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Home My WebLink About24128-z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-25653 Date: 04/17/98 THIS CERTIFIES that the building NEW DWELLING Location of Property: 680 HALLS CREEK DR MATTITUCK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 115 Block 17 Lot 17.22 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 28, 1997 pursuant to which Building Permit No. 24128-Z dated MAY 15, 1997 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE, COVERED FRONT PORCH AND REAR DECK AS APPLIED FOR. The certificate is issued to JOHN & ALICE KELLY (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-96-0104 03/24/98 ELECTRICAL CERTIFICATE NO. N443749 01/22/98 PLUMBERS CERTIFICATION DATED 03/31/98 GERARD STEWART PLUMBING G� i ding Inspector Rev. 1/81 FORM NO. $ 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) N° 24128 Z Date Permission is hereby granted to: �a. -..... :............. ..........�- ...../� ,.•................... ......................... .. ..... ...... .... ..... . .............................•.......••........v.•...........•....•...........• •....•. •. .... •...........C.......• at premises located at........� ..../.* ..... .. /yk.... .... t....../...L`.:.1.A7�7.T?4(.--- County Tax Map No. 1000 Section ...//�.......... Block .1.1'7.. Lot NoZ.?.e ` pursuant to application doted ,41/// ......� ................ 19 "2and approved by the Building Inspector. Fee $../ .....X ..... . /l :"•••••......................... B ildin Inspector Rev. 6/30/80 p a . Dorm No. 6 TOWN OF SOUTHOLD y BUILDING DEPARTMENT Ix", 765-1802 TOWN HALL . .- 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY A. This application must be filled in by typewriter OR ink and submitted to the building inspector with the following: 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. 't 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 19 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 1.1pre=existi4i'g" laity°uses: 1. Accurate survey of ,property showing all property lines, streets, building and " unusual nAtutopQgrapfiic. features `�- 2. A properly 4oi{p�letted, application and:a conseixt to inspect signed by the applicant. If a 'Certifiafte',of Oecupan'cy is denied,' the Building Inspector 'shall state the reasons therefor in, writ'kxrant.. _ - Fee 1. Certificate of OccupanC'y - New dwelling $25.00,.Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00. Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Buildine - $100.00 3. Copy of Certificate of Occupancy - $20.00 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00•, Commercial $15,00 Date , MARCH 26, 1998, . . . . . . . . , . . . . . . . lew Construction. . .X.. . . . .. Old Or Pre-existing Building. . . . . . . . . . . . . . . . . ,ocation of Property. . .680. HALLS CREEK DRIVE, MATTITUCK, NY 11952 House No. Street Hamlet nwer or Owners of Property. . . .DR; & .MRS: ,JOHN E. KELLY . . ounty Tax Map No 1000, Section. . .115. . . . . . . .Block. . :17. . . . . . . . . . .Lot. .1.7:2.? :. . . . . . . . . . . . . ubdivision. .HARBOR VIEW, AT ,MATTITUCK , , , , ,Filed Map. . 8377. . . . .Lot. . 36. . . . . :. . . . . . . . . . . ermit No. . .24128. . . . . . .Date Of Permit. . .5/15/97 Applicant. PFENNIG CONSTRUCTION ealth Dept. Approval. R10.96-0104 Underwriters Approval. SEE ATTACHED lanning Board Approval. . . . . . . . . . . . . . . . . . . . . . . . �quasL for: Tompor.iry Crrtifir it o. . . . . . . . . . . 1'in.11 ' 1;:.1 [ $25 . 00 5 30,,1. . . . . . . . . . . . . COaSS3 PFENNIG CONSTRUCTION CORP. __ _ . . .. . . . . . . .. ......... . . . . . . . . . . . . .. . . _ ._.;; .. , G I - - I y y i 4 \ I THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE ' 1000854 BUREAU OF ELECTRICITY ' F 40 FULTON STREET, NEW YORK, NY 10038 Date JANUARY 22,1998 Application No. onfile 14742397/97 N 443749 THIS CERTIFIES THAT only the electrical equipment as described below and introduced by the applicant named on the above application number is in the premises of JOHN & ALICE KELLY, MEADOW BEACH LANE, MATTITUCK, NY in the following location; © Basement ® Ist Ft. ❑ 2nd Fl. GAR/OUT Section Block Lot was examined on JANUARY 16,1998 and found to be in compliance with the National Electrical Code. FIXTURE RECEPTACLES SWITCHES FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS OUTLETS INCANDESCENTI FLUORESCENT I OTHER I AMT. I K.W. I AMT I K.W. AMT. I K.W. AMT, I K.W. AMT. H.P. 2 3 1 2 DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL RECPT. TIME CLOCKS BELL IUNIT HEATERS I MULTI-OUTLET DIMMERS SYSTEMS AMT. I K.W. OIL H.P. GAS I H.P. AMT. NO. A.W.G. AMT. AMP. AMT. AMPS. TRANS.I AMT. I H.P. I NO.OF FEET AMT. WATTS SERVICE DISCONNECT NO:OF S E R V I - C "E - METER NO.OF CC COND. A.W.G A.W.G. A.W.G. AMT. AMP. TYPE EQUIP. 1 0 2W 1 0 SW $0 3W $0 4W PER 0 OF CO.GOND. NO.OF HI-LEG OF HI-LFG NO.OF NEUTRALS OF NEUTRAL 1 200 CB 1 X 1 4/0 1 4/0 OTHER APPARATUS: MODULAR HOUSE PLUS GARAGE-1 N.Y. STATE APPROVAL SERIAL #01651-1 MFG-MODULAR STYCTURES SERIAL #2186-1 NORTH ELECTRIC LIC.#890-E L�Lt..,.-..-. L L 121 ACACIA ROAD ROCKY POINT, NY, 11778 GENERAL MANAGER "� 11 Per This certificate must not be altered in any manner; return to the office of the Board if incorrect. Inspectors may be Identified by their credentials. COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER.. i. Town Hall, 53095 Main Road ; j- Fax (516) 765-1823 P. O. Box 1179 -� — Telephone(516)765-1802 Southold, New York 11971 ;y OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N DATE: Building Permit No. Owner: (please print)��/}� v� Plumber: 6e"&km} J _. please print) I certify that the solder used in the water supply system contains -less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this DEBORAH A. DONEGAN n ��— �1 / NOTAIPY PUBLIC,State of New Y,ofit -- ---- Q day of (/! '�J : 1997 ;' 'No.4978909 Pualified in Suffolk County Commi$srop. x `iresAarch 18;• Notary Public, Count Q„ si 1 j i Pfennig Construction Co., Inc. (516) 929-3456 P.O. Box 244 Wading River New York 11792 Fax (516) 929-4272 July 18, 1997 J0, ja 2 31997 Town of Southold e!z-O6F0-SQ7ow---- _DBuilding Department L-191—W, •4_ i Town Hall Southold, NY 11971 Re: Building Permit #24128 Mr. & Mrs. John Kelly Lot #36 Meadow Beach Lane Mattituck, NY 11952 Attention: Building Department This you that� we Bare n� longer using Westchester Modular -�nbmo's` aiiP " are changi, modular home m4nufacturers .from FTestc i '.Pr"! lar,',—,'Homed to MSI Modular r Structures - k; Enclosed pleaslI" if.__three- new sets of _stamp d plans from MSI Modular Structures•fo`r`the aforementioned building permit. These plans are fgr.�thg[ ezn „house Please return back to us the plans you currently have on file , for building permit #24128. If you have any questions or concerns, please do not hesitate to contact me. Thank you in advance for your consideration. S ' ncerely, , ', Daren P. Pfeririig g President DPP:gad enclosures kellyl6 Independent Distributor of A Linda) Cedar Homes & Sunrooms ESTCHESTER MODULAR Ow.WE 38" FIGURE 5 371" (Floor Level) 5 16"IMIN) S � g2 T 2138e„ 52"IMIW SAFETY STRIP 3"X36"(MIN) WARNING: THE HEARTH EXTENSION AND THE GALVANIZED METAL STRIP SHOULD BE INSTALLED ONLY IN A HORIZONTAL RELATIONSHIP TO THE FIREPLACE, AS ILLUSTRATED. `F � \ FIREPLACE HEARTH EXTENSION �+-8" 8"� 16" MIN. FLOOR 1 r-------------------------1 I r------- --"-----"—) FLOOR LINE WITH RAISED HEARTH I I I i METAL SAFETY � STRIP INSPECTION OF FIREPLACE COMPONENTS Unpack and check the fireplace and chimney for damage. If any items have been damaged, report this to your Martin deal- er. Before beginning the installation, be sure you have the proper parts in sufficient quantity. Refer to figure 6 for proper identification of parts. DO NOT SUBSTITUTE PARTS. USE ONLY PARTS LISTED FOR USE WITH THE MARTIN MODEL SCF36M FIREPLACE. '] SCF351VI/SCF36MB I i I FIGURE 8 SC CHIMNEY CAP STORM COLLAR i 612 FLASHING S SERIES CHIMNEY 1 SVT FIRESTOP THIMBLE COMPONENTS ( (0-150PITCH) SE30 MAINTAIN 13/4"MINIMUM ELBOWS - AIRSPACE CLEARANCE TO COMBUSTIBLES 1 SEE OFFSET CHART TO TESNSADCD MNIONHIMNEY COMPONENTS NEEDED a a aaa f ,.k TYPICAL CHIMNEY OFFSET INSTALLATION FIGURE 9 CHIMNEY CAP FLUE OUTLET HEIGHT 3' MINIMUM APPLY MASTIC HERE MINI UM VHEN 'A' DIMENSION FLASHING IS 10' OR LESS STORM COLLAR NOTE, FLUE OUTLET SHOULD BE TWO FEET ABOVE FEET AS ALL PORTIONS OF THE BUILDING VITHIN TEN CHIMNESHOVN BY THIS ILLUSTRATION THE Y MUST NOT EXTEND MORE THAN 90 INCHES ABOVE THE ROOF WITHOUT ADDITIONAL SUPPORT i 8CF36MBCF36MB Pfennig Construction Co., Inc. (516) 929.3456 P.O. Box 244 Wading River New York 11792 Fax (516) 929-4272 January 20, 1998 U v Mike Barr..ity rjAN21NO Building Inspector TOWN OF SOUTHOLD {� =: BLDG. DEPT T W F S UTH L Town Hall Building Department 53095 Main Road P.O. Box 2279 Southold, NY 11971 ur Re: Kelly - House Permit #24128 ',-��. ' �'� 680 Halls Creek Drive, Mattituck Dear Mike: Asper our conver"tion,iq encTdped please, nd" three new supplemental. deck OlAns idkr'p'posed deck;f6i the-Kelly residence. t._ - Please be awars,;,.t tthe s sixpp-emental . clecls 'plan supersedes ALL a I prior deck plans' sublRtted `i Please at,�,ach tc?`exist�"nq house building permit #24128 : I would appreciate a phone call when you receive these plans aswe would like to continue with deck so we can apply for the Certificate of Occupancy. Your attention to this matter is greatly appreciated. Thank you. Sincerely, 90 Daren P. Pfenni President DPP:gad enclosures kelly48 Independent Distributor of ALindal Cedar Homes &Sunrooms ESTCHESTEfl ODULAROMES,INC. M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY REMARKS: e IV DATE 3 INSPECTOR Y&�rq�14 M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY REMARKS: Chi _le^ a DATE �� 9� INSPECTOR 79 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ } INS LATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY REMARKS: `�� . 