133 A 35 N FUTURE USE 17 2868 72 3/4'X82 3/4' ANDERSEN S.G.O. PS 6 .3 32.4 15.56 b 0 2331-! 28 J/8'X36 1/2' INTERSTATE CASDIENT WHITE .37 4.86 4.90 60.75 18 2868 72 1/4'X80 5/8' CROWN S.G.D. .45 33.83 18.6E P FUTURE USE 19 2868 71 1/20X80 1/8' MALTA S.G.D. .39 31.43 15.7ri a y 11 20 2868 711/2'X801/2' VMS FRENCH .49 23.9 17.67 p 2355-1 28 7/8'X60 3/8' INTERSTATE CASEMENT EGRESS 3) 8.86 8.80 !10.75 B FUTURE USE 21 2868 71 !/2'X80 1/2' MALTA FRENCHTEMP GLS 39 23.9? 1B.'�" 0 `p g e O � � a ed 22 2668 HOHAWK HOLLOW CORE POCKET DOM N A A A S 09' X 59' INTERSTATE BAY UNIT .37 33.92 14.5 362.5 0 T 228 2868 m"70 MALTA 9' O'FBENCH 39 39.88 18.5? C ' ; FUTURE USE �® 23 3068 991/P7013/4' TAYLOR INSUL CORE 21 2.5 d19.7 ` �l U ®1k'O71/4'X4 3/9' UNIYFASAI TRAP 5/12 .37 4.24 N/A 0 24 3068 1 TAYLOR INSTIL CORE EXT PASSAGE .185 1.3 G O � �V 72'Xfif/4'A4314' UNIVERSAL TRAP 6/12 .37 3.36 N/A 0 25 3068 9541 0!3/4' TAYLOR INSUL CORE SGL SIDELITE .21 2.55 Q c• 3X OWI-B 21 1/2'X21 1/2' WEBS OCTAGON NOPFRABI .31 2.16 N/A 0 26 3068 ®U4'7®1314 TAYLOR INSUL CORE DBL SIDELITE .21 3.8 Ou Y 27 3068 38'701 3/4' TAYLOfl It$Ill COBE 133 N/A A NOT ALLOWED IN 14EW YO10( STATE NOT WITH PART 5 c� - ' I' OPTIONAL WINDOW SCHEDULE z o c�1 O NOTES 1. WINDOWS & DOORS OF EQUIVALENT LIGHT AND VENT 1EGUIREMENT NAY BE SUBSTITUTED } m IL (f3. A SH2414 30' "n37 1/4' CHELSEA - SMG. HUNG .36 . 4.32 7.95. . .49.75 BY FLU, UPON THIRD PARTY INSPECTION AGENCY APPROVAL. A :�i W � b _ a t o o rraa r r n F- 0 °' a tl 5H282[ 34' X53 1/4 ' CHELSEA SNG. HUNG -.36 8.94 4.38 10_ 5 PIABITIBLE SPACE (LIVING. DINING INCLUDING DINING IN KITI•IIFN & SLEEPING) & "X W V G c-. C SH3224 38' X57 1/4' CHELSEA SFO. HUNG EGRESS .36 11.30 5.44 136 RECREATION SPACE SHALL HAVE IN ADDITION TO PRIMARY EXIT AN EMERGENCY USE ^ Q U .r .• p SH2828 34' X65 1/4' CHELSEA SN6. FAX4G EGRESS 36 11.59 5.59 139.75 ENING TO LEGAL OPEN SPACE OF 4 SO FT MIN WITH A MIN OINE1r"ilWl OF 18' 6 A uj d [c3. c ,` MAX SILL HEIGHT OF 3'6' (421). BASEMENT OR CELLAR 4'6' (5481 MAX. ? C3 Q j = V E-0 FOR FUTURE USE 3. WINDOW AREA OF HABITABLE SPACE (LIVING, DINING INCLUDING KITCHEN DINING IF .1 p ' c (n OPTIONAL WINDOW SCHEDULE NO OTHER DINING & SLEEPING SPACE) SHALL ez OF FLOOR AREA FOR NATURAL a LIGHT WITH 4% OPENING FOR VENTILATION MINIMM. IF HOT VENTED MECHANICALLY � w A T2414 30' X36 3/4' MALTA DBL. HUNG .33 4.4 3.3 55 TO EXTEAIOFL BATHROOMS AND TOILET ROOKS SHALL HAVE A MINIMUM OPENABLE AREA O -` „= > o cL 6" - m �, o 'c� 0 r5 B T2822 34' X52 3/4' MALTA OBI . HUNG 33 8.19 5.6 102.5 OF 1-1/2 SO.FT., 3 SOFT. FOR KITCHENETTES & KITCHENS (60 SOFT. MINI SHALL E p a O HAVE 4% OF FLOOR AREA OPT34IN6-FOR MINIMUM VENTILATION. w - a a o - C T3224 3B' X56 3/4' MALTA DBL. HUNG EGRESS 33 10.3 6.15 128.75 4. SPACES MEETING MIN. HABITABLE SPACE REGUIREHENTS (80 SOFT. & 7'-6' HIGH) N p T2828 34' X64 3/4' MALTA OBL. MING EGRESS .33 10.5 6.9 131.25 SHALL COMPLY WITH HABITABLE SPACE REGUIREN NTS EG. LIGHT, VENT & EGRESS. Q ca ~ o fl D O J E-0 FOR FUTURE USE 5. SEE PAGE 12A NOTES }7 & B. Q z am J OPTIONAL WINDOW SCHEDULE OPTIONAL SKYLITE SCHEDULE Q CODE MANUF BOUGH OPENING wff. TYPE REMARKS 'U' S0. FT. S0. FT. A 24210 30 1/B' X37 1/4' ANDERSEN DBL. HUNG .31 4.00 2.71 50 CODE LIGHT VENT B 2842 34 1/8' X53 1/4' AtOFRSEN DBL. FNNG 31 8.7 4.82 108.75 2X2 2222 19 1/2'X19 f/2' SUN-TEK 2X2 SKYLITE 44 2.64 2.1 C 3046 38 1/8' X57 1/4' ANDERSEN OBI. WING EGRESS 31 10.8 5.93 135 2X4 2246 19 1/2'X43 1/2' SUN-TEE 2X4 SKYLITE .44 5.89 3.6 0 2852 34 1/8' X65 1/4' ANDERSEN DBL. NUNG EGRESS .31 11.00 6.1 137.5 2X6 2269 19 1/2'X66 1/2' SUN-TEK 2X6 SKYLITE .44 9.00 5.06 CU 4X4 4646 43 1/2'X43 1/2' SUN-TEK 4X4 SKYLITE .44 13.14 5.19 r FOA UNITS IY J A.A. OR P.E. APPROVAL STAMP FOR UNITS NOT AT A LOT LINE J G 4. NOT AT A LOT LINE O; 1 HOUR TENANT SEPARATION WALL j G �' p H �� ow 1 HOUR TENANT OR GARAGE SEPARATION WALL UL DESIGN NO. U340 0 u_ O j o-cy+` , UL DESIGN N0. U305 LOAD BEARING r. O I LOAD BEARING ROOF SHEATHING ROOF SHEATHING a- N Z 1 LAYER 5/8' TYPE 'SCX' GYPSUM Q O CL Ccf 2x4 STUD HALL 5 3/4' R-30 INSIA ATION ` F ' , O r+ 3 3 d w A-30 INSULATION (OPTIONAL) Z' = ' F OF N=W lO a (OPTIONAL) uj 2x4 STUD WALL ! LAYER 5/B' TYPE 'SCX' GYPSUM STATE APPROVAL fn ISTAMP 2 1996 cn cr 1/2' X 3' 1 LAYER 5/8' TYPE 'SCX' GYPSUM 1/2' X 5 1/2' CONTINUOUS PLYWOOD OR CONTINUOUS PLYN000 � OSB COMPRESSION STRIP 1/2' DRYWALL CEILING 1/2' DRYWALL CEILING COMPRESSION STRIP 9-13 INSULATION INSULATION 1 W. HAX 1 LAYER 5/8' TYPE 'C' GYPSUM (OPTIONAL) 1ST FLOOR 2x4 STUD WALL 2x4 STUD WALL 1ST FLOOR 23/32' 058 SUBFLOOR 23/32' OSB SUBFLOOR --- g (4) 2X10 FLOOR JOISTS i LAYER 5/8' TYPE 'SCX' GYPSUM (3) 2X10 FLOOR JOISTS 1 LAYER 5/8' TYPE 'SCX' GYPSUM d SHIM OUT WITH 2 p 7 R-19 INSULATION PIECE 1/2' OSB z (OPTIONAL) FI-19 INSULATION .. '� q 2X8 SILL PLATE c I.; 2X8 SILL PLATE (OPTIONAL) C ' I d E ._ 1 a> W ] MASONRY FOINIDATION C MASONRY FOUNDATION CL '. E WALLS UL DESIGN NO. U340 = �® WALLS UL DESIGN NO. U305 ASSEMBLY RATING - 1 NOW ASSEMBLY RATING - 1 HONK W c- W000 STUDS 2X4 24' O.C. MAX. SPACING WOOD STUDS: NON 2X4 24' O.C. MAX. SPACING ~ c o •`� I ALTERNATING ON OPPOSITE SIDES OF NOM 2X6 PLATES. H Z C? ; o CROSS TAPPED AT MIO HEIGHT 6 WALLBOARD, GYPSUM: 5/8' FIRERATED TYPE 'C' LL C FIRE D. GYPS AT TOP 6 BRETON OF WALL. FASTENED TO STIRS AND BEARING PLATES y LL1�3� O WALLBOARD. .6YPSUlt 5/8' FIRERATEO TYPE 'SCX' � 0 FASTENED TO STUDSAtm BEARING PLATES WITH NO. 6 BUGLE HEAD DRYWALL SCREWS. Ek F p T' f WITH N0. 6 BUGLE HEAD DRYWALL SCREWS, 1 7/B'..LONG, SPACED 7' O.C. AS AN ALTERNATIVE, " LU > p '. En i"i/8' LONG, SPACED 7' O.C. AS AN ALTEBt4AIIVE 6d COATED NAILS 1 7/8' LONG, 0.0915' SHANK 1/4' g W Z HEADS. 