1411 y DATE / A � INSPECTOR ,�,�K3jc va4 ��. M-1802 BUILDING DEPT. INSPECT FOUNDATION [ ] FOUNDATION 1ST t" ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: -- v DATE �y INSPECTOR M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ROUGH PLBG.c /°") [ ] FOUNDATION 2ND [ ] INSULATION j ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE INSPECTOR M-1802 BUILDING DEPT. 4NSPECTION [ /FOUNDATION NDATION IST [ ] ROUGH PLBG. [ 2ND [ ] INSULATION [ ] FRAMING 11 [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: P� i r DATE INSPECTO r M-1802 BUILDING DEPT. /FOUNDATION NSPECTION [ IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: ' DATE Q' � / INSPECTO M-1802 BUILDING DEPT. INSPECTION [ ] FO DATION IST [ ] ROUGH PLBG. [ tKFOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS: G DATE INSPECTOR -la0 - M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS TION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY REMARKS: a �g DATE (r113 INSPECTOR A&L" I"i (� Rin<V • U" BOARD OF HEALTH R1,-0, 96 0.104 FORM NO. 1 3 SETS OF PLANS . . . . . . . . . . r i , TOWN OF SOUTHOLD SURVEY _ . . . . . . . . . . . . APR Z S 199T BUILDING DEPARTMENT C1fECt (. . . . . . . . . . . . , � TOWN HALL SEPTIC FORM . . . . . . . . . . . . . . •- - - � SOUTHOLD, N.Y. 11971 rr�,n�r; Gf std 6L0FS0�1_I - tiOTi, ,�, � . TEL.: 765.1802 929-3456 CAL . . Examined . . . . . .. .. . 19 /.7 MAILFY Pfennig .C(nstruction Approved . . . . . V/. . ., 19/%/Permit No. . . . . . . . . . Box P.O.244 Disapproved a/c . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Wading River 11792 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 111 ing I Spector) APPLIC I FO BUILDING PERMIIT Date . April„24,, 1.997, 19 . . . INSTRUCTIONS a. This application must be completely filled in by typewriter or in ink and submitted to the Building Inspector,with 3 sets of plans,accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and giving a detailed description of layout of property must be drawn on the diagram which is part of this appli- cation. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issued a Building Permit to the applicant. Such permit be kept on the premises available for inspection throughout the work. s 16. No building shall be occupied or used in whole or in part for any purpose whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions or alterations, or for removal or demolition, as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building,for necessary inspections. Daren. Pfenniq-Pfennig Construction Corp. -- (Signature of applicant, or name, if a corporation) P.O.Box 244,Wading River,NY 11792 . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder. Builder . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Name of owner of premises Mr. & Mrs. John E.. . Kelly. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . (Name and title of corporate officer) •Builder's License No. .7 i 6 97HI Plumber's License No. ?5 -.P . . . . . . . . . . . . . . . . . Electrician's License No. 890-E Other Trade's License No. . . . . . . . . . . . . . . . . . . . . . 1. Location of land on which proposed work will be done. . . . . . . . . .'i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Hall 's .Creek .Drive„(c/o,Meadow, . . . . .Beach Lane. . . . . . . . . . . ) Mattituck. . . . . . . . . . . . . . . . . . . . . . . . . . . . House Number Street Hamlet County Tax Map No. 1000 Section .1 1 5. . . . . . . . . . . . . . Block . .17 17. . . . . . . . . . . . . . Lot . . . .1 'Z.? . . . . . . . . . . Harbor View at Mattituck Filed Map No. 8377 36. • , , , , , _ , . ubdivision . . . . . . . . . . . . . . . . . . :. . . . . . . . . . . . . . . . . . . Lot . . . (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy . . Vacant Land . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . b. Intended use and occupancy Single Family Residental Home 3. Nature of work check which applicable): New Building .X. . . . . . . . Addition . . . . . . . . . . Alte"ration .. . . . . . . . . . Repair • • . . . ( oval . . . . . . . . . . . . . . Demolition . . . . . . . . . . . . . . Other Work . . . . . . . . . . . . . . . (Description) 4. Estimated Cost . . 239.,.000 .00 . . . . . . . . . . . . . . . . . . . . . . . . Fee . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (to be paid on filing this application) S. If dwelling, number of dwellinglunits . . .9 . . . . . . . . . . . Number of dwelling units on each floor . . . . . . . . . . . . . Ifgarage,number of cars . . 2. j . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use . . . . . . . . . . . . . . . . . . . . . 7. Dimensions of existing structures,if any: Front . . . . . . . . . . . . . . . Rear . . . . . . . . . . . . . . Depth . . . . . . . . . . . . . . . Height . . . . . . . . . . . . . . . Number ofStories . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Dimensions of same structure w th alterations or additions: Front . . . . . . . . . . . . . . . . . Rear . . . . . . . . . . . . . . . . . . Depth . . . . . . . . . . . . . . . . . . . Height . . . . . . . . . . . . . . . . Number of Stories . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8. Dimensions of entire new construction: Front . . . 9.2'. . . . . . . . . Rear . 92.'. . . . . . . . . . . Depth . .40.'. . . . . . . . . . Height Nums . . . Q' . ber of Stories . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9. Size of lot: Front . . . . . . . . . . .vtarkLf e. . Rear . .235.'. . . . . . . . . . . . . . . . Depth 1.6$. . .. . . . . . . . . . . . . . . 10. Date of Purchase . PeuQ4Rg 1. one or use district in which �µpon ,permits• • . . Name of Former Owner . . . , . . . . . . . . . . . . . . . . . . . pmises are situated . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12. 13. Will lot be regraded ate any zoning law, ordinance or regulation: .N9. . . . . . . . . . . . . . . . . . . . . . . . . . . . . g • • •Np. . . .!. . . . . . . . . . . . . . . . . . . Will excess fill be removed from premises: Yes Nox Does proposed construction .14 .M• ){e],ly • • • , • • , . Address 75. � p . k.h . .Phone No.$68-5488, • , 14. Name of Owner of premises .M/I, Name of Architect !nlestohes!te.r. MOdula:V. A4 ress Wir�gdalee •ASK• • • • . Phone No.a00-8.3.2-38.8.8 . Name of ContractorP.tetlrii g .CPP. tp'RC.ti9P. . . Address Wing. Riyer.,NY.Phone No.929-34.56• • • • • • 15. Is this property within J00 feet of a tidal wetland? *Yes. . . . . . . . No. . . . . . . . . *If yes, Southold Town Trustees Permit may be required. PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and,indicate all set-back dimensions from property lines. Give street and block�tumber or description according to deed, and show street names and indicate whether interior or corner lot. please see attached plans & survey II • STATE OF NEW YORK, COU OF . . . . . . . . : . . . . . . S S • • • • . . A• �j • • • • • • • • . . . . . . . . . being duly sworn, deposes and says that he is the applicant (Name of individual sig ninlg contract) above named. Heisthe . . . . . . . . . . . . . . . . . . . . . . . L . . ( . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Contracto agent, corporate officer, etc.) of said owner or owners, and is duly !,authorize 'o perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner Set forth in the application filed therewith. Sworn to before me this • . . . . . . °2. . . . . . . . . . .day of, G*fie. . . . . . . . . ., 19 �1 7 Notary Public, . . . . . . . . .,9Qy . . . . . . . . County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LINDA J.COOPER (Sign of applicant) Notary public,State of Now or No.4622563,Suffolk County_' Term Expires December 31, 19 I SURVEY OF LOT 36 MAP OF HARBOR VIEW AT MATTITUCK FILE No. 8377 FILED AUGUST 21, 1987 SITUATED AT MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 115- 17- 17.22 SCALE i"=30' 235 p0' £ SEPTEMBER 24, 1996 � s AREA = 40,906.32 sq. ff. v Now, mg 0.939 ac. �gr CERTIFIED TO: TJ '� JOHN KELLY NOTES: 1. REFER TO FILED MAP FOR TEST HOLE DATA. 99 O 2. EXISTING ELEVATIONS SHOWN THUS:�a.DARE REFERENCED TO AN ASSUMED DATUM. 65A•30 Aq, e 2�, 3. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. • N 6 ,MG 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP e°D 4. MINIMUM LEACHING SYSTEM FORA 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. G GOq 96 \ 1 POOL; 12' DEEP, 8' dia. 1 OIAV _ f - Nx 4WMG.Mme' Do,, � 'Ox / Ay GaH TP 7p ' 00- ppO / 225 0°• `A'Y . . r'l •d T i 4 00• ENP,EN T e 1x eE� Et' Vol;ADE EAS TEST HOLE DATA A . I �J. \ £w • • a. WRK Bliaew swm lo•M �ig �� aRaxx uwrc sw6 • e WptEk �N •.• O• r_o• M� FOM Mo A•3 T BROWN srvm cur n e 0 rA"c 6 g5 S S Jg�!F' pNS �. s P PG WATER SUPPLY AND SEWAGE DISPOSAL SYSTEMS MOSC '• CONFORM WTTR NEW STANDARDS DATED NOVEMBER 13.11195. ai 4 P.UE BNOWR FINE a } ro CWRS sAvo a SUFFOLK COUNTY DEPARTMENT OF HEALTH SUVICBB VPCPN� r• PERBUT POR APPROVAL OF CONMUCRON FOR A UNATHORIEED ALTERATION OR ADDITION OLE FA?dMY REFH/ENCE ONLY ./ TO THIS SURVEY IS A NOGTION OF DATE. \�3 R! •q 6 ,�i�(A BECTON EDUCATION LA OF THE NEW YORK STATE RBF NO / COfnESF GW. V��y (\�` 1� COPIES OF THISURV SURVEY MAP NOT BEARING APPROVED ` `\�-� T"�`�r^V" EMBOTHE SS D SEI SOHLLL INKED Nor BE CONSIOERED 70 FORMA)MMMOF 4y TO TI A VPN° TRUECOM H Y BEDROOMS CERTIFICATIONS THE PERSON EF HEREON SHALL RUN Z ?I ISLY PREPARED. AND ON HIS BEHALFOR WHOM TTO THE .� BXPiRHS 7HR�YEARS FROM DATE OF APAtOVAL TIRE COMPANY. GOVERNMENTAL AGENCY AND TENTING ISSIGN IIDN ISTD HEREON, AND TO THE ASSIGNEES OF THE TENDING INET-TUITION, CERfIFlGTIONS ARE NOT TRANBFEAABIE PFENNIG CONSTRUCTION CORP. P.O.BOX 244 WADING RIVER,NY 11792 AND/ORTHE EXISTENCE SEASEMEOF RIGHTS RECORD,FWA F PHONE FAX(51 )929-4272 ANY. NOT SHOWN ARE NOT GUARANTEED. FAX(516)929-4272 PREPARED IN ACCORDANCE WITH THE MINIMUM BY THE FOR ITTLE S°RM AS D ADO BEE° Joseph A. Ingegno BY THE LIALB. AND APPRDVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND r AN, LE ASSOCIATION. Land Surveyor Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (516)727-2090 Fax (516)722-5093 OFFICES LOC4TE0 AT MAILING ADDRESS "'• N.Y.S. Uc No. 49668 One Union Square P.O Box 1931 Aquebogue, New York 11931 Riverhead. New York 11901 96-295 SURVEY OF LOT 36 61� f MAP OF �$29IZg HARBOR VIEW AT MATTITUCK FILE No. 8377 FILED AUGUST 21 , 1987 SITUATED AT pU� MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK c �yJ Fe / S.C. TAX No. 1000- 115- 17- 17.22 PIS 1"=30' 135' f$�A SEPTEMBER 24, 1996 MARCH 26, 1997 REVISED HOUSE LOCATION AUGUST 18, 1997 FOUNDATION LOCATION �/P V `�a / j \ AREA = 40,906.32 sq. ft. 0.939 ac. CERTIFIED T0: ,, 665 ° v, ,�, _J�, JOHN KELLY N T°' FIRST UNION MORTGAGE COLUMBIA TITLE AGENCY, INC. s , A�rT�• T \ °, `6 jV D� �� TEST HOLE DATA y D m / ewwR savor TDW 3o a • 1 eRrnm uw.n swo ie0 1 ��_p9 a �OE yl • C�G1' \as 'A • • $ '0fW Fr�A�L'W�5665b3C •NPt�a r{`I CUY A 'AE DR. FINE a ^ , To asoM swD to m UNATH°RI2ED ALTERATION OR AD°RI°N TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE NOTES.' EDUCATOR LAW 1. REFER TO FILED MAP FOR TEST HOLE DATA. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKEDSEey OR 2. EXISTING ELEVATIONS SHOWN THUS: 5DDARE REFERENCED TO AN ASSUMED DATUM. EMBOSSED SEAL SHALL NOT BE CDN9DEREp 3. S.C.D.H.S. REFERENCE No. 310-96-0104 TO BE A VPLD TRUE COPY. CERONLY TO T HE PERSOINDICAN FO HEREON SHALL RUN ONLYTOTHE PERSON FOR WHOM THE SURVEY TI PREPARED AND E HIS BEHALF TO THE TITLE COMPANY, IO USIED HE AGENCY AND TENDING INSTITUTION F THE HEREON, AND TO THE ASSIGNEES OF THE TENDING INSTI- PFENNIQ CONSTRUCTION CORP. Tun°N. cERRHCARDrvs ME NOT TRANSFER ABLE. P.O.BOX 244 WADING RIVER,NY 11792 PHONE(516)9293466 THE EXISTENCE OF RIGHTS OF WAY FAX(516)9294272 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE PRVEYSOVE AS D ADOPTED Joseph A. Ingegno BY THE DS FOR AND APPROVED AND TABUSHp FOR SUCH USE BY THE NEW YORK STATE IANp TIRE ASSOCIATION. A Land Surveyor 9V�L oFcy F1 I Tide Surveys — Subdivisions — Site Plans — Construction Layout PHONE (516)727-2090 Fax (516)722-5093 �OF4 OFFICES LOCATED AT MAILING ADDRESS N.V.S. Lic. No. 49668 One Union Square P.O. Bax 1931 Aquebogue, New York 11931 Riverhead, New York 11901 96-2953 SURVEY OF LOT 36 MAP OF HARBOR VIEW AT MATTITUCK FILE No. 8377 FILED AUGUST 21 , 1987 SITUATED AT MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK 135oD' f� S.C. TAX No. 1000- 115- 17- 17.22 ON SCALE 1" =30' 's.• SEPTEMBER 24, 1996 "le � MARCH 26, 1997 REVISED HOUSE LOCATION \ AUGUST 18, 1997 FOUNDATION LOCATION MARCH 2, 1998 FINAL SURVEY v \ \ AREA = 40,906.32 sq. ft. ac. IFE YA A N6g5A3dE a/// w° CER JOHIN TO: \ FIRST UNION MORTGAGE' \ i e COLUMBIA TITLE AGENCY, INC. vo 2 �A \ 6 NOTES: A N+. \ �^�, `" 5 � .C'.D.H.S. REFERENCE Na. RIO-96-0104 \\ az U c'+` Oal FGpRpE / 2. SEPTIC SYSTEM MEASUREMENTS X9 r• £ + 9 5t 6 0 680 v s' / AS PER S.C.D.H.S. \slNOUOJSEd ,a Z+ + • �,\ ,may /� . 10 ST5 Ply c P�,�j, • 10 r^� � � \ e•'i/ y�-q�^},�, i\` \ ice/ ��t" � . f / \Vjk �✓j� at o N1 ° oOO' z a rOE woa �o1 �N6g5A 3d xP1i a 't POB�\G PSS _� 5 Z] �jyyvv >UC'FOLK COUNTY DEPARTMENT OFtf9AiTH 9E.RVICES L=62.83' j.i APPROVAL WORKS FOR � 4 . A 571•11CLE F'AMILV(,9SIDENC,E. ° . O w D <aa d 4 9498_rts.rTa r D. -aU(G "Clic sewage<Iispnul ara wafc;sl plv thei fitica at this mention have Dees ded"'ced andlor c""'hed Dy*his Oc7,ue:nen+or'Aho agCoFICS anti Ingrid to he sa%facloy FOR ryy1A-YIV,IjM OxC DROOMS. 1 ,a w a—I'(� UNATHORIZED ILTEMTION OR ADORION "�)")'�-----•- ----•� TO THIS SURVEY IS A V101ATION OF $IQjl11QU d %OLIL Pi':.,C111:F BETION 72M OF THE NEW YORK STATE OB1ce OFWater and YVasti;walcT Management EDUCATON UW. COPIES OF THIS SURVE'r MAP NOT BEARING THE IAND SURVEYOR'S INKED SELL OR EMKO M SELL SHALL NOT BE CONSIDERED TO BE A VAJ-D TRUE COPY. ON ONLY CERTIFICATIONS TO THEPERSONRTED FWWHON THUI R WHOM THE SURVEY .J`t2lIE'LE9LlLC>LC�16filiGN ��/LL/dP//. IS PREPARED. AND ON HIS BEHALF TO THE M E COMPANY. GYVERNMENTLL AGENCY AND P.O. Box 744 • Wading River, N.Y. 11792 USNDMG INSTITUTION LISTED HEREON, ANO IF THE LENDING Nsrll- (516)929-3456 Fax(516) 9294272 TUTONE ASSIGNEES ME NOT TRANSFERABLE. Directions to Model LIE Exit 68N(Wm.Floyd Pkwy)to end(Rt. 25A)beer right head east 1.5 miles,NE corner Gateway Dr.&Rt.25A THE EXISTENCE OF RIGHTS OF WAY Monday-Friday: 9am to Spm Saturday: Lou to 5pm ANO/OR EASEMENTS OF RECORD, IF Sundays&Evenings by appointment,Closed major holidays ANY, NOT SHOWN ARE NOT GUARANTEED. Model hours may be subject to change Pleue cell ahead PREPARED IN ACCORDANCE WITH THE MINIMUM YTHESTANDARDS FOR TIRE BURVEIE AS a ADOPTED Joseph A. Ingegno lW THE LIALS. A APPROVED AND ADOPTED FOR SUCH USE THE NEW YORH STATE LWO In soclA 0�LANDS Land Surveyor goy o 9 Title Surveys - Subdivisions - Site Plane - Construction Layout * PHONE (516)727-2090 Fax (516)722-5093 N NQ`E OFFICES LOCATED AT MAILING ADDRESS 'A9A� 6 O N.Y.S. Lic. No. 49668 One Union Square P.O. Box 1931 Aquebogue, New York 11931 Riverhead, New York 11901 96-2950 DRAWING INDEX B DESCRIPTION Q ' 1 COVER SHEET 2. 1& .2 TYPICAL ELEVATIONS ? 1 RANCH RI-LEVEL DVGX3.1 DVGX3.1 ➢VGY3.1 2.3 OPTION ELEVATIONS & GARAGES 3� Y =' ➢YGX3.1 2 TBR L RANCH T OR L SPLI LEVEL INLINE SPLIT LEVEL V C 'c _ 3. 1 FLOORPLAN MASTER & NOTES 3.2 FLOORPI MASTER Y C1 c E „ 4 TYIPCAL KITCHENS V I` a 5 TYPICAL BATHROOMS d E in Uny X3.2 6. 1 TYPICAL FOUNDATIONS U Q OVGX3.2 BVGX3.2 6,2 NOTES/FOOTING DETAILS o O EDYGX3.2 DVGX3.2 iV0 STORY SIN0.E STORY OFFSET {y U! O m m Z 6 t (O TVO-PLEX RANCH TWO-PLEX BI-LEVEL TVD-'LEX TYO-PCE% OFFSET TWO FAMILY A-2 7• 1, .2 TYPICAL CROSS SECTIONS .n i F -N u m TWO FAMILY A-2 TWO FAMILY A-2 TNO FAMILY A-2 &.3 STAIR DETAILS & NOTES ¢ o a 0 = ,, 3 GENERAL NOTES 83 &.42 SECTIONS AND DETAILS p o E E W HOMES. THETHE SMETHODS OFED PLANS NC CONSTRUCTION DETAILEDONS ARE TWITHHE INPSHALL BEFRTY BF MSKEPT B.S DETAIL REFERENCE NOTES O-j N N Z `o' r; -' 9. 1 , . 2 FIRE SEPARATION DETAILS H' - y = W = G= CONSENT NOFAHSI ISYPROHIB ITEDZED USE OF THESE DRAWINGS Vi THOUT THE ,3 & .4 (9.4)GARAGE DETAILS a N Z � > ?. ° E c P3 m WGX 17.1 NSI WILL BE CONSIDERED AS A 'SUB-CONTRACTOR' IN ALL OVER L UNDER TWO PCE% TVD STORY ^) Z (A m m a TWO FAMILY A-2 4 10. 1 DOOR,WINDOW SCHEDULE & NOTES c U) 9 n E o - W m BUILDING PROJECTS, SUPPLYING A BUILDING COMPONENT TO A 'GENERAL VGX3 > m \ o y o CONTRACTOR' OR 'BUILDER'. THE SPECIFICATIONS ARE FOR 10.21 SPECIFICATION SHEETa EC p Z `O 0 `m o m a DESCRIBING AND DETAILING THE PROPER USE OF OUR MANUFACTURED BUILDING 11 . 1, Q (� Q "" -m m - L E MODULE AND IT'S CONSTRUCTION, COMPLETE BUILDING PROJECT DESIGN 2& 3 ROOF SYSTEMS q (n a m ❑ + m (^ " (I .e. SITE FOUNDATION, DECK OR PORCHES, ECT.) SHALL BE BY GENERAL LU -1 } (3 r m N L c CONTRACTOR ALL NDTES PERTAINING TO 'IN-FIELD' OR 'BY BUILDER' SHALL B ® 12 CAPE ROOF SYSTEMS ��. Q o ,i a m O THE RESPONSIBILITY BF THE GENERAL CONTRACTOR. 13 . 1& .2 MASTER ELECTRICAL PLAN 3 CYC d 0 - THESE PLANS MUST NOT BE SCALED FOR DIMENSIONAL REFERENCE. ALL Q fi ,'� Q > m c E c DIMENSION LINES AND NOTES SUPERCEDE ANY SUCH REFERENCES. 14 • 1, TYPICAL HEATING MASTER m i° t 2 o. m ALL 24' VIDE MODELS ACTUAL DIMENSIONS FROM THE OUTSIDE FACE OF WALL ZERO LOT LINE .2& .3 O Z 4 c o 3 - 'o FRAMING IS 23'-B' 14. 4&.5 TYP. HEATING AND ELECTRICAL c •- m ANY MODEL MAX.TWO 3 a C m O •� ,_ THE THIRD PARTY AGENCY SHALL BE PFS CORP. LABELS SHALL HE LOCATED FAMILY A-2 BETWEEN 15. 1&.2 PLUMBING MUTES \ p - m n 9 AS FOLLOWS. STATE INSIGNIA, DATA AND THIRD PARTY LABELS SHALL BE .31 CAPE DWGX3.2 6 LOT UNES A N 1' a MOUNTED ON WALL BELOV KITCHEN SINK. ADDITIONAL THIRD PARTY LABEL 15.3 PLUMBING & NATERgA R w m y 0TO BE o INSIGNIA LOCATED I EACH A CHLEBDINEEFORACH NEW JERSEY FOR MASSIITONEALASTATBEL FOR 15.4&.S PLUMBING RISERSQ y .cE F �l- o m a E MD UP TO 1200 SOFT, ONE ADDITIONAL STATE INSIGNIA Tp BE INSTALLED FOR 15, 6 FLOOR PLAN PLUMBYOUT ¢ Z 2 m c c EVERY ADDITIONAL 500 SOFT, NOTE. 15 7 OVER & UNDER TWOra .•� y THE LOCAL BUILDING CODE ENFORCEMENT OFFICER SHALL APPROVE SBE REQUIRED DISCRETE MODELS (PLANS HAVING THE PLUMBING R m .- ,a FIELD BUILT WALL$ BETWEEN DWEU-NGS.AS PER NYS CODE 701.3e,HANDICAPPED SAME SPECIFIC RDUM ARRANGEMENT OR 16. 1 SHED DORMER DETA m ADAPTABLE UNITS PER NYS CODE TABLE 1-1102&1102.1E,COMPLETION OF FIRE RATED ARCHITECTURAL STYLE) SHALL BE PREPARED A44P�O1 bye 0 0 .• ASSEMBLIES ABOVE CEILINGS & UNDER FLOORS,HANDRAIL6 FIELD INSTALLED,&Ul FROM THESE DRAVINGS WITHOUT MODIFICATION 16. 2 SHED DORMER DETAAA oT w m WORK DONE ON SITE. ADDITION, OR DELETION IN ANY MANNER. 17 . 1 UVEB & UNDER TW❑ ♦e( o4E TE AGENCY. r ALL INTERIOR HANDRAILS PROVIDED & INSTALLED ON SUE BY BUILDER. 4 o n � 17 .2 OVER & UNDER TWO 4'4. Y or DESIGN BASIS MODELS le ALTERNATE WALL CCTION \X, I.RANCH, SINGLE LEVEL HONE PLACED ON A CRAWL TRUSS. 2 24' DC SPACING SPACE OR A FULL FOUNDATION.FOUR MODULES MAX. IB. I TYP.SECTIONS AND DETAILS E - c BI-LEVEL, SINGLE LEVEL HOME PLACED ON A FULL FOR ALTER.WALL C . 0 0 40 PSF = TOP CURB LIVE LOAD FOUNDATION WITH A SPLIT STAIR ENTRY, UNIT 1(3. 2 FIRE SEPARATION TER , •.- 0 7 PSF = TOP CORD DEAD LDAP ' 0 ` Z 10 PSF = BOTTOM CORD TOTAL LOAD MAY OVERHANG FOUNDATION 24'.FOUR MODULES MAX.AXWALL CONSTR . ; TRUSS. 2 16- OC SPACING 2.1- AND T RANCH, SINGLE LEVEL HOME ON A CRAWL m m UI 60 PSF = TDP CORD LIVE LOAD SPACE OR A FULL FOUNDATI➢N.SIX MODULES MAX. 19 SEPCOM NUSTA LE ZERO DISTANCE AREA 9� j 10.5 PSF=TDP CORD DEAD LOAD SPLIT LEVEL, TUG LEVEL HOME WITH AN ELEVATION NON COMBUSTBLE ZERO LOT UNE WALL ENGINEER. 15 PSF = BOTTOM CORD TOTAL LOAD DIFFERENCE AND A SPLIT STAIR SERVING THE 18.1 _ m m p RAFTER. UPPER LEVEL AND BASEMENT.SIX MODULES MAX. 40 TO 60 PSF = LIVE LOAD N 10 PSF = BEA➢ LOAD 3.TVC FAMILY A-2 DWELLING, A TWO OR FOUR TO EIGHT NEW YORK STAT * ��T:DF MEQ,y C W MODULE STRUCTURE BUILT TO ANY OF THE OTHER MODELL O o O O CEILING JOISTS (STORAGE) SPECS AND PROPERLY FIRE SEPARATED BETWEEN UNITS. H - O 20 PSF = LIVE LOAD CODE CONFORMANCE. �G a, /- aU SIDE BY SIDE SINGLE FAMILY DWELLINGS. TVG FAMILY A-2 ]. ENERGY CONS. CONSTR 1 , �4 10 PSF = DEAD LOAD 9 FLOORS (NON-SLEEPING AREA) MAY BE AN OVER AND UNDER UNIT WITH FIRE 2. NATIONAL ELECTRICAL - 40 PSF - LIVE LOAD SEPARATION BETWEEN LIVING SPACE AND THEIR 3. NY STATE UNIFORM FI E w 10 PSF = DEAD LOAD EGRESS STAIRWAYS. BUIL➢TNG CODE CURRE SOD '""" ` _ 4.TV0 STORY, A FOUR TO EIGHT MODULE, TWO LEVEL #0FrlUENNSYLV STRUCTURES FLOORS (SLEEPING AREA) 30 PSF = LIVE LOAD HOME PLACED ON EITHER A CRAWL SPACE DEI FULL DESIGN CRITERIA A THIRD PARTY. ANIA, INC. >y FOUNDATION, AND RTWOEE FAMILY NON, FOUR OR EIGHT NODULE. COVER SHEET 10 PSF = DEAD LOADCAPE,A CONSTRUCTION TYPE, WIND LOAD AT WINDWARD SIDE S.EITHER TWO NI THREE MODULE SHED BUILT WITH 5-R - CT, DE, ME, N➢, NH, NJ, NY, E B 0 1 EITHER A FINISHED OR DORMER) SECOND _ 21 PSF (.B)=16.8 PSF FLOOR (OPTIONAL SHED DORMER) PLACE➢ IO VT' WV' I( ' � - 35 PSF (,8)=26 PSF (MD L NJ) USE GROUP CLASS]FICATION. EITHER A CRAWL SPACE N FULL FOUNDATION, DRWN BY , TDG DATE 16-3-96 UPLIFT GROUP R-3 PROVAL I RED TO 20 PSF (1,25)=25 PSF AT ROOF 6. ZERO LOT LINE. ANY MOOFL(1 THRU 5) WITH MAX. TWO FAMILY GROUP R-4 CT, PA. NJ. 25 PSF (2)=50 PSF AT OVERHANG A-2(NEW YORK)BETWEEN ZERO LOT LINES. GROUP A-1 L A-2 NY. DCCUPANT.DNE L TWO FAMILY DWELLINGS All. 61997 SCALE : NONE DWG . NO . + I FACTORY BUILT PORTTT01 O' (BAR SITE BY — e1'- D• -- —�{ OTHERS) 13•- D' MULE .C' SPACE IJ'- D' YOplllE 15'- 9• 15'- 10' EXTERIOR BASLSAM ENTRY 2' 0' p,_ 4• 9'- 11' 24'- 3 1/Y 11 9 ,/7 (FOMDATION IALLS AAD STAIR 1717E u,c ON-SITE BY OTIEl15) anc as 74210 -a. 15 LITE A,C ® HOX FtXr SFFII 2❑ OO (F It 36 R 3D42 NEAR 3 2x11 SPF 42 - _ - _ _ _ _ _ _ a 9 I' BATH 96 B29 B1 I IALK-IN I ry 0 L 5 CLOSET 3 I i iH O KITCHEN g BEDROOM 70 ❑g n ry 1B24 Bae 1 FAMILY n p ROOM ¢ Ctc. I^ BEDROOM [ ❑s ACC. p - L PNL. 44 3/4' c le 7/8• 1.OJR' 8 8 FOR OlfSITE 51(YLICHT $��-'n �1 6 16 B13 BATH G 3624 1842 4'- 0' 12 �- - ~_ _~ BAIR. COLM 1. 