7' O.C. ~ Q 6d COATED NAILS 1 7/8' LONG, 0.0915' SHANK 1/4' v HEADS, 7' O.C. WALLBOARD JOINTS COVERED WITH TAPE AND Q O L ` WALLBOARD JOINTS: OUTER LAYER JOINTS JOINT COMPOUND. JOINTS REINFORCED. LU COVERED WITH TAPE AND JOINT COMPOUND. NAIL NERDS: COVERED WITH JOINT CONFOUND. I i] d _ _o Y' STEEL CORNER FASTENERS (OPTIONAL) o —� JOINTS REINFORCED. BATTS G BLANKETS (OPT GLASS FIBER OR MINERAL WOOD INS) L w NAIL BEADS COVERED WITH JOINT COMPOUND. a SHEATHING: NONE 1 f/2' MAXIMUM THICKNESS. o BATTS & BLANKETS: (OPT GLASS FIBER OR MINERAL WOOD INS) n OL :? — NOTES: - 1. NO PLASTIC PIPE TO PENETRATE FIRE RATED ASSEMBLIES INCLUDING FLOOR-CEILING, 7. DOORS, WINDOWS. VENTS 6 OPENINGS IN EXTERIOR OR INTERIOR TENANT, STAIR 6 4j) i RELOCATE OR USE METAL PIPE FROM A MIN. OF ABOVE FIRE RATED ASSEMBLY 6 DOWN. GARAGE SEPARATION WALLS, ALSO SKYLIGHTS, RIDGE VENTS, LONERS OR OPENINGS `0• o o ~ o 2. FIRE RATED ASSEMBLIES BOTH HALL 6 FLOOR-CEILING SHALL BE SUPPORTED BY PASSING THAU A FIRE RATED CEILING IN A STAIR OR GARAGE SHALL BE 3/4 HR. Q a d Q CONSTRUCTION OF THE SAME OR GREATER FIRE RATING DOWN TO FOUNDATION. MINIMUM FIRE RATED (WITH 3/4 HR. RATED HARDWARE 6 SELF-CLOSURE) OR HAVE A o 3. ON FIRE RATED ASSEMBLIES FASTENINGS SHALL NOT PENETRATE GYPSUM EXCEPT AT 3/4 HR. HINIMUH SELF-CLOSING OPENING PROTECTIVE. STUD. SIDING SHALL HAVE FDMING WHERE NECESSARY. 8. PLASTIC SKYLIGHTS REGULATED BY NYS. PART 719, SHALL NOT EXCEED 200 SO. FT. 4. STRUCTURAL SHEATHING 6 PLASTIC INSULATION SHALL BE ATTACHED TO THE OUTSIDE IN AREA 6 SHALL HAVE 5'-0' MINIMUM BETWEEN SKYLIGHTS. OF FIRE RATED WALLS EXCEPT WHERE SHOWN ON DRAWINGS. 9. FOR NYS DESIGNS U305 6 U340 SHALL BE USED AS EITHER TENANT OR GARAGE Q 5. MOISTURE RESISTANT FIRE RATED EXTERIDR GYPSUM SHALL BE USED ON EXTERIOR SID. SEPARATION BUT NOT AT A LOT LINE OR AS A PARTY WALL OR AS A FIREWALL. N 6. INSULATION SHALL BE INSTALLED UNDER FLOOR 6 BE SUPPORTED BY FLOOR JOISTS. a r i 2131 SELF-SEALING ASPHALT CLASS 'A' R.A. OR P.E. A AL STAMP SHINGLE OR BETTER, 151/301 TITE SEAL SEE ROOF SEPARATION DETAIL NEW YORK ZERO LOT LINE WALL ROOF LNXR-AYHENT AND 7/162 APA RATED O.S.B. ROOF SfEATN14G OR BETTER DBL. LAYER OF 5/6' TYPE 'X' GYP CONTINXXIS ON FRONT AND FEAR WALLS. FASTENING ,,e+ G LOT 5' 0' EACH DIRECTION FROM LOT LINE. EXTERIOR SEE: BASE LAYER IS 5/8' TYPE 'X' GYPSLIN WALL BOARD APPLIED F �` ` NEW raAT q V162 OSE SHEATHING PARALLEL WITH W AT FLIGHT ANGLES TO 2 X 4 WOOD SAO$, IV OC. WITH 6d COATED WM 17/61 LOW 0.0915' SWAN(, � q- 5' 5' 0' MIN. 5' 0' NTH. ROOFING CLASS 'A' 1/4' LEADS. 17/8' BUGS HEAD OLYMALL SIRENS NAY BE SOBSTIMED FOR TLE NAILS. jEh aaaFACE LAY61 IS 5/8' TYPE 'X' OgISTUE FESISTANq 61IPSTM ` Qmo2x4WAIL BOA D WITH 8d COATED HAILS 2 3/8' LONG, 0.113' SRAM ++. �o 'N:a•°:°°" e` o'2x4 LEDGER 9/32 TEADS, 8 OC. STAGG R VERTICAL JOINTS 16' OC. 2 3/8' STATE APPROVAL STAMP '••., t.•���{u �« • 2X. � (21 LAYER OF 5/8' BUGLE HEAD OIYNAl1 SgE11S NAY ff SRBSTITUTEO FOR llE NAILS. ATL� * ,.:,; _a � � � � TYPE X GYP INTERIOR SIDE: IS ONE 'X LAYER OF 5/8' TYPE ' GYPSIO NAIL BOARDAPPR.IED 1 BETWEEN TOMS PARALLEL WITH W AT RIGHT ANGLES TO 2 X 4 WOOD SMS, 1/2 EYP. 1/2' X 3' OSB COW.'sTROP FEESTO4ING CALL GEARING WALLS NAMUFAC1IILLD W000 TRUSS 16' OC. WITH 6d CDATED NAILS 17/8' LOW& 0.0915SHANK DBL LAYER OF 5/8' 2X4/2x6 SPF SM 1/4' LEADS. 