5'- O' S'- e• 4 _p _ _ _ _ REO'D. B'- 10 1/2. 3'- p' �_ I' / 11'- 9 1/2' O ONE LAM 5/0• TYPE 'X' c FIRE-RATED GYPSUM EACH SIDE ti pl � lis r ' II DINING I , . W II ICLPNOL. R BATH Dpu II II " LROOMG II ' FOYER II II „ y I I" 6 II I ISI GARAGE 1.13 —Lim_ II (GARAGE k GARAGE ROOF 5 s = H ON-SITE BY OTHERS) _ _ _ _ _ _ _ — — — a — — 9 — —LAB—EL S r11'- 15/11'1 5- B 3/4•H R.O. NOR III- RL LABELS o Hdl(3)2rfi SPf{2 9 90 I I T"1 FOR DN-SITE BAY VIRGIN ,e 0 vcs nw QED j7 3 M NM TO ANDERSEN TIN 4252-20 16 II rMMRt 7JZ7/p)(t)�y�yF� - N•K RATE 19=14 rI K 15'- 3 1/2• i 17•- 11 1/2• 111_ g. 411•- B' BEDROOM 11 BEDROOM �/W �_ 15'- 11 112' (S- S) 12 BEI3 _DO INWIC V WMII FRAMING UNIX �l OF FOUNDATION 12'- 3• 12'- 3' HAS BEEN 2fi'- 3 1/1• wa,-m srFR wn ,-m mrs 11 UUAL>MOIAN / f .Xc ... �.. PIREVENTINO r &Z ulna jppE� OCCUPANCY OR �""q��IRGTE 4� USE IS UNIAWFUk WITHOUT, k1JE-4CAT To the best of my knowledge, belief and prafessianal judgement ti.v 1 this Factory Manufoalured Home (FMH) plan has been approved F DA11YN AP R VEDASNOTED from a system set of FMH plans previously approved by the DEPARTMENT OF STATE CODEIS DIVISION ApPliaatlon No.01413, DATE: B•R PRA Manufacturer's NO.M-1248, Expiration Date SEP z5 1s9e, PROVIDE OPENINGS REAM WINGS which has not been modified in any manner. EMERGENCY ESCAPE FEE: FOR er: NOTIFY B IL ING DEP AT 2. The energy portion of this FMH plan has been prepared using REQUIRED BY PART AS 765-1802 £I AMTO4P OR '•HE is is Part 5 of the NEW YORK SMate Energy Conservation Construction ,� g�� 7U OF FOLLOWING INSPECTION$: Lu , Ener (Energy Code) and Ir in full compliance .ith the tTATE'�UNIDIN(ly y 1, FOUNDATION - TWOREQUIRED SK, Energy Code" FOR POURED CONCRETE 2. RUUGH - FRAMING & PLUMBING n rT 3. :NSUL ATIt')N rm w NOTES: PLUMBER CERTIFICATION PLUMBING s. PE —,'. . e[ FORnNLEM C.O.T(oN MusT m _ 1. 2X6 EXTERIOR WALLS WATER LINES NLUMBING NEEEL) BE `'GI�HLEFE FOR C. o 2. B' CEILINGS ONLEADCONTENTBEFORE "'�' r 4NrJL`1E.mEj\fT sF r MEET I 3. 7/12 TRUSS ROOF, 24' O.C. CERTIFICATE OF OCCUPANCY TESTING BEFORE COVERING T1'+` "t'-f^'Ts�STWi1 VI 'UE 'fEN N.Y. I P ST1�F% 1'�Pd..THL`"PIOI4 $1 ENERGY 4. OMIT BASEBOARD HEAT SOLDER USED /N WATER c-' �- :-L. NrDi RESPONSIBLE F FGR 5.6. 2ND10RSEN FLOORI4mY5�EM SUPPLY SYSTEM CANNOT l fa perWattUding 16 tiny IA`"r'°i':P: r)F: CGhIEFRoacrlGN ERRORS APPRMAL EXCEED 2/10 of 1 k LEAD. piping Snell be To system; P P of HPC K cr L Onl JUIL 61997 BUILDER: PHD HOPES CUSTOMER: [ BELLY SERIAL I1 STATE: [ NY XzjMODULAR STRUCTURES OF PA INC MODEL . NEWPORT SIZE : 62' ¢ {O' REVISED 259 South Old Trail Rd. Selinsgrove, PA 17870 DRWN BY : BAH DATE: 07-14-97 (717)-743-2012 - CHECKED BY : FILE :_ PHDNELLY _ I CRIME w w LLL 11 I �1 III II � I W I ZT A.F.F, I I I I ^ III _ _ _ _ _ _ _ _ _ _ _ _ _ _ -I an Ir _ _ - _ _ _ _ _ _ - i I I HEICM I I I I r _ _ _ _ _ _ _ _ _ _ I I I II II I y - _ _ _ _ _ _ _ _ - - - ,I u - I IT, IF] 'r COIL VIRE FOR ONSITE II _ UKASE LIGIf It MILE II rlu BOM IL _ _ _ _ _ _ _ _ n. I II I II II I I I I I - - - - - - _",� I II I II II I I I I IO ® I I _ _ _rd' I II I I Iu - - - I I - _ _ _ _ _ T II II CHIME II ® n BORON aI I I II I I I1 I I II I I II II I NOTES: I. OMIT BASEBOARD HEAT 2. ALL SMOKE DETECTORS AC/OC. IVflyL 6 Q �ND LL IYFi�fO'¢p 'To the best of m knowled e, belief and qy q Y 9 professional Judgement `,jfh_ 1 . this Factory Manufactured Home (FAIN) plan has been approved from a system set of FISH plans previously approved by the m `�j �{,{r 2 DEPARTMENT OF STATE CODES DIVISION Application No.01413, - F whichManufactur note No.been modified dExpiration Dale SEP 25 1998, `0 G which has not been modlf ied in any manner. 2. The energy portion of this FMH plan hes been prepared using OF Part 5 of the NEW YORK Slate Energy Conservation Construction code (Energy Code) and is in full compliance with the Energy Code" A" WWAL' JUL 1 6 1997 FACT WM emu roro BUILDER: ' PHO HOMES CUSTOMER: I KELLY SERIAL (JI STATEN NY MODULAR STRUCTURES OF PA INC AAODEL : NEWPORT SIZE: 62' x 40' REVISED 259 South Old Troll Rd. Selinsgrove, PA 17870 DRWN BY: BAH DATE: 07-14-97 (717)-743-2012 PHDKELLY CHECKED BY : FILE:________ 0000 EE 0 B EFE FRONT ELEVATION RIGID SIDE ELEVATION 0 B=3:L El El 13 00 REAR ELEVATION LEFT SIDE ELEVATION y,��'(E OF NE 4,yo n P` R,Pi1 L LyFWX 9•F ii •P ,y R z w ra � O 0 "To the best of my knowledge, belief and professional judgement S1 N t , this Factory Manufactured Home (FMH) plan has been approved from a system set of FMH plans previously approved by the DEPARTMENT OF STATE CODES DIVISION Application No. 01413, APHIGIVAL Manufacturer ' s No.M-1248 , Expiration Date SEP 25 1998, which has not been modified in any manner . JUl1 1997 2 . The energy portion of this FMH plan has been prepared using MCRWmoil Part 5 of the NEW YORK State Energy Conservation Construction BUILDER: ! PHD HONES CUSTOMER: ! KELLY SERIAL ,#1 STATEN NY code (Energy Code) and is in full compliance with the MODULAR SouthSTRUCTURES Traail OF INC MODEL: NEWPORT SIZE: 62' r 40' REVISEb Energy Code" 2591 Selinagrova, PA 17879 DRWN BY: NAH DATE: 07-14-91 1 1 /ll"// (717)-743-2012 CHECKED BY: FILE:_ LL_ l fi6'- P 131- 0' r _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ - _ _ _ _ - _ _ _ _ - _ _ _ - _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - I r _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ , _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ r I I I I 1 I I I I I I I I I I I I I Pfi D' fi 9 6'- fi' m I I I I r I I I I i I I I I 1 \ I I e I I I 1 I I R I I I I I I b I I I I I I I I GARAGE SLAB (GARAGE ON-SITE BY OTHERS) I ; I - - r - - - - - - - 1 - - - - - - - - - - - - - - - - - - ' I I I IJ2' I I I I I I 1 I I I I = 1 I L I I I 1 - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - I - � I I i _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I _ _ 2e•-312. - - - - - - - - - - - � I - - — — — — — — — — — — — — — — — — - yihtE OF NEWY e Y'FD L.wFy�'0 F m w ' 2 NOTES: °o = i. FOUNDATION DRAWINGS ARE RECOMMENDED ONLY, oFE s ACTUAL FOUNDATION DRAWINGS SHOULD BE APPROVED BY A REGISTERED ARCHITECT. 2. FOUNDATION DIMENSIONS ARE FROM STUD TO STUD AND DO NOT REFLECT EXT. SHEATHING arrBov Ur To OR HIGH "R" INSULATION. JUL 1 b 1997 FACTORY BUILT PoBnBN BUILDER: , PHD HOMES CUSTOMER: , KELLY SERIAL #1 STATE: , NY MODULAR STRUCTURES OF PA 259 South Old Troll Rd INC MODEL : NEYPORi SIZE: 62' x 40' REVISED Sellnegrova, PA 17870 DRWN BY: BAHDATE : 07-14-97 (717)-743-2012 FILE: CHECKED BY : _P�KELLY _ I y qq REVISIONS BY N aNr9� off zP a�moa �PAeE „ma z�Ww'a a �a ya tb r V N ❑: a_ z z 0 z z X 1404 tw xF�u- ZZ• Z%y ST'R Y��.A•" Ijnn hC.e.a� •�" LL S�i%V" '�rK L6n RR ovtX1•ab ryr, ; LLJ z 2 - 2v$ eC �i8 ZZZ _ W y o� 9 - — ---- 9 -- - - - - IL Q vi 9 LL I� .m_ __ _• �` Itis N LL U � 06J LLJ —i U) 9a --- - - - - - - - - - - - _ - - - O o UO wzo 0 � - o G 0 x P OF NEW Y DATE yR S A �ORr' %CS, SCALE DRAWN 0 I � ¢ ' • � aW JOB C NO 0561 �jV` SHEET �FE551oNP� 51OCKDRAFTING FONM I0 1011• OF SHEETS •..~r p ® WOTESs I. SIDING SHOWN 1S 4', OTHER SIDINGS ARE AVAILABLE. , 2. EXTERIOR LIGHTS TO BE SHIPPED LOOSE FOR ON-SITE i INSTALLATION BY BUILDER TO PRE-WIRED BOX. `�- a c 3. SIDING FOR ENDS AND BOTTOM ROY IS SHIPPED LOOSE _ .T FOR M4-SITE INSTALLATION BY BUILDER. r y F 4. HANDRAILS, STOOPS, STAIRS, GUTTERS, DOYWSPOUTS = � `� ? AND SPLASH BLOCKS ARE FURNISHED AND INSTALLED BY 0v BUILDER IN ACCORDANCE WITH STATE AND LOCAL CODES. CL CL 6 � o S. ALL ELEVATIONS ARE SHOWN WITH A 6/12 ROOF PITCH ca Y SEE ROOF SYSTEMS DETAILS FOR OTHER AVAILABLE ROOFS. O Q (D s w6. SHUTTERS ARE OPTIONAL ON ALL MODELS. 0 ti- r H- ® 7. STORM BRAIN REQ'D WHEN ONE ROOF PITCHES TOWARD L- O o E CLG c N < ANTHER ( ON-SITE BY BUILDER ) c O �. a t N e 8. BASEMENT WINDOWS ARE OPTIONAL FOR ON-SITE W r' r o o v, 9. INSTALLATION DESIGNEDIATER.40 TO 60 P.S.F. LIVE LOAD AS t-- p O c E !f 1 i- Z r o O PER STATE REQUIREMENTS. +' C 10. THE NUMBER OF WINDOWS VARIES ACCORDING TO EACH j Z r' INDIVIDUAL FLOOR PLAN. `r1 Co,) cJ p ` Y5 E Ld ! ®® It. MASONRY VENEER OR OTHER FOUNDATION FACING FURNISHED > ,- rn� AND SITE INSTALLED BY BUILDER. rp -- -• r, -0 F- 12. TERMINATION WEIGHT METAL CHIMNEYS WILL BE AT A MIN. a G } "� r E O 0_ F OF 3'-0' ABOVE THE HIGHEST POINT WHERE THEY PASS THRU `; I '.. U7 z 5 THE ROOF LINE AND A MIN OF 2'-0' HIGHER THAN ANY 2 Lu ca rj _ PORTION OF A BUILDING WITHIN 10'-C' (CHIMNEYS TO BE O O C RANCH 4 Q INSTALLED ON-SITE BY BUILDER) cr O z O C C 13. IN ATTIC i ENCLOSED RAFTER SPACES, THE MINIMUM VENTILATING Q Q — v? a o O O O AREA SHALL BE T HAY BE REDUCEDOTO 1/00 IFAATT LEAST 50% [IFF OF SPACE VENTILATED Lu CL -1 ? 3 ca r `° y r - t E cx .N '' TT VENTILATING AREA IS PROVIDED BY VENTS AT LEAST 3' ABOVE EAVE Q Q O 2 `� O t C 1 I OR CORNICE VENTS W/THE BALANCE OF REQ'D VENTILATION PROVIDED Q `-' c -r- %- %- -61 O I 1 ®® BY SAVE OR CORNICE VENTS. IZ ? ` E o .- 14. WHEN A TWO STORY UNIT IS ADJACENT TO A SINGLE STORY UNIT Q o s o Owl (IE. TWO STORY MODEL W/ATTACHED GARAGE) THE SPACING OF THE r, 6 a c3 a O- - TRUSS / RAFTER OF THE SINGLE STORY UNIT SHALL BE DOUBLED O z cc E `>° o FROM THE SIDE WHERE THE TWO 2 UNITS MEET, EXTENDING AWAY FROM fl. ca a� o N C y THE TWO STORY UNIT 10'-0' O .1�- Q'L4 15. ALL DRAIN AND WASTE VENTS SHALL TERMINATE A MINIMUM OF 12' m a c3 p v- ® ABOVE THE ROOF LINE. (MASS TO BE 18' TO 24') r+ U Lu 2 `o O COV CLG ROOF VENTTERMN Q U EL O e FEET MIN. TWO O Q Z — E FROM LOT LINE ®® � s ' r TERMINATES FEET MIN. w FROM LOT LINE I ate) ° o �s��= z —z I STATE AGENCY 3 t C I 1 ♦�� 44 ®® O +� p f NE W _yO 0 MIN. I I----i i , tE PH L. Y ti SS ♦ tp O� �i� A O I CLG I I I I 1 4 y E — C I 11 1 1 1 O O I 1 I 1 Ak, -A r-, fig ----r-, I \` I °a 010A ?O I I 1 I 1 °FES610Np,♦♦♦, 0 0 0 I LJLJ �nuua�� E I NEER. AUG 23190 v 0 w I ' ,alt ��`I 'IL \ . GROUND SNOW LOADSI ; ; cr 40 TO 60 PSF �� / m ; z xz MODULAR STRUCTURES FLR 1 THIRD PARTY. OF PENNSYLVANIA, INC. __ _== _s' TYPICAL ELEVATIONS © WALL SEE OR `Z L�LTTLL TWO STORY OR TWO STORY TWO FAMILY A PROVAL LI a DRWN BY 1 MS I DATE = 6-3-96 SEE DWG.9.1 OR 19.3 `JU 1 6 9 SCALE , NONE DWG . NO . I Z . 1 FACTORY ILT PORTION • r THIS LEVEL MAY ® © BE ROTATED 90 DEG. NOTESe THIS SECTION OF ROOF SEE PAGE 2.1 FOR INFORMATION la SITE INSTALLED o® EXTERIOR RECEPTACLES ARE (GFI) WEATHER PROOFED. PATIO DOORS MAY NOT DE STANDARD ON ALL FLOOR PLANS C _ c 0• MAX OVERHANF,ON FOUNDATION OR 2ND FLOOR OVER IST FLOOR. > i S W 0 1 O OO b r ai < O Q � o tN ate _ 1� I WLff �� .� t" O E c .0 ClG iii ��" W t- O m e L_& c f- / / C Y H C) d ars 0 .9 ro 0) Z • w i < p •p 0 0 b wo IY - \ \ ®® © 1 e e i LL O N w 0 0) 03 2 M L3 7 Ci. &_ �� 1 1 O - '- •�+ to r 75 oO C w Z � } �+ '- oE � E m c c 1 t W (A Z N �.co 0 OLE 0.�— -� 2W WOvE � Q 4 HESE LEVELS I O Z O N N L c MAY BE REV. END ELEV V. a U m l6 G m m n O v TWO STORY-TWO STORY TWO PLEX W J > tO n c m SPLIT LEVEL � g- TWO a c TWO FAMILY A-2 o Q O � y � o m O d c v - v CL E c •- w B Q 2 as z 2 v- c •- Z z O a w El n e ` 2 M jE c n . 0 O 0) v I I U w U 4314) END ELEV. END ELEV. a CL Q m ._ .0 RANCH-BI LEVEL-DUPLEX SPLIT LEVEL e Q Z m v� TWO FAMILY A-2 e M O ++ 0) O 0) c 3 t tl Oc '� o I e _- STATE AGENCY. > O L O H e B ++ eE - c ,,Otptt u�yy v v H • of w y �tii ,w„ U `PtE O♦1 0 -- Z Z " REAR ELEV. `PH REAR ELEV. y P -tol,� RANCH-8I LEVEL-TW C REAR ELEV. TWO STORY-TUB PLEX = 4 .. ,,.� fPLEX CAPE Y/FI�L SEED O 0) Un TWO FAMILY A-2 O 0 .r SPLIT LEVEL TWO FAMILY A-2 • «>+ t -I - ROOF RIDGE VENT 0) O p 1 1RM EINATION C •- N 11 1�® A� I I fF SOIL .. ` 2 _v p iM OF N • ,�All ,�oF1 ss�oN o ��•`'� I EER. e tZ U WP3510 5�r �Ao L �yD;p 14 t F W m w 18313 13 00 ` .09 MODULAR STRUCTURES ® THIRD PARTY. OF PENNSYLVANIA, INC. TYPICAL ELEVATIONS �•�— GRgAl1�DV O o Q 40 0 'JUL 1 61997SF DRWN BY 1 DATE 16/9/96 SHOWN AS RANCH ALSO AVAILABLE IN BI-LEVEL, SPLIT LEVEL, TWO STORY, SCALE , DWG . NO . TWO-PLEXCTWO FAMILY A-2> MODELS NONE . 2 . 2 DORMER EAVE MAY K EXTENDED �. OPT BORMEX C c.is o ,_ , ----------� 4) E••- u LOCATION MAY MAX cc 1 OMITTED HOUSE FAVEMAY O m 4v B'-t•NAX 1 CL P- O = " 1 E I CL m 0 Q 0Ec W ii W r• a = o q o � = gym 11 Q o c f- Z0 0 Eo U- POSTS BY BUILDER U- -0 - OPT PORCH ROOF. O - N OPT. DORMER. - T_ RIH Z o n -', tci _ E z � H . wnc8m EW ". W � � �. 0) 0a = 3 m vl- Z (1) N L T 3E v+� 2W } 03 o� �v z Q O ¢ y ' > >.,O_ SEE PAGE 9 . 4 FOR O o :`., o F I RERAT I NG, INFORMATION W Q o C o e .° t E AND DETAILS CL r w .� rn � POSTS DY BUILDER , a O `� 2 O wcc Q 2 `° s = .N. O n H .« .. v O Z Ccd c \ .-. E s COL v 0 v OPT. CARPORT. .r • -0r c •- W I NDDWS AND DORS v.0 t r, � v ` �- •- NOTESP "ATTACHED GARAGES SHALL BE COMPLETELY SEPARATED ° LOCATIONS MAY VARY DUE /4SPAM %__ ARE NOT SHOWN FROM THE ADJACENT INTERIOR SPACE AND THE ATTIC AREA ¢ z M a a (( NYBY FDR FIRE RATOF 5/81 ED ASSEMBLY 30 ED TO THE GARAGE L BETWEEN OTHER ASCE.T�AM 7 \J GARAGE PER N.Y.S.D.C.TO FL❑❑R PLAN LAYOUT � v E GARAGES LOCATED BENEATH HOES SFW1Ll FIAYE WALLS, PARTITIONS, -0 c c FURS AND CEILINGS SEPARATING THE GARAGE FROM THE - OADJACENT INTERIOR SPACES CONSTRUCTED OF NOT LESS THAN °10 f A� B - 1 MR FIRE RESISTANCE RATING, DOOR SILLS BETWEEN GARAGE STATE AGENCY. C v+ � AND INTERIOR SPACE TO BE 4' MIN. ABOYE GARAGE FLOOR O ++ A N O = ttttt tOtltAA f NE IV Y %I TO f C O / • P ti .Y O j___ NOTES 1. A GARAGE OF 3 OR MORE ENCLOSED PALLS L WITHOUT A 3'NIN. E- C / DREEZEWAY BETWEEN GARAGE i DWELLING SHALL DE SEPARATES . N O v / FROM OTHER SPACES IN BUILDING BY 3/4 HSR. MIN. FIRE • ;a� • r- V O �• ZO %/ P. MANUFACTURER ISHALL DETERMINE FROM THE OWNER L SUITE BUILDERLOCATION OF GARAGE s`i` yr ly�►� C rr / APPROPRIATELY INCLUDING GARAGE UNDER ABUILD FACTORYI ON DYELLIANSSEMILIES • A♦ OI Nv N V (n 3. 1/2' TYPE 'X• MINIMUM GYPSUM PROTECTIVE FINISH a GARAGE BEARING ES O tt V -0 .-. WALLS L CEILING REQUIRED TO PROTECT DWELLING ABOVE FI t Its attt ENGINEER. • 4. DOORS FROM A GARAGE SHALL NOT OPEN ON A SLEEPING OF NEN. , O H 0 S. EACH OPENING BETWEEN GARAGE i OTHER SPACE SHALL 71T A 3/4 HR. MIN. FIRE RATED DOOR.HARDWARE L SELF AU6 2 3 6. FIREPLACE COFBIISTION AIR SHALL NOT DE DRAWN 10 O O in A OPT. DORMER. SHALL FAT BE IN GARAGE. F 7. DN GARAGES PLASTIC INSULATION SHALL DE PROTE ITN = a 0 B OPT. SHED DORMER. THERMAL 1FatRIER. m w 00 olo CAPE ROOF ELEVATION C OPT. WINGED GABLE. �o MODULAR STRUCTURES 109 THIRD PARTY. OF PENNSYLVANIA, INC. S OPTIONAL ELEVATION ov UM TO GROUND SNOW LOAD DRWN BY , DATE 17-15-96 40 TO 60 PSF -JUL 1 61997 NONE SCALE , DWG . N0 . 12 . 3 FAC NOTES[ • 1 . MAXIMUM AREA OF DWELLING UNIT TO BE 4800 (NY-6000) 8. ELECTRICAL CONDUIT,WIRE INSULATION,PIPE,DUCT SQUARE FEET PER FLOOR THERMAL INSULATION, INTERIOR FINISH AND EXTERIOR . FINISH USED IN THIS BUILDING SYSTEM HAVE BEEN iao 2. ONE HABITABLE SPACE SHALL BE 150 SQ. FT. MIN. CLEAR FLOOR TESTED IN ACCORDANCE WITH THE COMBUSTION TOXICITY AREA WITH 10 FT. MIN. INTERIOR HORIZONTAL DIMENSION IN `O E y TEST METHOD PRESRIBED IN SECTION 1120.2,AND > zt m ANY DIRECTION. LIVING, DINING, ( INCLUDING KITCHEN/DINING k G O o R -0 A REPORT OF SUCH TEST HAS BEEN FILED WITH DEPART- CL CL ,6r= o IF NO OTHER DINING) & SLEEPING SPACE SHALL BE 80 SQ. FT. -MENT OF STATE IN ACCORDANCE WITH SECTION• 1120.3 C- MIN. , WITH 7 FT. MIN. IN ANY DIRECTION. ROOM SPACE WITH OF THE CODE. A 'LISTED PENDING REVIEW'(LPR) • Q LESS THAN 10 FT. IS NOT COUNTED TOWARD 150 SQ.- FT. MIN. & NUMBER FOR EACH PRODUCT LISTED ABOVE AND A NEW �- O o E LESS THAN 7 FT. NOT TOWARD 80 SQ. FT. MIN. YORK STATE DEPARTMENT OF STATE FILE NUMBER, IF w T- C 2 3. THE TOTAL GLAZED AREA IN EXTERIOR WALLS SHALL NOT AVAILABLE,SHALL BE PROVIDED. F- 00 p w EXCEED THOSE SHOWN ON PAGE 10. 9. WATER PROOF FL❑❑RING IN TOILET/BATH ROOM. ¢ Z o E a o I- 4. THIRD PARTY LABEL, DATA PLATE AND STATE LABEL SHALL BE U) O *- M o 4 w NIS- LOCATED UNDER THE KITCHEN SINK, EACH ADDITIONAL UNIT WILL 10. 'A'000PANCY DWELLINGS WITHIN FIRE LIMITS 'Be '� cf) N E o N t HAVE EITHER A THIRD PARTY* OR STATE LABEL (AS REQ'D) SHALL HAVE 3/4 HR .MIN.FIRE RATED EXTERIOR WALLS ; > ;; Z � B m LABEL LOCATION SHALL BE INDICATED ON IND NIDUAL FLOOR PLAN. WITH NONCOMBUSTIBLE EXTERIOR FACING (NOT VINYL) - O } >+ � o S r- AS PER NYS : 716 .3b L TABLE I-716 . w c!) Z cA °) N '' 5. HABITABLE SPACE SHALL HAVE A MINIMUM HEIGHT OF 7' _. w :3E iE v Z 6' MEASURED FROM FINISHED FLOOR T❑ FINISHED 11 .BUILDING OF TYPE 5 CONSTRUCTION SHALL NOT EXCEED ! �_ p }: N 15 o a m E w CEILING. TWO STORIES ABOVE A BASEMENT,CELLAR OR FINISHED M p z o ,� m o GRADE AS PER NYS.705.2b & 705 . 1f & g. a U m = a a .'�. = a_ 6. DRYER TO BE VENTED TO EXTERIOR. w -1 > RI Q m ^a.a 7 . OPTIONAL FIREPLACES SHALL BE INSTALLED ACCORDING Q a- y S o m o c TO THE MANUFACTURES INSTRUCTIONS AND NEPA Q D E o u o 211-1988 AND SHALL CONTAIN THE UNIT Q o 1° H •� E SPECIFICATIONS LISTING AND THE MANUFACTURES O Z o rn �. INSTRUCTIONS, & SHALL MEET NY ENERGY CODE. a q y H 2 4 E iE mai o FIREPLACE SHALL HAVE PROVISIONS FOR SUPPLYING � � � o ° O3 (d - y L ° .3 c OUTSIDE AIR FOR COMBUSTION. N v v n _� u � ( 0 Q0 0 c •- u Q z .. m O HAVE .._. .- xwGAS FIREPLACES SHALL ON UP v- THERMAL VENT DAMPER AS v- C •- WELL AS OTHER ITEMS PER _ O NY ENERGY CODE. . o4i ON UP E 10'-0' THRU 64'-0' SINGLE STORY 31-LEVEL ENTRY SPLIT LEVEL STAIRS 4) aRECESSED BI-LEVEL STATE AGENCY . � C c MAY BE ADDITIONAL OPTIONAL REAR ENTRY ENTRY ,- m ATTACHED MODULES 24' THRU 64' �� 0 y •- WINDOWS MAY BE OMITTED f NEW •O O ++ 3046 24210 30 24210 3046 3046 •�� tl LAO f 0 V C = =T7 10'-0' THRU 64'-01 ._ aL H 7'- 0' MIN 7•- 1' MIN 7'- 0' MIN Ij MAY BE ADDITIONAL y ATTACHED MODULESBATH a, do '•h' . c O OPTIONAL O L I RECESSED EDENT ^ •pG � W .Y BR(>l7M OPT-ZONAL I a KIT DINING ROOM 11 E c o 7'- 0' MIN T DODO �I CAPE AND TWO STORY ,i�� pA* 6 0 ♦,� E O O ,_ O WALLS MAY BE OMITTED FIRE TION L��I STAIRS E 4- 0PER ODR I STRAIGHT ROW BASEMENT STAIRS �i ♦♦ O — zo ____= f; �k�--= iI STRAIGHT ROW ENGINEER. 111 II THIS WALL MAY 0E U) N a HALL ( D I 1 OMITTED AND DN N (n -- ------ 1 M I 1.�/ 11 RAILING INSTALLED p •- > - ------ -----_ c ON SITE BY WILDER _ -- AND NOT TO PROJECT N y C] o CLOSET. ATTIC ACCESS II MORE THAN 3 ]/E• EXT. MAY VARY II INTO STAIR VIOTM «• • (n !, E2• X 30• ACCORDING TO FLOOR PLAN 1� (TYPICAL) O o p ATTIC ACCESS - 1 EAGE T. WASHER/ FAMIILLY R �i OPTIONAL, 1 BEDROOM DRYER/YATER HEATER BEDROOM 11 Q BEDROOM FOR CRAWL IF GARAGE SEE 11 1 I 1 "' MODULAR STRUCTURE LIVING ROOM SPS PLAN NOTES a 1� 1 I = THIRD PARTY. OF PENNSYLVANIA, INC. 14'-9' FOR Y 7'- D' MIN. 71- 0• MINPAGE O. ,p .,MIN ij ==1 I == O ' IOE ._ - 11' 1 '-9• VIDE BOX 4d - - CAPE AND TWO STORY 9 F S S F L D D R P L A N MASTER STAI ei 3046 m 30 3046 3046 SPLIT ROW ,mSEE WING .11.1/10.: n M TQ D R W N B Y 1 DATE 1 6/10/96 ALL INDIVIDUAL FLOW PLANS WILL DE KEYED FROMH FOR ADBT'L EGRESS, AND REQU �aauN IRED LT. AND VENTILATION NONE THIS DRAWING AND AVAILABLE UPON REQUEST INFORMATION. 40 TO i0 r SCALE 1 DWG . N 0 . 1 3 . 1 FACTORY BUILT PORTION OFFSET SHOWN. MAY BE FLUSH - - - - - - - - - - - - - - - - - - - - - - - - - - F - - - - - - - - - - - - - - - - - - - - - - -- r - - - - - - - - - - - - - - - - - - - - - --- I I I X 1 1 01 I I I s ' I I I I I I • I I I I i t c^, 40 I I I ) r r r r - v r N ( 1 I - -1 + - -1-9-4 - - I-->-i- - }- Z--I- - + •-F- - - 1- r r r- ,v r r e JJ J � I I - -i t - -1�-4 - -t-a-1- - 4- �-1- - + EQ EQ. EQ. EQ. EQ. EQ. I I I z EQ 'jEQ. ` EQ. ` ' EQ. ` ' EQ. ` ' EQ. I I 1 I = l 1 I I S 1 I I N t to N I I i ( .4-1 1 I� -O 1 1 1 r — — — — — — — — — — — — - - - - — — — — — — ' � - - - c: F_ I ` - - - - - - - - - - - - - - - - - - J I c a' MASONRY MIN. 4) Z ■4 AND V6 ARE POINTS ON - - - - - - - - - - - - - - - - - - - - - - - - - J v�LLJ EACH MODULAR UNIT. THIS20'-0' THRU 64'-0' 16' OR 24' INCREMENTS c 20'-0' THRU 64'-0' 16' OR 24' INCREMENTS SPAN CHART MULTIPLIS BY TWO FOR A TOTAL LOAD AT Q e • THIS POINT WHEN THE UNIT a- ` ARE SET. 20'-0' THRU 64'-0' 16' OR 24' INCREMENTS vC r-- - - - - - - - - - - - - - - - - - - - - - - G c Ir — — — — — — — — — — — — — — - - — — — — — — moi •� oc E I I 1 1 (4 I I I I v t o FOR FOUNDATION INFORUATION1 1 I I SEE PAGE 6.2 I 1 RANCH / BI-LEVEL / CAPE / 2-STORY I I 3 C SINGLE STORY N 1 1 I I - 1 1 EQ. L J EQ. L J EQ. L J EQ. L J EQ. L J EQ. L J EQ. L J EQ. 11 C •_ O TWO STORY v y- •_ r z 4 11 II 8- MASONRY MIN. I I 11 a1 ov c I I I I _ O r - - - - - - - - - - - - - - — E r6 a I I I I C1 v I r - - - - - - - - - - - - t I �i N I I I I MAX. FLOOR GIRDER OR BASEMENT COL SPACING I i rl W 1 I F *L OR - - - - - - - - - - , J .r�,,�Eol'N WpfSj'.3E AGENCY. c D SINGLE STORY 1 I L i J i 1 v ' MASONRY YIN. �� S pk t To Si rn H 11 0 ` - N O p WIDTH ffiD. SNOW LD. ■4Y2 ■ allow MAX. SPAN 1y. - - - - - - - - - - - - - - - - - _ I 1 W 1 - 3 r C 24 30 1264PLF 1335PLF 6.50 FT. la I I L�-i o -0, N 24 40 1386PLF 1501PLF 6.00 FT. I � c O 0 24 80 1596PLF 1635PLF 5.50 FT. w I I W *TEP r -I E PAGE 7.3 FOR i Q `128 30 1479PLF 1529PLF 7.50 FT. FOOTING DETAIL E v FT a 26 60 1856PLF 1912PLF 6.00 FT. r I I L v 1 ( 11 A FESSIO�,,��,,, o •� Z ;, r l-I I I r -1 r -i r -i r -i r i t `" 'k�uu��na� ENGINEER. ++ O T■0 STORY --►— —• ~_ I ~ AUG 2 316 rIDTH ORD. SNOW LD. r6X2 ■ allot MAX. SPAN 1 1 L1-i I I L J L'J L J L J L J I I EQ. EQ. EQ. EQ. EQ. EQ. W -0v w 24 30 1864PLF 199aPLF 4.50 FT. v1 W + v 1 •- > 24 40 196SPLF 199SPLF 4.50 FT. :► r1,1 . z O N C] 24 60 2178PLF 2251PLF 4.00 FT. 40 I I L J1 11 = L fn 2a 30 2146PLF 2294PLF 5.00 FT. 010 �� i W •o I 1 I r 26 40 2272PLF 2294PLF 5.00 FT. r ( i 1 C C3 2a 60 2524PLF 2542PLF 4.50 FT. 0 1 I 1 ~ vz ip Zx=;, 0 , I I L'J I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J 1 UODULAR STRUCTURES ■ cLU N 1 1 ( BAR — _ _ _ _ _ _ _ _ _ _ _ J OF PENNSYLVANIA INC. — — THIRD PARTY. I I r.