17180 BUGLE READ DRYWALL SCREWS NAY BE SUB- TYPE 'X' GYP STITTICED FOR THE NAILS. (OUTSIDE LAYER ffINN A-13 FG INS W/YB (FOR 2X4 WALL) NOTES - ---- -- MOISTLY fESISTANTi FI-19 f6 PWS M (FOR 2X6 PALL) 5/8' 'X' GYP 1. FEE SEPARATION TO BE COMPLETED IN FIELD. _N i l TYPE . 1' AIR SPACE 2ND FLOOR 2. ALL SPLICES TO OCaA 00 2' N OMIK L( BER. GM JOINTS SHALL BE TAPED 9$ 2X10 PBRIMEIBS 23/32' OSB. SHEATHING d TFEATED, FASTENERS SHALL BE TREATED S LE LAYERS OF GYP. SIA66EFE0. m u; to 2X10 POWERS 3. FLOOR PEETAATIONS FON OIY AND SAPPILY TO BE FITESTffPED AND HMO IN "' 's o 1 LAYER OF 5/8' TYPE 'X' GYP. FIELD M11H 1/2'GYP. 4. ALL � . SHEATHING EATHING AGENCY RATED. p FIRESTOPP 1/2' X 3' OSB COP. STRIP 5. FOR 7110 STORY b GIPS BOTH BASEIQNT d CRAfIL SPACE LOT LINE MALL STALL BE rL ' o (ALL BEARING WALLS) MASOAY WALL CONSTM;TIION. p DBL LAYER ff 5/8' 2X4/2x6 SPF SM 6. WALL AT A LOT LINE SHALL BE A ZERKOT-LINE WALL. Mt1QNUH IWO GELLING U ti �® TYPE 'X' GYP WITS PER LOT OR NO8 ! IEGRS. IERO LOT LIN NAl1 STALL HAVE A LOT LINE. fF P q , O (OUTSIDE LAYER ffENG R 13 FG INS 00 (FDI 2X4 NAW 7. DOORS, WINIOITS, SIMIGRS, RIDGE VENTS, LOWERS OR OPENINGS LESS THAN 2'-0' j N MOISTLY RESISTANn R-19 FG IHS 08 (FOR 2X6 WALL) (3'-0' FOR &1 OCCLPANCY) FROM A LOT LINE SHALL BE 3/4 M. NET. FIFE RATED, Q o � 5/8' TYPE 'X' EYP. V AIR SPACE IST FLOOR INCLWING HARDWARE d SELF CLOSK OR HAVE A 3/4 HR. MIN. SELF CLOSING p ' 2X10 PERIETERTS Ir-23/32' OSB. BERTHING OPENING PROTECTIVE. Li Uj Q M B. CG6USTIBLE EXTERIOR SIDEHG, INCLUDING FIRE RETARDANT TREATED MM IS NOT O i PERMITTED WITHIN FIRE IIWITS OR WITHIN 3'(FOR-ONE STORY) OR 4'(FOR TWO Z n >- CO 1 LAYER tF 5/0' STORYI IF LOT R THE FOR BUILOTNDS OUTSTTE TWITS. LU CP . ,' _ ._ , ... _ .. _ n TYPE 'X` GYP. 9. BASEMENT KNEE WALL SHALL BE WSW (NOT STUD) FOR TWO STORY b M. � 1 LAYER OF 5/8' TYPE 'X' GYP. rr O c < o < p MASONRY NAL1FOR WITS 2'- 2" W C` O CORSTRUCTION SEPARATED BY LOT LINE WINDOW CA DOW MIN. Q �' cn (BASEMENT OR CRAWL SPACE) y J Lij LOT UNE �: "` L' GAP IN ROOF . EXPANSION TYKE METAL fl 0 SHEATHING !+ LOT LINE. I FLASHING OVER LOT 1 LAYER OF 1/2' MIN. TYPE 'X' GYP. E LINE SEPARATION. 2x6 SPF STIR GRACE m c7 m v , CIL p � � 0 J is1olNc � a z a 1 LAYER OF 5/8' TYPE 'X' GYP. 5'- 0' MIN. 5'- 0' MIN. a 1 LAYER OF 5/8' TYPE 'X' GYP. z MOISTURE FESISTENT j PLAN VIEW OF FRONT AND REAR WALLS m ROOF SEPARATION DETAIL 0j a R.A. OR P . APPR AL STAMP ' � = 4 HT. WIN. 6"(PSIA ASS. U305 FIFE nammE oq 4 RATED WALL, NO WINDOWS THU ASSEMBLY. PROTECTIVE FINISH r�J of NEW �+i p 3/4 HR. MIN. U. L539 FIRE RATED orrfv2mm4, 1011 2 � FLOOR CEILING. STORIES ? ' ' u' � W s ;� Z Zco cc 3/4 HR. NTN. 'GA FC 5406' FIRE RATED � CELLAq •�°•.,° POEEsS�o`'pP'�`, a a aLU a FlOCM CEILING. MmrrrrEm eLLJ n 3/4 HR. MIN. MALLS STATE APPROVAL STAMP w f-. 