-1 1 1 4 4 2xe SYP �2 I i L 1 i c T-RANCH / SPLIT-LEVEL / L-RANCH TYPICAL FOUNDATIONS 24 WIDE 28 WIDE f4;2x10 SYP /2 I ( W I t • ` - - - - - - - - - - - - J DRWN BY :M5-r DATE : ,Z-•Z9' 22'-' MIN. TO 27'6' MAX. 20'-0' THRU 64'-0' 18' OR 24' INCREMENTS SCALE : NONE DWG . NO . : 6. 1 1 Y , TYPICAL FOOTING DETAILS 1/2' x 4' x 12' STEEL TOP PLATE BOLTED TO CENTER GIRDER 3/8' PURGE AND WATER- CW OR EQ. PROOF BELOW GRADE 3 1/2' STD. 18' S0. CW STEEL COLUMN EXP. JT. CONC. COVE 1/2' x 6' x 8' STL. R WITH 4' CONC. FLOOR 4' CONC. FLOOR 1/2' O/R.B. AS REQ'D. �4' CONC. W y < PER F. DRAIN •- F- AS REQ'D. t N .0 b r r `6 MIL. V.8. y, MIL V.B. c z 16' 4' GRAVEL E Z W TR.CONT. CONC. F E 21' SQ. FTRS. 24' SQ. FTRS. CL &_ EXT. WALL INT. COL. INT. PIER — W N v C3 c o u o NOTES: -ANCHORS- -r- E 1. 8' CONC. PILASTER REQ'D. WITH 10'0' MAX. IF BACKFILL EXCEEDS 5'0' ABOVE FINISHED CONDITIONS AND LOCAL REQUIREMENTS. LOCATION: 1-FOOT MAXIMUM FROM EACH END OF SILL AND 8-FOOT 4) r- c 2, CRAWL SPACE FOUNDATION REQUIRES AT MIN. AN 18' x 24` MAXIMUM ON CEMTERS. MINIMUM OF TWO ANCHOR BOLTS o �- v ACCESS OPENING FOR VENTILATION, 1/3 OF 1% OF FLOOR AREA IN EACH SILL PIECE. '- 3 c PROVIDED BY CROSS VENTS MADE INSECT AND RODENT-PROOF SIZE: MINIMUM 1/2-INCH ROUND STOCK, OR_ BOLTS MINIMUM 1/2' a u• WITH SCREEN OR LOWERS MIN. CLEARANCE BETWEEN WOOD MEMBERS IN DIAMETER. — AND INTERIOR GROUND LEVEL IS 18'. EMBEDMENT: MINIMUM 6 INCHES IN CAST-IN-PLACE CONCRETE; 15 INCHES o .,. 3. WINDOWS OR VENTS(INSTALLED BY BLDR.) ARE REQUIRED TO IN UNIT MASONRY IN CELLS AND SPACES FILLED WITH CONCRETE. '•- PROVIDE 1/150 OF FLOOR AREA AS FREE VENTILATION AND SHALL TYPES: ANCHORS MAY BE OF HOOKED, PLATE, OR EYE AND PIN TYPE, AS �- c •- ILLUSTRATED BELOW. u ° fl BE LOCATED AS CLOSE TO CORNERS AS POSSIBLE. — e 4. IF WINDOWS ARE INSTALLED IN LOWER LEVEL OF BI-LEVEL UNITS - NAILING- 5. AILING— . u v VENTS MAY NOT BE REQUIRED, CHECK LOCAL REQUIREMENTS. o c o 5. PERIM. RAIL ATTACHED TO SILL W/16d. NAILS 16' O.C. I nuex��i STUDS OF EXTERIOR WALLS ARE TO BE NAILED TO SOLE WITH A x�� cp V 6. LOCATION OF WASHER, DRYER, WATER HEATER, + FURNACE MINIMUM OF THREE 16-PENNY NAILS. OR FOUR 8-PENNY NAILS. C� E OF Ew �•` . IN BASEMENT TO BE INSTALLED PER STATE AND LOCAL CODES ' SOLE PLATE TO BE NAILED TO JOIST OR HEADER THROUGH �.•� NiT 9T E AGENCY. (OWNER/BUILDER RESPONSIBILITY) SUBFLOORING WITH 16-PENNY NAILS. STAGGERED; HEADER JOIST IS 0 u c T • ALL SIZES REFLECT WOOD TO WOOD DIMENSIONS OF UNITS ALLOWING TO BE NAILED TO SILL BY 10-PENNY NAILS, 16 INCHES ON SHEATHING AND SIDING TO OVERHANG FOUNDATION. IF 3/4 FOAM •r .v= lt o � INCREASE THE FOUNDATION IN LENGTH h N INSULATION IS USED. CENTERS; HEADER JOIST IS TO BE NAILED TO FLOOR JOISTS BY TWO 16-PENNY NAILS. Y ° t WIDTH BY 1 1/2' TO MAINTAIN PROPER OVERHANG THIS APPLIES •s — t, TO ALL MODELS. 063010 _ 8. ON-SITE INSULATION IN FLOORS OR ON FOUNDATION WALLS AS REQUIRED �N. E v o TO BE BUILDER RESPONSIBILITY AND TO BE DONE IN ACCORDANCE WITH ANCHORS FOR EXTERIOR STUD WALLS •• 'SOF St°��•` ;4 0 .- Z ALL APPLICABLE CODES. � , NEER. -6., 0 9. ALL CONSTRUCTION @ MATERIAL BELOW THE BOTTOM OF THE FLOOR JOISTS C " IS BUILDER/DEALER RESPONSIBILITY AND IS TO BE DONE IN ACCORDANCE BALLOON FRAME PLATFORM FRAME " a v7 WITH STATE AND/OR LOCAL CODES. DETAILS ARE SUGGESTIVE ONLY. T� p > 10. SMOKE DETECTOR TO BE LOCATED AT BOTTOM OF STAIRS ■ s u o SMOKE DETECTORS IN BASEMENT SHALL BE RESPONSIBILTY OF BUILDER TO = •- N PROVIDE AND INSTALL(COIL WIRE BY MANUFACTURER). c w 11. FOUNDATION DRAWINGS ARE RECOMMENDED ONLY. ACTUAL FOUNDATION 000 DRAWINGS MUST BE APPROVED BY A REGISTERED ARCHITECT. CLO 12. FIRE SEPERATION WALLS IN DUPLEXES SHALL BE CONTINUOUS TO MODULAR STRUCTURES BASEMENT FLOOR(ON-SITE BY BUILDER). THIRD PARTY. OF PENNSYLVANIA. INC. 13. FOR ALL MATING WALL OPENINGS GREATER THAN 5' ADDITIONAL BASEMENT COLUMN WILL BE INSTALLED ON-SITE IF STANDARD FOUNDATION INFORMATION/ COLUMN IS MORE THAN 1' AWAY FOOTING DETAILS DRWN BY : MSX DATE : /--27-y4' ATE : Zz994' SCALE : NONE DWG . NO . : 6.2 • SEE DETAIL 'E' -- 8 SEE DWG. 8.1 12 DETAIL F SEE DETAIL B,C,J 12 YIN. SEE DWG. 8.1 DETAIL A �+dl 11 12 a 6 v co cc m E h .� X 10' STO. > L, m IR FLOW < OVERHANG o WRAP to t 0 Q ID C 0ELu c < oL6 W r c Zo io Rt a, o y t GROUND SNOW N LO SEE DETAIL 'E' a 60 PSF ADS: Q 0 .5 E �+ n TYP. CATHEDRAL Z ,m E0 - - 81-5' UIN. R. CROSS SECTION - Ch 0 .- .. •O BY MANUFACTURER LL (A N O m '* m c F- - - O j N Q) Z o m :i _ _ r y N E c 0 Z BY BUILDER �� INSULATION INSTALLED Z } �' t m E m •0.t- BY BUILDER SEE PACE 7.2 FOR ADDITIONAL NOTES. W Z V) y E 0 :3 2w co 0 Q d 4' WIDTH SEE PAGE 10.2 FOR NY INSULATION REQUIREMENTS. W 0 ~ 4RAT8'8• n Q Q v- � v > o D D C o .. 1 1/8' C C c 27' WIDTH NOSING - � d m ;� - cl W J > CL V m co .00 E F 1R AT 8 1/8 °° L� Q O co v_i .8 o t 12R AT 8 1/4 TYP. 36' UIN. NOTE: � t C w o Q � 1`7 t o r- •' O BI-LEVEL UAY BE FLUSH OR M- 6 n H� 0 '3 C .� �, CANTILEVERED UP TO 24' MAX. KIT. RANGE HOOD Q Z 0 w V.2 a EE DETAIL 'C' BATH EXHAUST OUTLET D. C N w o y 0 (OPT. THRU WALL) E CCIL C C •- V TYP. RANCH CROSS SECTION SEE DETAIL 'E' �'' " U wa `O O `►- •- SEE DWG. 7.2 FOR REFERENCE NOTES (n (_� a t v- y p SEE DETAIL B,C,J 8 p a ~ o~ o �- O 0 0 \ Q Zr a) Q E \ ty O L1 C C II - u cp 10' STD. •rn u 0 •- a fts 'a O +' ( Al FLOW OVERHANG �A � EW 4 O C TYVEK 1 �� pf Yp 4 • tiE � r WRAP I .r• y r ` 1.t0� O •N N 24'YIN.[AR"11[0U1R3r C c ACEEFO S trzcw. moot►. Z tP s x O t troll tttRvtetw) 1 vSA� . 1 7'-1 1/2' UIN. RO i 4 W BY WIMJFAt:TUtEIt E p p ., nAA a" k12' caws. PIER BY unuxx 1 TAIL 'E' m BY o - z UL PKK- i uNFTR "1,�0 30 ` ENGINEER. •, o a 4+ C " C ET MBAyAM 1RIERx2�4'SIME (TORY I — — — �f, at 0 V) _ I xW' 2 STORY RYA BTU. OFMVRj +� ? a CRAWL BED FLR. JST. 12 o AUG 1 �. BD. 8.1 CANTILEVER 0 O o SEE Ova. 6.1 DETAIL H DETAIL o 4' W H �• C V) (CAULLK 3'-6' UI z 94RTAIs Is 8 8 F�2 O o o = Q U TV. CRAB!AM CODA!RECTION � •+ ' •" 27' WIDTH C7 W ZZ=::;, SELL �` i 1R AT 8 1/8' m w UODULAR STRUCTURES MOM W KT TRK mu or slat t W T i awl IPAa mu v p 2R AT 8 1/4- c2p KYDMW"J" " LT� W �A THIRD PARTY. OF PENNSYLVANIA, INC. TYP. '- 6 w q o P TYPICAL CROSS SECTIONS E DETAIL 'G' APPRO Al ITEO M DRWN BY :M5= DATE :*Z /2 q 96 TYP. B]-LEVEL CROSS SECTION NONE S E DWG. .2 oR REFERENCENOTES I, Q97 SCALE DWG . N 0 . : 7 . 1 FACTORY °IlII_T PORTION � e SEE DETAIL 'E' - SEE DWG. 6.1 SEE DETAIL B,C,J 6� DETAIL F 12 YIN. SEE DWG. 8.1 DETAIL A 11 12 C mMr ZAJEJ 6v m cc E ycc IR FLOW 1OVERHANG O 0 0 TYVEMXix WRAP .o i Q o m - 0 Q m S o 0 W z 0 Y � L O 0 4D o E H to Q o< < W ,- m o N. 1- ' GROUND SNOW LOADS: Q O m L N SEE DETAIL 'E' n n n 40-60 PSF O '3 o a '' t� TYP. CATHEDRAL F-' Z E t o 8'-5' YIN. R.0 CROSS SECTION �_ T o - - - - - -LL BY MANUFACTURER LL. (/� N O m iti m CF- - - -� - - � > N 0 Z o00) N Z BY BUILDER F — t- N N m �� INSULATION INSTALLED Z Q �+ o m c E m -O.F- BY BUILDER w SEE PACE 7.2 FOR ADDITIONAL NOTES. W u) Z N s.. �•N m o � Lu .< d o 24' W TH SEE PAGE 10.2 FOR NY INSULATION REQUIREUENTS. F- Q } O C3 D_�L- F 9R AT 8 1/8- - 8' n Q Q Z O n v O D C W 4R AT 8' 1 1/8' Q (� Q r o o > o O O O c 27' WIDTH i NOSING W m ; � U a Q C E v 1R AT 8 1/8' °D Q < O as .` eo •� .r 12R AT 8 1/4' ' •.. h 15 TYP. 36UIN. :5 c 4) t C c NOTE: Q > 2 %s E r•' — O J 81-LEVEL UAY BE FLUSH OR o cat o yw •3 C •• a• CANTILEVERED UP TO 24' UAX. Q Z 0=> O _ EE DETAIL 'G' KIT. RANGE HOOD t a O • BATH EXHAUST OUTLET a 0 t D y O _ O (OPT. THRU GALL) ._ fl E C - U TYP. RANCH CROSS SECTION (a C 0 o O SEE DWG. 7.2 FOR REFERENCE NOTES SEE DETAIL 'E' -6.0 U U Zt O 'r C •- 12 CL Q �N~ O • 4) O o SEE DETAIL B,C,J 6 p E Q Z 4) v 11 C r- 4) 4) - a o+ . O •" 1 Al FLOW 10' STD. p1 IIS OVERHANG y C TYVEK 1 OF E VV r0 4 C WRAP 1 0 T0� O 0 24'MIM.[AREAS�EYYI P Z � C AOCESS f0 1[CH. Wut�. �c O -c raR IERVIetw) I T" O RY U~ACnM 1 7'-1 1/2' YIN. RO = . W •fit W E p p "Aa Cme. rt aY ULER IETAIL 'E' 161 BY O •- Z OL War- I < ^ YNFTR `" 30 `'�2`�� "' o ETHM Vmmm Cams. Fro 1 — — o ,a� �.• EN G I NEER. ►+ C r BARRIER 12't24'Y24' SIMILE STORY — " — N N N s I 12'a3O'Y3O' 2 STORY t mA BTM. OF — — —r rf OF NE N 11'`ap O j 4' /RAVEL tIED FLR. JST. 12 0 0 �ip U G ~ .. SEE Dec. a.1 CANTILEVER I ^ yy V v 0 0 SEE OW. a.1 DETAIL H C � r8 WIDTH cn 31-61 Ul z OR AT 1 6 T F o O 0 _ \ 4R AT 8 Z F- — O Tw- ORAL srAa cam Ghana .. • 27• WIDTH cp t1 v ON&:Aa 11MILATIN srr,L s w IN=WGUNT 1R AT 8 1/8' Fa MODULAR STRUCTURES or RET nu Mu M 1/we or we attaa opAa Mu. io 2R AT 8 1/4' OF PENNSYLVANIA, INC. e1L w t n y>O N THIRD PARTY. 2i TYP. '- 6 UI _ � TYPICAL CROSS SECTIONS •• VAC T ,. E DETAIL 'G' DRWN BY :M5= DATE :•Z /27/96 TYP. BI-LEVEL CROSS SECTION 'J UI_ 6 1997 E D.G. 7.7 FOR R ER Nc NOTES SCALE : NONE DWG . NO . : 7 . 1 FACTORY BURT PORTION y .� NOTES 1 . ALL DETAILS FIG. FOR 3, 000 PSF MIN SOIL BRG PRESSURE. 2. GALV. METAL STRAP CONNECTIONS SHOWN ON SHEET 8.2 3. FLOOR INSULATION WILL BE SHIPPED LOOSE FOR ON-SITE INSTALLATION BY BUILDER/DEALER(INSTALLED R-19 OPT.) 4. ALL INSULATION MUST HAVE A VAPOR BARRIER TOWARD HEATING SIDE. .+ � 5. IF UNITS TO BE ERECTED IN A GROUND SNOW ZONE OF 30 PSF OR d cc ca LESS, ROOF TRUSSES MAY BE SPACED 24' OC. C > E ` m 6. 7/16' 16/0 C-D INTERIOR WITH EXTERIOR GLUE-AGENCY RATED OSB MAY D. O o v BE USED ON ROOF FRAME SPACING AT 16'OC. 7/16. 24/0 C-D INTERIOR Q- � -- 0 6 C7' SEE DETAIL 'E' £ NZ as 0- WITH EXTERIOR GLUE-AGENCY RATED PLYWOOD WITH APPROVED CLIPS OR "' i° O Q m� � BLOCKED EDGES MAY BE USED ON ROOF FRAME SPACING AT 24-OC. (� -0-- SEE c DETAIL B,C„l ui 12 MIN. 7. ANY ADDITIONAL SMOKE DETECTORS IN BASEMENT MUST BE INSTALLED L O `o E PER STATE/LOCAL CODES ON-SITE.