1/2 TYPE OXO WIN. 6Y U PROTECTIVE �A4SENBMUM ON MALLS SUPPORTING LEAING. OBI.. 5/8' CEILING TYPE 'X' GYPSUM PROTECTIVE ON CEILING mriTinmE ��WINIOIS (AS PER GA-RC 26011. NO SKYLIGHTS. LL PROTECTIVE FINISH s W CUE a 6 2-STORY is a d C ' Y o 0ix c ` 9 3/4 HM. MIN. RATED ro ` SELF-CLOSING DOOR TYP. n F- < OO r s., WINDOWS TYPICAL cl NO 0 CO CV "' Z CLu ? O ro > k: NONCOMMMIELE OC o z c FLOOR TYPICAL Q U ECL NOTES PROTECTIVE FINISH ON w 3/4 HR. MIN. MALLS 1. A GARAGE OF 3 OR MORE ENCLOSED WALLS 6 WITHAR A 5'-0' MIN. BREEZEWAY WALLS SLPPURTING CEILING0 SUPPORTING FLOOR- BETWEEN LOOR eEtMEETN HiAMfiE 6 DWELLING SHALL BE SEPARATED FROM OTHER SPACES IN BUILDING GI:nONG ASSEMBLY. ° Q � � BY 3/4 HR. MIN. FIRE RATED ASSEMBLIES. -= OO 2. MAHIFACTUIER STALL DETERMINE FROM THE OWNER 6 SITE BUILDER LOCATION OF 3/4 HM. MIN. RATED O 6' GARAGE 6 BUILD FACTORY PORTION OF ASSEMBLIES APPROPRIATELY. INC.LBING SELF-CLOSING DOOR TYP. GARAGE LIM A DWELLING. 3.172'91K V MIN. GYPSUM PROTECTIVE FINISH ON GARAGE BEARING WALLS 6CA r OBI. 5/8' TYPE 'X' MIN. 6MPROTECTIVE ON GARAGE CEILING REWIRED TO � - 000 � o \ J PROTECT DWELLING ABOVE FIRE RATED WALL. Q z 4. DOORS FROM A GARRAGE SHILL NOT OPEN ON A SLEEPING AREA. 5. EACH OPENING BETWEEN GARAGE 6 OTHER SPACE SHALL HE PROTECTED WITH A 3/4 HR. s MIN. FIFE RATED DOLL HARCHARE 6 SELF CLOSAT:, 6. FIFER.ACE COFOUSTION AIR SHALL NOT BE DRAWN FPO GARAGE 6 CLEANCIT SHALL NOT BE IN GARAGE. U 7. ON GARAGES PLASTIC INSULATION SHALL BE PROTECTED WITH 1/2' MIN. GYPSUM AS y� N iHEFT'MAL BARRIER. i it J R.A. OR P.E. APPROVAL STAMP J G Z 23/32' OSB F100A Q O r�sroN� OPTIONAL INSULATIONQ Z o s @Yom 23/32' OSB FLOOR u_ O J �cl OPTIONAL INSULATION a O 11 Qt— e < CD QLO F 2x10 WOOD JOISTS ZJ VV v ZJ �/V �/ d ~ J.. ST 7353 + a a cr Lu a 2X6 N000 RAFTERS ► 'Je of EW °R w S cn 2x10 WOOD JOISTS STATE APPROVAL STAMP L, 2 LAYERS 5/8' TYPE '%' GYP. 5/8' TYPE 'C' GYP. a FLOOR-CEILING lA. DESIGN N0. L539 FLOOR-CEILING: 6A FILE N0. FC 5406 - ------- ASSEMBLY RATING - i HOUR ASSEMBLY RATING - 1 HOLM g WOOD JOISTS: 2X10 24' O.C. Mg. SPACING WOOD JOISTS: TDM 2X10 24' O.C. MAX. SPACING. a a WITH 2X10 SOLID BLOCKING G FIRE-STOPPED WALLBOARD,. GYPSUM: BASE LAYER 5/8' TYPE 'X' J WOOD RAFTERS: 2X6 24' O.C. MAX. SPACING GYPSUM APPLIED AT RIGHT ANGLES TO 2X10 WOOD WITH SOLID BLOCKING 7'-O' O.C. MAX. JOISTS 24' O.C. WITH 1 1/4' TYPE S DRYWALL 4D i- WALLBOARD, 6YPSlM 5/8' FIRERATED TYPE 'C' SCREWS 24' O.C. FACE UVEA 5/8' TYPE '%' O FASTENED TO STUDS AND BEARING PLATES GYPSUM APPLIED AT RIGHT ANGLES TO JOISTS THRU ? o WITH NO. 6 BUGLE HEAD DRYWALL SCREWS, BASE LAYER 1 7/8' TYPE S DRYWALL SCREWS 12' 0 1 7/8' LONG, SPACED 7' O.C. AS AN ALTERNATIVE, O.C. AT JOINTS G INTERMEDIATE JOISTS. FACE 6d COATED NAILS 1 7/8' LONG, 0.0915' SHANK. 1/4' LAYER JOINTS OFFSET 24' FROM BASE LAYER JOINTS, p` p�i J>> o o' o yo HEADS, 7' O.C. 1 1/2' TYPE 6 MALL SCREWS PLACED 2' BACK ON W WALLBOARD JOINTS: OUTER LAYER JOINTS EITHER SIDE OF FACE LAYER ENO JOINTS, 12' O.C. r COVERED WITH TAPE AND JOINT COMPOUNO. WALLBOARD JOINTS COVERED WITH TAPE AND aA O ,. JOINTS REINFpTCEO. JOINT COMPOUND. JOINTS REINDOACEO. LL NAIL HEADS: COVERED WITH „DINT COHPO(%4D. NAIL HEADS: COVERED WITH JOINT COMPOUND. 4 O N c� .' O FLOOR SHEATHING: 4' X b'-X 23/32' INTERIOR PLYWOOD W/ FLOOR SHFATHING: 3/4' OSB W/.EXTERIOR GLUE APPLIED Z U } M r n E%TFRIJR GLUT G T96 LONG EDGES. INSTALLED PEfPEN AT RIGHT ANGLES TO TOPS OF JOISTS W/ Bd NAILS. _W (q DICULAR TO JOISTS W/ END JOINTS CENTERED OVER JOISTS STEEL CORNER FASTENERS (OPTIONAL) z 6 STAGGERED. PLYWOOD SECI%iED TO JOISTS N/ CONSTI%1C- BATHS G BLANKETS: (OPT GLASS FIBER OR MINERAL N000 INS) Er O 2 is TION ADHESIVE 6 6d RINGED SHANK NAILS. 3 5/8' WAX. THICKNESS. `Y °- BATTS G BLANKETS: (OPT GLASS FIBER OR MINERAL WOOL INS) W 3 5/8' MAX. THICKNESS. ± Q o o J i q o': W O �' o 0 CL NOTES: co : - 1. NO PLASTIC PIPE TO PENETRATE FIRE RATED ASSEMBLIES INCLUDING FLOOR-CEILING, 7. DOORS, WINDOWS, VENTS G OPENINGS IN EXTERIOR OR INTERIOR TENANT, STAIR Gp a rg RELOCATE OR USE METAL PIPE FROM A MIN. OF ABOVE FIRE RATED ASSEMBLY 6 DOWN. GARAGE SEPARATION WALLS, ALSO SKYLIGHTS, RIDGE VENTS, LOUVERS OR OPENINGS c1 -i o t J 2. FIRE RATED ASSEMBLIES BOTH WALL 6 FLOOR-CEILING SHALL BE SUPPORTED BY- PASSING THRU A FIRE RATED CEILING IN A STAIR OR GARAGE SHALL BE 3/4 HT. a Q z J CONSTRUCTION OF THE SAME OR GREATER FIRE RATING DOWN TO FOUNDATION. MINIMUM FIRE RATED (WITH 3/4 HR. RATED HARDWARE G SELF-CLOSURE) OR HAVE A Q 3. ON FIRE RATED ASSEMBLIES FASTENINGS SHALL NOT PENETRATE GYPSUM EXCEPT AT 3/4 HR. MINIMUM SELF-CLOSING OPENING PROTECTIVE. y STUD. SIDING SHALL HAVE FURRING WHERE NECESSARY. 8. PLASTIC SKYLIGHTS REGULATED BY NYS. PART 719, SHALL NOT EXCEED 200 SO. FT. 85 4. STRUCTURAL SHEATHING 6 PLASTIC INSULATION SHALL BE ATTACHED TO THE OUTSIDE IN AREA G SHALL HAVE 5'-0' MINIMUM BETWEEN SKYLIGHTS. 5 OF FIRE RATED WALLS EXCEPT WHERE SHOWN ON DRAWINGS. 9. FOR NYS DESIGNS L539 G FC 5406 SHALL BE USED AS EITHER TENANT OR GARAGE N 5. MOISTURE RESISTANT FIRE RATED EXTERIOR GYPSUM SHALL BE USED ON EXTERIOR SID. SEPARATION BUT NOT AT A LOT LINE OR AS A PARTY WALL OR AS A FIREWALL. 6. INSULATION SHALL BE INSTALLED UNDER FLOOR G BE SUPPORTED BY FLOOR JOISTS. Cv a � a 13' 6' ALTERNATE FRAMING TO J G Z A.A. OR P.E. APPROVAL STAMP f0' PROVIDE ADDITIONAL HEADROOM q L O HANDRAIL SUPPLIED AND 9'- 1' 4'- 5' > INSTALLED BY BUILDER O MAX. PROTRUSION INTO B'- 8 f/2' FJ C'- ST2x4, 2x6, 2 2x8 Q- AIRWELL 3 1/2' � o 4 HANOflAIL SUPPLIED AND 0- STEPFRAMING ~ O L-SHAPED FLOOR FRAMING INSTALLED BY BUILDER Q 0 CL MAX. PROTRUSION INTO I RAJ w +' a TO PROVIDE AEOUIRED !