(PER BOCA CODE SECTION 1018.0, UJ .- O m c EO CABO 216. 0) 9 t �� 8. BASEMENT ROOMS TO BE PROVIDED WITH 8X LIGHT AND 4X VENTILATION Q O o cu m ON-SITE.(PER BOCA CODE SECTION 1018. 0, CABO 211 .1) f- z O O m o LL_ x 9. ALL OPENINGS tN BASEMENT MASONRY WALLS SHALL HAVE PRECAST U7 O j 0 i +� AIR FLOW a 10' STD. LINTEL TOP.(ON-SITE) 1L' _� N O o ca E' cI- OrERw1NG10. EXTERIOR SHEATHING MUST COMPLY WITH CURRENT BOCA/STATE CODES. O N O z o o -'• :! U- E Ld R P 11. ANY OPT. EXTERIOR SHEATHING MUST COMPLY WITH CURRENT Z p r U) � j 0 o m BOCA/STATE CODES. W (n Z In a) �,a) ca : m v Z 12. FOR MD STATE IT IS BUILDERS RESPONSIBILITY TO COMPLY WITH MD Lu O � c E 0 -'a ENERGY CONSERVATION BUILDING STANDARDS ACT OF 1981 . o o - W 4) 13. INTERIOR WALL AND CEILING FINISH MATERIALS IN REQUIRED ENCLOSED 0= O Z O ca A w m SEE DETAIL '0' Q U Q %_ o c to c c EXITS SHALL BE CLASS A OR B.ANY OTHER LOCATION A,B4OR C. p„ O] c C o o tL0 o v Q 14. NY ONLY-EXCEPT WHERE SINGLE MEMBERS ARE ADEQUATE FOR THE W J cz :a.2 m a _ r E 8'-5' MIN. R. LOAD, JOISTS SUPPORTING ONE STORY NON BEARING PARTITIONS 0 Q O ' .- : as .y �' -- -- --------- WHICH ARE PARALLEL TO THE JOISTS ARE TO BE DOUBLED AND p. vs �10c C cn >, ------- s CL > ( ca E NAILED TOGETHER WITH lOd. COR EQUAL) NAILS AT 32 OC DOUBLE o cs .c o o '_' v W JOISTS WHICH ARE SPACED TO ALLOW FOR PLUMBING, ETC. ARE Q O a-- yr- ti 3 c M i TC BE BLOCKED AT 32'OC MAX. p z ca o _ o- = x 15. ROOFS DESIGNED AT 30 OR 40 PSF LIVE LOAD AS PER STATE !Z. cc a w ca o y Z REQUIREMENTS. ptcn - v - v � E-- .- a E c •- u c�•� 16. STAIR HANDRAILS TO TOP OF HANDRAIL FROM NOSING 30' 0s ;6 'a ca 0 a, MIN. - 36 MAX. CMA-HANDRAILS TO HAVE A MAX. 2 1/2 WIDTH). W'52 x N _ V� .c c ~- Z WIDTH BETWEEN HANDRAILS/HANDRAIL TO WALL 2'-8' (32')MIN. L O- 1= o _� o 1 1/2' MIN. CLEARANCE HANDRAIL TO WALL. LANDINGS INCLUDING Q Z 3 • o SEE DETAIL 'E• �o TYP. 36' MIN BOTTOM L TOP LANDINGS SHALL BE AS WIDE AS STAIR. e> v E = BY 17. STAIR GUARDS TO BE INSTALLED ON EACH SIDE OF STAIRS (ON-SITE .0 n 8'-5' MIN. M TR BY BUILDER) . GUARDS TO BE EITHER SOLID WALL OR OPEN WITH v+ u -- -- ---_-_-- INTERMEDIATE RAILS OR BALLUSTERS PER STATE AND LOCAL CODES. � '- ------ 18. 1' MIN. STAIR NOSING (NY-I 1/8' MIN./MAX. , RISER 8 1/4' MAX. STATE v o SECTION 713.ib-1 NYS BUILDING CODE.) a) v c Z 19. MAX VARIATION IN RISERS AND TREADS 1/8' IN ANY RUN OF STAIRS. �� Of EIV sir 3 t r z_ BY (713. is-2 NYS BUILDING CODE.) ♦ PtE '0* �4 BLDR O � q ` �c 24' WIDTH z 20. EXIT STAIRS IN A TWO FAMILY DWELLING SHALL BE ENCLOSED BY �•♦♦ `p 14 I•ro y O t 9R AT 8 1/8' ` A 1 HOUR FIRE RATED ASSEMBLY. y, W v 4R AT 8' �i '� 21. FOR GRADE AND SPECIES OF INTERIOR AND EXTERIOR BEARING STUDS so. •r a_,/t °' i SEE CALCULATION MANUAL. 27 WIDTH %0 j� i w • " 1 0 _ 22. (NY) TEMPORARY 2x4 DEADMEN INSTALLED AT 24.0C IN ALL MARRIAGE �y '.•= = t O v Z -i 12R AT 8 t/4' TYP MIM. WALL OPENINGS GREATER THAN 4'-0' FOR LIFTING STRESS. O �� ,a�►r 4- 0 i c 23. HEADROOMFROM ANY PORTION OF TREAD INCLUDING LAND AD o ►0 `� �♦• 0 IS 78' MIN. AND 6'-4'(76') MIN. FOR BASEMENT = .•y oFEcs-10 EN ��♦` GINEER. 0 4) U) STAIRS.(NYS) ,, ` �� f�� •- > �SEEDETAIL 'G' 24. A F I XED STA I R SHALL BE PROVIDED I DED BETWEEN 1 s C)$T O A v low OPENING SHALL BE PROVIDED BY FACTORY THRU 00 t - ACCOMMODATE BSMT STAIRS TO COMPLY WITH NY -"7 3. +� N TYP. TWO STORY CROSS SECTION 25. THE SWING OF A DOOR OPENING ON A STAIRWAY• L w O 0 0 SECOND STORY MAY BE CANTILEVERED TOP STEP. Z w 00 !- 0UP TO 24'. SEE DWG. 8.2 DETAIL o. 26. HANDRAILS SHALL BE INSTALLED BEFORE MIT I SEE PAGE 7.1 FOR REQUIRED INFORMATION. HANDRAILS FIELD INSTALLED, COMPLETION OF F Fx Z'=:7 SEE PAGE 10.2 FDR INSULATION REQUIREMENTS. 1. ALL WORK DONE ON-SITE SHALL BE APPROVED B MODULAR STRUCTURES CODE ENFORCEMENT OFFICER. F S 1 THIRD PARTY. OF PENNSYLVANIA, INC. 27. PLASTICS (INCLUDING GLAZING, SIDING, L SKYLIGHT PLASTIC (INCLUDING INSULATION) IF USED SHALL B TYPICAL CRSS SECTIONS COMPLIANCE WITH NYS 719 PRO V LI TO • 28. ROOF COVERINGS TO BE CLASS A,B OR C. 29. STAIRS 3 RISERS OR MORE SHALL BE PROTECTED BY A HAN RN ONE SIDE MIN. . ALSO OPEN SIDE(S) OF STAIRS OR LANDIPFI I ' �RYPARE DRWN BY 1 SW DATE -6/11 /96 ABOVE ADJACENT FLOOR 6 AT WINDOW(S) ON STAIRS OCCANDINGS SHALL HAVE A RAILING THRU WH I CHLAN6'SPHEERERCAN I NUT PASS'.(NEWHAVEYORK) FACTORY RUNT POP.TION SCALE , NONE DWG . N0 . : 7 . 2 EXT . WALL/CATHEDRAL TRUSS STD , & CATH . ROOF BRG . & MATING LINE DETAILS DETAIL 'A• LV-10d NAILS DETAIL 'E' i 2x4 CONT 1 16' O.C. EA. SIDE 1 (al-SITE) x2 LEDGER CONT. > E ca Hca O p Z•m v x3 SPF STUD rL •- 3 .. Q. U t O ICNEEIIALL E Q v•� 16d TOE NAILED EACH SIDE, O Q y a LJ O EACH TRUSS. ON-SITE ® ' 6 U O oE -a r_ < EXT . WALL/STD . TRUSS , s w ,- ° m c Z. �. •- rcz- +L+ N DETAIL 'g' Q �O 'G 0 p g m F— Z O cO o -O c U) Qr2 O = z la. . m (L (_� N 6 O t3 d CZ O > cv 4) Z OO «3• a EW F-- -- T +' CO Ln 8% O+= ZD y .. oE � A 57 �e TYP . ONE STORY FLR , B I -LEVEL OR SPLIT OVERHANG � w Z ca CA o� 0 m O p C 16' t 24• DETAIL 'I'CMASONRY WALL) O Z C CO GIRDER BRG . Q U Q .�.. -0 •a c E DETAIL •G' 4 W CL co cc [lS cQ� .� a 43R 2x2 LEDGER Q L- y n OR JOIST HANGER caEXTTH2x4 CL YALLS � N° '3 C TYP . BASEMENT WALL BLOCKING o z C @ . N 1%® DETAIL C' -� L OVER CANTILEVER 0 c Ny L o p �C - W 8 E 2VINYL U W 34) O O 9 ALUM. SON Q O m H O c c g CRAWL SPACE Q z w •_ v a FOUNDATION PIER - rnu y ._ DETAIL 'H' v 0 — Nei," AGENCY . 0 � °c O �P lb �~ Y O L SOL. JOINT Z 6 �� : •f �_ " (r1� .. •c Cl .r V � +�� 301 O p'�OFESStO� N 4�i (~n �� ,�� `, ;�E GINGER. - > CRAWL SPACE FOUNDATION WALL *� ��/ % �� gyro. a� vi p DETAIL 'D' \ ^ � 2 N C7 W ui g TYP . GABLE END OVERHANG NOTES t ? : a V 0 DETAIL 'N' 1 . FOR INSULATION VAL 9 MODULAR STRUCTURES Z ' = M TO DRAWING N0 . 10 .2 . S THIRD PARTY. OF PENNSYLVANIA, INC. = ro 2 . GROUND SNOW LOADS 0 40 - 60 PSF . TYPICAL SECTIONS L DETAILS 3 . SEE DRAWING NO. 8 . 5 • FOR EXPLANATION OF NIAMMAL: L ITER TO DRWN BY 1 SW DATE Jl11 `1007 SCALE NONE DWG . NO . 8 . 1 FACTORY BUILT PORTION BI-LEVEL OR SPLIT OVERHANG SPLIT LEVEL OFFSET MARRIAGE WALL DETAIL DETAIL 'I'(STUD WALL) DETAIL ■N■ ENTIRE MATING WALL SHEATHED WITH 1/8' STRUCTURAL SHEATHING 1/6' STRUCTURAL RATED THER11ALPLY SHEATHING 3® 11 II II I mc o 3_oo COLUMN CL > E SUPPORT o o o 2x2 LEDER SEE SUPPORT CL _PG.6.1 DTL 'I' COLUMN O N Q o 3 Ab L x_ r- or6 W VINYL OR 2x4 KNEE WALL 1' II II I LiJ T O c N ALUM. SOFFIT BY BUILDER _ ii II II I Q o� v o o L N DETAIL 'B' FLASHINC 1 I I I i �' I.- Z Q O a m o 4' W ON-SITE 0 TLL. — co 0 -~. V= U) N m 0Z ,- 9 ,00 -2 I E W SPF�a +� Z � �- �+ s- o E >, BI -LEVEL ENTRY WALL 2 u Z � N r E .—:3 -Of DETAIL 'L' CC 0 Z 0 w c c vo c (L r_ oaQ c c 0 Q . p - L E C. T w O •a) yf ca uia) Ix C ' Q ot ., 0 — v \\ ... O rx isC o •- O Z as - > ® a c y E o CL ® o V/�z 0%\\v/Z a - -a cy- 8 C' 0 a g© c Q Zm •�' 0 . BI —LEVEL ENTRY WALL _ - - E C C DETAIL 'K' 1f 1� l xS LANDING - 3 (ON-SITE) .t``" �"�' p�yTE AGENCY. v1 t f NEW O +� 7 - O C t tOa , co + O ♦-+ fA �� c y i Y O .0 L �1 .0 • � ftrt �l 2 = A v �, v • E v o. e �� '� �JC-11 •��c C) o — z b �� aP� �, INEER. �E OF NFy, ++ C rr - > FLOOR OVHG� ® FACES)GLUED AND FASGUSSET TENED BOTH5� *RD L. .� 1 W/16 GA STAPLES OVER 2X3 ^ F �� SPF WEDGE G'OVER HANG TO 0 d a� � o BRI ac vENE 1► l NOTES: R, � w BY BUILDER ll �I 3'-8' OVER HANG 'DETAIL Ui (OR SIDING 3 PER TRUSS MANUFACTURER' 1 . FOR INSULATION VA 2 O o p PORCH STOOP av BY BUILDER y r TO DRAWING NO. 10 . �A IJODULAR STRUCTURES 2 GROUND SNOW LOADS 9 F s i �� THIRD PARTY. OF PENNSYLVANIA. INC. 40 - 60 PSF . SOL. JOINT 3 . SEE DRAWING NO . 8 . 5 TYPICAL SECTIONS AND DETAILS FOR EXPLANATION OF NO ES . APPROM IT ;TO. DR W N B Y : M. .r DATE : z-z 9-96 `Jlli- 1 6 1997SCALE : NONE DWG . NO . : 8 . 2 FACTORY BUILT PORTION STANDARD OVERHANG DETAIL ROOF/2nd FLOOR INTERSECTION SECOND FLOOR OVERHANG 8x8x26 GALV. NAIL 'J' DETAIL 'Q' HINGE PLATE DETAIL 'R' DETAIL 2x2 LEDGER OR JOIST 2-10d NAILS EACH W/2x4 EXTERIOR WALLS is TRUSS(ON-SITE 7 " c z o FLASHING 2— 2x6 SUB-FASCIA ON-SITE) G O1 E > �2 p o 0 �. O O e ALUM. E 8. � 5o GRIP ED ALUM. OR VI (� Q SOFFIT a.. O `O y W _ C F- 6' ALUM. NOT REQ'D U1 T O O Cc: v y) < FASCIA -tOd. NAILS AT 24' O.C. OVER ��- Z O O o. E - F- VENTED 2-16d. NAILS AT 16' O.C. GARAGE E o E t V) ALUM. CAUL (ON-SITE)NAILS MUST (/) 0 ,' 2 O -c W SOFFIT 10' ST PENETRATE WALL STIRAV LL N cs m 1t2 ® � � N N OPT. *SEE PAGE 10.2 FOR REQ'D ONLY WHEN ~ p w = �' u z ALUM. I NSUL . REQU I RELENTS WALL SEPARATES HOUSE z >- �+ '- .2 , � E E w J-CHANNEL AND GARAGE TYP . EXTERIOR WALL FRAMING W z a "' ca U DOORS AND WINDOWS z c a _E . ,a=L TYPICAL FLOOR FRAMING TYP . SECOND FLOOR "� O a > o — W O STAIRS, CHASE, FLOOR ACC PNL ECT. d V n m � cV m o C3 c DETAIL 'P' W J > ri 0- c '� n c c f: p Q O � � � o t JOIST ® / 1 L- ---DBL. •v) .� DBL. JOIST HANGE 1 OR 2 Q. > m w 1 3 VJ A AMB STUDS I Q u L c I I y- 6 Zi-2 o _ O LR. JOIST 1 I DOOR I O Z w >a ►. 3 c p :LO c rn 2 H ate •- 1 . , )- cacao v — v I I cv V 'ot O Cv w .O GIST HANGER I Z PER FLOOR PLAN CL F- -a )- ., 1 HDR PER CALC. MANUAL 0 0 O O D - O E ALT. FRAMING V o FOR LARGE HEADERS � C c �gvtta STATE AGENCY. 01 L �< < OF p,0,p4. 6I v 0 CHIMNEY PENETRATION DETAIL ` ,�.•�yP PN c v 1 OR 2 t TORY COLLAR FLASHING Il JA1B STUDS 1 _ E— c FIRESTOP SPACE SECOND FLOOR MATING LINE ISIZE PER FLOOR PLAN O O HDR PER CALC. MANUAL °tg%s�Od ENG I NEER. DETAIL .0. ti s t� �� O FIRESTOP SPACE I �1 OF Wk fi' � Q) 4)) cn I 5 hRD L. Fy O� V u V ►+ SUPPORT TOP y I F •- > ELBOW WITH S' OR 30' c7 9 [G STRAPS 0 .o a 2' YIN. ELBOW WINDOW w .1 cp c w 2' YIN. NOTES: \ O v L] FIRESTOP SPACE ,o F' ¢COMODULAR STRUCTURES 1 j 3' MIN. . FOR INSULATION VALUES � N TO DRAWING N0 . 10 . 2 . THIRD PARTY. OF PENNSYLVANIA. INC. 2 . GROUND SNOW LOADS TYP. SECTIONS AND DETAILS 40 — 60 PSF . APPRO L LI d TOI 3 . SEE DRAWING NO . 8 . 5 DRWN BY :rJsr DATE : Z-29-9ir FOR EXPLANATION OF NOTE, 501 61997 1 SCALE : NONE DWG . NO . : 8 . 