- F- $ o HEADROOM ST ELL 3 1/2' -� 53 VA 2xB 2x10 Q _1 m , cF 2-2x8 @ 45 DES STATE APPROVAL STAMP OCT 22 W z 2x8 FLOOR SYSTEM v s 3/4' HANGER NO° O �+ b ti n STAIR DATA STAIR DATA f0' 0 13 RISERS @ B' f0' 13 RISERS @ 7 13/16' 9' TREADS 2x4, 2x6, 2x8 2-2x10 9' TREADS 3'-0 IN 1 1/' NOSING STEP FRAMING - -- ------ 1 1/B' NOSING m FINISH BASEMENT FLOOR ' i FINISH BASEMENT FLOOR - g d g K 2x6 LANDING @ 12' O.C. m 2i% a >� S SUPPORT FOR LANDING BY BUILDER = '_ J$ 13' 6' 2-2x10 @ 45 DEG E J it*- 10' 0 L' It 8'- f 1/2' 3'- 8 1/2' 9'- 1' 4'- 5' a FJ 2x10 FLOOR SYSTEM U 7'- 7 1/2' FJ 8'- 8 1/2' o � 13 E .o HANDfAII SUPPLIED Afm HANDRAIL SUPPLIED AND INSTALLED BY BUILDER INSTALLED BY BUILDER Q .y ; _ m 2x6 WALL MAX. PROTRUSION INTO NAY. PROTRUSION INTO 1- z --: HEADER STAIRWELL 3 1/2' C ILIIt TAIRW0.L 3 1/2 LL �n M L B 2x10 > O p iv s 5; ZGir M � m 1 \ I 2x5 WALL " LLI u E\ m t- n > .1 Q 3/4' HAN6ER\ \ 3/4' HANGER \ HEAR ! C p Q r , � a m W `x•� N y 'l �' STAIR DATA . " 2x8 FLOOR SYSTEM Q o' _ ', V J STAIR DATA 10' o to' t_ ; 0 13 RISERS @ 7 13/16' 13 RISERS @ 8' p J 9' 7READS 9' IF N 2x4, 2x6, 2-2xB 1 1/8' NOSING STEP FRAMING 0 j a L 1 118' NOSING 3'-0"MIN a FINISH o BASEMENT FLOOR FINISH BASEMENT FLOOR Ei = _ r ,, ra o a0o J NOTES: 6. WAX VARIATION IN RIAS 1/8' IN ANY RUN OF STAIRS. WIDTH BETWEEN HANDRAILS C I Q z ° Q f. BASEMENT STAIR DETAILS SHOWN ARE TYPICAL FOR STANDARD PLANS. OR HANDRAIL G WALL 2'-B' (321 MIN. 6 1 1/2' MIN CLEARANCE HANDRAIL TO WALL. 2. ALL STAIR OPENINGS AND HEADERS ARE BASER ON A HEIGHT OF 7' 9 1/2' FROM LANDINGS INCLUDING BOTTOM G TOP LANDINGS SHALL BE AS WIDE AS STAIR. TOP - THE FINISHED BASEMENT FLOOR TO UNDBSIOE OF FIRST STORY FLOOR JOIST. SIAIFACE OF HANDRAIL 30' MIN. G 36' MAX. FROM NOSING. a 3. RISE AND RUM AND OPENINGS FOR STAIRS MAY VARY AS PLAN DESIGN VARIES. 7. FACTORY SHALL PROVIDE OPENING THAU FLOOR LARGE ENOUGH TO ALLOW STAIRS TO STAIR DETAILS FOR INDIVIDUAL PLANS WILL BE AVAILABLE UPON REQUEST. COMPLY WITH NYS. 713.1. - 4. BUILDER IS RESPONSIBLE TO INSTALL ALL BASEMENT STAIRS AND STAIR RAILINGS 8. THE SWING OF A DOOR OPENING ON A STAIRWAY SHN1 NOT OVERLAP TOP STEP. �-•O IN COMPLIANCE WITH NYS 713.1 Ate LOCAL CODES. 9. A FIXED STAIR SHALL BE PROVIDED INSIDE OF DWELLING BETWEEN FIRST STORY G c-I 5. STAIR RISER TO BE 8 1/4' MAXIMUM. BASEMENT OR CELLAR. a 13R.A '- to' P.E. PPROVA . OR P.E. APPROVAL STAMP ALTERNATE FRAMING TO IMITED TO -=Ai R.A. OR P.E. APPROVAL STAMP GF e e e o o e GF 7PE ek GFI I e o GF Jed+ po . I 26' -- S a o 1 A.F.F. i GF ic APPROVAL * e , Icn ' WTOR'YLL 004 ONLY r 7353 a a a a ~ t STATE APPROVAL STAMPCL 6 s me. m e e FI e o GF o GF _ 1 6FI � "g � ij a � oc O CL o = � 4_ a z® H 24' MAX 24' MAX (n p c 76FI � E 7— OdfI e e I Z'1 _ w2F. w } A.F.F. ir G e G (J C e 6 0 LLI —1 < ' i cn o J 6FI GFI i w NOTES: 1: KITCHENS SHOWN ARE TYPICAL, SEE INDIVIDUAL FLOOR PLAN Ci Q FOR EXACT LAYOUT. CL , O 2. ALL KITCHENS MAY BE ROTATED 90 DEGREES AND/OR REVERSED d _ t r�MMV m i ,o IN EITHER DIRECTION IN PART OR IN THEIR ENTIRETY. N 3. KITCHEN CABINETS MAY BE OMITTED AND PROVIDED AND INSTALLED BY BUILDER.4. ALL RANGE HOWS TO PROVIDE A MININUH AIR EXCHANGE OF f00 CFN. Q5. RANGE-HOODS PROVIDED BY PLH. � Q 6. ALL RANGE HOODS VENT TO EXTERIOR.7. KITCHEN WINDOWS NAY 8E OMITTED If SUFFICIENT ARTIFICIAL LIGHTI9AND VENT ARE PROVIDED.B. ALL COUNTERTOP RECEPTACLES WITHIN A 6' 0' RADIUS OF THE KITCHENSINK ARE ON GFI CIRCUITS. � 9. KITCHEN MIST HAVE A MINIMUM OF 50 SQUARE FEET OF CLEAR AREA. a R.A. OR P.E. APPROVAL STAMP si IMI TEO TO c! F o m FL F FL UILT POtl' TIoN 0 cr ' < • C114 t— oe� ' aaa F L Tf.OF V EW cci Zi O STATE APPROVAL STAMP U . Z �� GF CL 6AI�Fl4 _ � �gg 10 gSPACE CLEAR 24• CLEAR GFI vai / � $PACEO�//\\ o O C (- p d - ((- -7 E - �J /O\ O _ a - - - GF G40 a >• NN/n _ . Oa F U O a LL g O > c r — a w U) i FL wl � Q }CC U GFI r- 6FI Q Q Lij 24' CLEAR - - - - _ NOTES: SPACE CL ,i n 1. BATHROOMS SHOWN ARE TYPICAL, SEE INDIVIDUAL FLOOR PLAN ECL y FOR EXACT LAYOUT. t ~t 2. ALL BATHROOMS MAY BE ROTATED 90 DEGREES AND/OR REVERSED r IN EITHER DIRECTION IN PART OR IN THEIR ENTIRETY. ' 3:"SttWEfiilAt:LPROTECTION WILL EXTEND 72' ABOVE FLOOR OF SHOWER. Q Z - ° o Q BY BUILDER. y 4. ALL EXHAUST FANS TO PROVIDE A MINIMUM AIR EXCHANGE OF 50 CFM 185 CFM IRM 5. ALL EXHAUST FANS VENT TO EXTERIOR. 6. BATHROOM WINDOWS MAY BE OMITTED IF SUFFICIENT ARTIFICIAL LIGHT AND VENT ARE PROVIDED. Lf7 7. CLEARANCE IN FRONT OF SHOWER OPENING SHALL BE 24' MIN. CLEAR SPACE. a r t a i I. All caestructlon is to ...for. to N.Y.S. and Local Building Code. 2. All plumbing Is to conform to local and County Health Requlresmnes. 3. Electric Is to conform to local. R.C.C. and Underwriters paqulremenb. _ Ill.- Concrete is to be 3000 psi .In. on 2 ton psf. sail bearing capacity. Verify. S. Double ira!a ,it around .perdu, aM under p.r.11.1 partitions and bathtubs. ✓„F "3 I i Ob fT �.i i. Ratify the Architect of all changes. Net respnnaible for any ch.-qts I p.c. O4[9*1-iorl Wt,11, G without ramifications. p e ton 7. Do not scale the drawings. LG,./w Qj �//� fGlTriry(,1 cvlJ I I��Os+J V 6 p E. Tec. connections required at ail /lush structural load carrying conditions, I ` 1 Pl ldl' /�Ipp Iq Joists and Rafters: IR No. 2 and better -- N fgv� Headers and 0l rde rs: Douglas Fir-Larch N.. 2 and getter I � W tJ al G"yq° pc Pte - - Jo L -N C E m RW CONSTRUCTION NOTES � IIpG, Gi � 4E N0mo AtWAMIOCAPON RI1 X Ion SL•flC.CA06V III 11•co N Z- A.WD IF_ I ASIDE mpE _`�• I 0 � m ton p d# 1 U 1 1 la 2 �O1 2n 101 2 ° l0 -2 vii n R�crl�w.11s W OX 17sI�� L rt �M w %Z'I_x lo° �T� W�Clo�n i9 I � 4 'rL eoL o4 3(a nw /o 3 11 r or A 12 ' _ rn(It4rT CTYr-� � � IIS1u 3o WD.S'rJ6 W/ ptAI1 161 1, 'J(o'11161 +1hi10 - i0ov' �tA.11h I�rl�lars cu 1\4 e57 P EJ � tc ' I �oIPE � raov' C ( p �2wW1+1gh 710t i r' G k VJrILh /LBV• -v NNE- r 1 Y --- II -- PROVIDE 1/2'DIAMETER ANCHOR BOLTS, — — — -- �-X - 16'LONG,AT 8'-0'o.c.MAXIMUM',NOT MORE THAN T-0'FROM ANY CORNER I {lop of WAR ° Fb" 660. sll it ' = we ft"0 "irl-lolz "j; 1 19 I G ve d '4t' TY Deo rF°M - IIV1I' . l,OP GEL �• o NO' y VERIFY ALL DIMENSIONS AND 4�� R`" �' —T INFORMATION WITH MODULAR .t 4o F OA �� •0 2 TO P Of F16, HOME MANUFACTURER m 9 40. NN t'b'i� la" s P!" �6' r1CT . ' a o o I Dp w (G „� OF I /f -- l AUG 6 2n�2 4Li!' I