3 FACTORY 3UILT PORTION TYP . EXT . WALL FRAMING-DOUBLE WINDOWS ROOF ANCHORAGE TO MATING ABOVE DIMENSION LINES:MAX R.O. SINGLE STORY AND 2nd STORY OF A 2-STORY.2x4 STUD SPF WALL BELOW DIMENSION LINES:MAX R.O. lot STORY OF A 2-STORY, 2x4 SPF J2. BASED ON 8' TRUSS ROOF. FOR OTHER CONDITIONS. SEE CALC. MANUAL CEILING HEIGHTH 4-16 GUAGE STAPLES C c"c EACH STRAP O y INTO RAIL B I LEVEL KNEE WALL .O . H . c o z m v 0 E CL � w 3'- 7' 3'- 7' p N Q m 3'- 5' 3'- S (� _r c yy- L 0 O E C N < J 2x4 OR 2x6 1 i/2' x 26 GA.SINGLE W r p H CENTER JAMB CALV. STEEL STRAP AT Q 0 c _ O N (TYP. STUD 48' O.C. Z O cO a© o LL (n0 r G per .' I L O r 8 O (!) N O © us o c I , TECO 'TY-DOWN' RAFTER O N O Z o 6 3 O Z 4-16 GUAGE STAPLES (ON-SITE) F- N v7 - n m E W EACH STRAP Z 0 "►- $ 5 INTO STUD V7 Z (� O y as c m N ou �4Y Q } is 0 p .00 � � — LTJ va. �Cc � QF L1 c3 � o DOUBLE WINDOW T W 0 STORY a m a cam' a " L1J J � c3 m OPT . TRUSS TO WALL ANCHORAGE FIRST FLR . CLG . ANCHORAGE Q ID C Myo TRUSS TO WALL ANCHORAGE CL E w _c c TO BRG . WALL a o L o QY 2 L_ .3 C 4-16 GUAGE STAPLES Q Z R£ > o CL _ EACH STR O INTO TRUSS 4-16 GUAGE STAPLES O' p t c p y v — -0 EACH STRAP E +. - 0- 200£ w .0 INTO RAIL N V U '• Q z f- 0Q0 o a ov Q z : o ._ O E 1 1/2' x 26 GA. Q O o 1 1/2' x 26 GA. GALV. STEEL STRAP A � c c GALV. STEEL STRAP AT 48' O.C. O 48' O.C. 80d. NAIL oI •- a EACH TRUSS STATE AGENCY. �' 4-16 GUAGE STAPLES .o O EACH STRAP ��ps� l7 r 3 L C 4-18EACH CHGSTRAP LES INTO STUD �� pf EW,o• • p •.,. N INTO STUD -%t 44 •i � O _c� , �`�pvQ N 1pyy TWO STORY 2nd FLR. O.H. TWO STORY o STD . EXT . WALL TO FLOOR ANCHORAGE 2nd FLR. TO 1st FLR. ,r i STAPLES O - Z �T•EA�STRAPP CONNECTION r!y�.� r{'�� I NEER. O INTO L (PERIMETER OF HOUSE OF NEyy ti nolo N 0 V1 �� 0 • ROFf5S10N ST AND(ONE HALF)CLG. c, PRflL. •• W -O ► TECO *TY-OMr RAFTER • 4-16 GUAGE STAPLES FLR. GIRDER) Q� F ^• •x' ►+ EACH STRAP p ,� 17 v INTO ST n ,L W OALYSTEEL STRAP AT Z O O CJ IS' O.C. � ? 1- — 0 ` QU 4- Kum STAPLES TOE NAIL MODULAR STRUCTURES STAPLES FOR GALV. EACH STRAP atlo tau-SITE)' xz S THIRD PARTY. OF PENNSYLVANIA, INC. 4-18 GUAGE STAPLE STRAP I NG ARE 1720 CR 11 INT 0 RAIL L ENGHT= 5/8" CROWN=1" a�vN. TYP . SECTIONS AND DETAILS 1 1/2' x 26 GA. GALV. STEEL STRAP AT DRWN BY :M3Z DATE :Z-z 9-96 48' D.C. JUL 1 61947 F R SCALE : NONE DWG . NO . : 8 ' 4 TYPICAL DETAIL REFERENCE NOTES: 1 . ALUMINUM RIDGE VENTS (OR GABLE END VENTS) . 22 . APPROVED METAL JOIST HANGERS OR LEDGER ., 2 . INSULATION W/VAPOR BARRIER TOWARD 23. DOUBLE BAND JOIST SPF #2 TO -MATCH SIZE OF ' of E m > CONDITIONED SPACE. INSTALLED ON-SITE. LEDGER JOIST o o z-, .10D3. SAME AS NOTE J2 WITH UNHEATED BASEMENT ONLY. 24 . A 1" AIR SPACE IS REQ'D. FOR VENTILATION VIA o. Q L o ` +� O 4 . 3 1/4" DIA. PIPE COLUMNS (ON-SITE) . SEE - AN INSULATION RETAINER INSTALLLED BETWEEN o Q m FOUNDATION DETAILS TRUSSES (EVERY OTHER TRUSS) V o c ,"' � 5. 5/8" x 4" LAG BOLT(4 EA. COLUMN) (ON-SITE 25. 2 OR 4 MEMBER SECOND FLOOR GIRDER W/SPLICES 4 ' `o m y E c r N BY BUILDER) O. C. EXCEPT AS RESTRICTED BY SPAN SCHEDULE W o 6 c o � �- 6. 5/8" BOLTS W/WASHERS AT 48" O. C. 26 . 4-2x12 CLG. GIRDERS W/SPLICE STAGGERED 4 ' O. C. y Q � �° U 0 .� CL E (SITE INSTALLED) EXCEPT AS• RESTRICTED BY SPAN SCHEDULE . ccf) p o 2 E t o z 7. 2x2 SPF LEDGER STD JOIST HANGER, 2x3 J EDGER 27. 5/8" LAG BOLTS 16" O. C. (ON-SITE) 0 T cMv E o 0- EW � + OR 2X2 ML LEDGER (NY) 28. 2x6 SPFJ2 BAND JOIST OR ADDITIONAL LUMBER > +: Z s � X 8. FLR. JOISTS A 16" O. C. PER SPAN SCHEDULE ? >_ >% rjc m E 1:�' -'a°� FOR 24' WIDE MODELS 2x8 SPF #2 29. DOUBLE 2x12 SPF J2 BAND JOIST W/SPLICES 1 2 w Z � E 23"' E o °c 0 c FOR 27'-6" WIDE MODELS. 2X10 SPF#2 STAGGERED 4 ' MIN. 1- 0 z o v = o� ,� n 9. DOUBLE BAND JOISTS (SPF J2 TO MATCH TO 30. CRAWL SPACE OR BASEMENT FOUNDATION WALL <C U Q M- ;01 � a FLOOR JOISTS W/SPLICES STAGGERED EVERY 4 ' MIN. ) . ON-SITE BY BUILDER) SEE FOUNDATION DETAILS. u m r •Q a = c 10 . 4 MEMBER CENTER FLOOR GIRDER W\SPLICES 31 . 16" x 16" CRAWL SPACE FOUNDATION PIER (ON 0 Q o n o m o '- v STAGGERED PER CALCULATION MANUAL SITE BY BUILDER) SEE FOUNDATION DETAILS a L_ 3 c_ IN COORDINATION W/COL . OR PIER SPACING . 32 . 2 PC . HEADER (SEE APPROPRIATE ROOF GIRDER Q 0 r CL � . 4-2x8 SYP 12 FOR 24 ' WIDE MODELS. 4-2x10 SYP #2 SCHEDULE FOR SIZE) p Z 0 4- > c C - ami FOR 27'-6" WIDE MODELS 33•. 2 PCS. 1/4" x PLY OR STRUCTWOOD FILLER o. ` o Mn (a a ° w 11 . 19/32 AGENCY RATED STURD-I-FLOOR, 16" O. C. 34 . DOUBLE 1/2" x 1 1/2" COMPRESSION STRIP � o0 4) o ; EXCP.-1 35. WEDGE BLOCKING N Lu t o` 0 12 . 4" GYPSUM BOARD CLASS "C" INTERIOR FINISH 36. 2x4 SPF STUD 016" O. C. OR DBL . 2x3 SPF Q- - a �- n c° c 13 . INSULATION W\VAPOR BARRIER TOWARD STUD 016" O. C. (SEE CALC. MANUAL) DBL . TOP Q Z .R a`�ti1 .•- 0 CONDITIONED SPACE (OPT . ) SEE NOTE 42 . PLATES REQ'D . IF TRUSSES DO NOT ALIGN - n 14 . EXT . SHTG. W/STUDS . v o. (A) OSB (STD. ) 37. 2x6 SPF STUD GRADE 16" O. C. (STD . ) at c (B) 5/8" PLYWOOD T-111 (C) 1/2" R-MAX (OPT . ) 38 . EAVES FLASHING STRIP OF MINERAL SURFACED ��.a•• ATE AGENCY. 0 (D) 3/4" GYPSUM (OPT . ) ROLL ROOF TO EXTEND TO A POINT 12" MIN. .E o4 �• Y 0 c 15 . EXTERIOR SIDING: INSIDE THE INTERIOR WALL LINE. !.•'� y`P `v L.roA, " c (A) 4/4 VINYL (STD. ) 39. INSULATION W/VAPOR BARRIER TOWARD �P ~ v v (B) 5/8" T-111 (OPT . ) CONDITIONED SPACE (STD. ) o Z 16. INSULATION W/VAPOR BARRIER TOWARD COND . SPACE 40. ALL MATING WALL OPENINGS GREATER THAN 4 '-0" 0 17. 1/4" x 1 1/2" WOOD COMPRESSION STRIP OVER INT . WALLS SHALL HAVE TEMPORARY STUDS INSTALLED AT o r . ac~n 18 . PREFABRICATED WOOD TRUSS (SEE DWG. 24" O:C . THE ENTIRE MATING WALL So,o INEER. a > 1 FOR ADDL . SPACING/LOADS SHEATHED WITH 1/8" STRUCTURAL RE- t, E� 4 u, 0 19. 2 x 4 SPF STUD 16 O. C. (OPT . ) 5 ,PR� aYF O� ` c w DBL , TOP PLATES (STD. ) REQ'D. IF TRUSSES DO NOT o v o IGN W/STUDS, SEE NOTE 37. m w a 0 20. 2351 ASPHALT SHINGLES OR FIBERGLASS(CLASS C) SHINGLES OVER 115 FELT . �a a 21 . 1/2" AGENCY RATED SHEATHING 24/16 EXPO 1 'Oq = MODULAR STRUCTURES S THIRD PARTY. OF PENNSYLVANIA, INC. DETAIL REFERENCE NOTES JUS 1 61997 DRWN BY :M.%=' DATE : 2-2946 FACTORY BUILT SCALE : NONE DWG . NO . 8.5 1 HR . & ZERO LOT LINE FIRE SEPARATION WALLS APPROVED FLASHING RD LOT LINE ROOF SHEATHI CONT. 30 GA. METAL PLATE SWATHING BREAK AT SEPARATION LINE � (FIELD INSTALLATION) 7/16' CERTIFIED SHEATHING ao j= 0 ROOFING CLASS 'A' C m MEM = 2 LAYERS 5/8' TYPE 'X' MOISTURE RESISTANT EXT.GYP.• BD. ; E i ro UNDER SHEATHING FOR 5' BOTH DIRECTIONS TRUSSES 1/21 MIN. TYPE 'X' FROM €LOT LINE fl. Q S OR RAFTER GYPSUM WALLBOARD TRUSSES OR RAFTERS E CL w m w < LFFIREST13PPING O Q y CONT. 2x4 STUDDED 5/8' x 12' CONT. TYPE 'X' V O p ca H In WALL Y/GYP BD. AS GYP. BD. ALONG ALL MATING ACE O Q) Cp {, SHOWN BELOW. JOINTS AND 5/8' x 6' AROUN W r -- � © o 0 W (FIELD INSTALLED) PERIMETER CONT. 2x4 STUDDED �- 00 Q cow m O WALLS W/2 LAYERS OF Q 2x4 STUDS MINIMUM 5/8' F.C. GYP BD. WITH E- Z O O E c) o G 1- CEILING /2' GYP. BD. STAGGERED L TREATED (n Q O Z JOINTS (ON-SITE) W M 0 0 0 E W (A N O 1/2' MIN TYPE 'X' IRESTOPPING 2 LAYERS 5/8' F.C. GYP. BD. OYER O z, T 4) Z 0 m C O Of 2 LAYERS 5/8' MIN. 2x4 STUDS AT 16' D.C. f N -� 6 m e MOISTURE RESISTANT 1/2' MIN. TYPE 'X' ONE LAYER 5/8' TYPE 'X' GYP. BD. APPLIED PARALLEL WITH OF AT Z Q } o 6) c CL �- R-11 FIBERGLASS INSULATI EXT. TYPE 'X' GYP. GYPSUM WALLBOARD RIGHT ANGLES TO EACH SIDE OF 2x4 WOOD STUDS 16' O.C. Y/6d. W (n Z (n ` V) co c) - W 0 5/@' OR 3/4' T i G PLYWOOD R-11 COATED NAILS 1 7/8' LONG, 0915' SHANK, 1/4' HEADS, 7. O.C. W l0 = o n E oa p C3 C FLOat FIRESTOPPING STAGGER JOINTS QJ EACH SIDE. INNER FACE LAYER 5/8' TYPE 'X' �-- Q } U O STRUCTURVOOD FIBERGLASS O 4) p 5/8' DR 3/4' T L G PL INSULATION GYP. BD. APPLIED AT RIGHT ANGLES TO STUDS OYER BASE LAYER Y/8 m o Z O ,,ru_ m Rei " COATED NAILS 2 3/8' LONG, = c0 m > - t E1__��`FLR. OR STRUCTURWOOD Q (� Q cv > .o 'y +, 2x10, or 2x12 (ONE SIDE) 100' SHANK, 1/4' HEADS, 8' D.C. STAGGER JOINTS 16. O.C. d C11 G) JOISTS 0 t C 2x812x10,2x12 FLR. EACH LAYER. W J > W1 FLOOR JOISTS Q Q O = m 0 - 2x8,2x10,2x12 13. d C MASONARY BSMT. 5/8' TYPE 'X' GYP FLOOR JOISTS D. o c`, L o 0 GA. WP3S1OVALL OVER 1/2' PLYWOOD Z L a Q O y•= APPLIED TO FLOOR 14ASOMARY BSMT. c>j C •- 4) JOIST. WALL . O Z N U)> o C: to y OO y One layer 5/8' type 'x' gypsum wallboard or veneer base applied O a' .,. ._ parallel with or at right angles to each side of 2x4 wood '=' v C p O 0a studs spaced 24' o.c. with 6d coated nails 1 7/8' long, NOTES 1. FOR TWO STORY i CAPE BOTH BASEMENT i CRAYLSPACE LOT LINE WALL SHALL U UJ:2 N o •- O 0.0915' shank, 1/4' hoods, 7' o.c. wallboard moiled to ZERO LOT LINE WALL (A U s �P FOR OUTSIDE FIRE LIMITS BE MASONRY WALL CONSTRUCTION. - p !- v E and bottom lutes at 7' o.c. Stagger 2. WALL AT A LOT LINE SHALL BE A ZERO-LOT-LINE WALL. C Z 0 O p gger joints 24 c.c. each side. F' .0 C C ZERO LOT LINE WALL SHALL HAVE A LOT LINE. •- 0 3. DOOR, WINDOWS, SKYLIGHTS, RIDGE VENTS, LOUVERS OR OPENINGS LESS 01 4) THAN 2'-0' FROM LOT-LINE SHALL BE 3/4 HR. MIN. FIRE RATED L BE 0 .- - SELF-CLOSING OR HAVE A 3/4 HR. MIN. OPENING PROTECTIVE. 01 REFER TO ORATING 9.3 FOR OTHER -00 REFERENCE NOTES AND PLAN OF ZERO 4, GYPSUM JOINTS SHALL BE TAPED L TREATED, FASTENERS SHALL BE TREATED O +' LOT LINE WALL. i DOUBLE LAYERS OF GYPSUM SHALL BE STAGGERED. � O C 5. FIRE RATED EXTERIOR FINISH SHALL BE FIRE-RETARDANT WOOD SIDING OR ofY. 3 t MATERIAL CLASSIFIED AS NON-COMBUSTIBLE. VINYL SIDING IS NOT AN • C " p APPROVED FIRE RATED EXTERIOR FINISH. , E r0 ° = VERT I CAL OFFSET ROOF ,pw L To 4� w 0 p FULL FIRE RATED ASSEMBLY CONSTRUCTION VERTICAL OFFSET FLOOR (g. .....- W (ir INCLUDING STUDS AND GYPSUM FINISH O •- Z SHALL BE CONTINUOUS FLOOR TO ROOF 5/@' TYPE 'X' GYP. BD. ^ k: 2 +� _O _ 5/8 CERTIFIED STURD-I-FLOOR, �"��.! v � C., EXP-1 GLUED AND NAILED 0 Olpt D 13 , CO ROOFING CLASS 'A' TOYARDNSMATINDIT� W HARRIER OFEs 0 9) 0 7/16' CETIFIED SHEATHING FIRESTOPPING (Ur4EATED B �.�IfQf)�E(yy A I�epEE l�IEER LAYERS 5/8' TYPE 'x' `�� p.Ro t. q. 0� C W MOISTURE RESISTANT EXT.GYP. BD. 1/2'MIN.TYPE 'X'GYP. O p C3 SLASHING UNDER SHEATHING FOR 3' BOTH DIRECTIONS F� F- - O 2X4 SPF LEDGER / FROM IL LOT LINE WALL BOARD n = CLU WITH 5d CEMENT- m w ha COATED NAILS 1 5/ Z LOW.O.086' SHANK AM. 2x4 KNEE T 6 .0ZVI) 5/01 PA RATED NODULAR STRUCTURES 5/8' APA RATED W/2 LAYER .O STURD-I-FL0=0R GYP. BD. ( 13F PENNSYLVANIA. INC. TRUSSES OR RAFTERS I6' D.C., EXP-1 MASOMARY WA E THIRD PARTY. 1/2' MIN. TYPE •X' -13 FIBERGLASS GYPSUM WALLBOARD (ON-SITE INST u fid FIRE SEPARATION DETAILS ' 2 LAYERS 5/8' MIN. SEE ZERO LOT LINE WALL AT THE 5/8' TYPE-X YP. BD. MOISTURE RESISTANT TOP OF THIS PAGE FOR ADDITIONAL (ON-SITE INSTALLATION) EXT. TYPE 'X' GYP. IWMMAT101 AND FASTENING OF ACi1"fiD 7 D R W N B Y 1 DATE = 7/ 1 5/9 6 GYPSUM: FIRESTOPPING FOR CRAWL SP R-19 INSULATION W/VAPDR BARRI WALL (BY BUILDER) SEE i � NA` FOUNDATION SCiE�► SMOL ` NONE DWG . NO . ; 9 . 1 C � l C > Ei o 0 0 o LD -0 _ w E Q Q M2 U � O 's a U m�- c r F- `- 0 0 E O 0 c) o r O wr c"�.S O y WITH ELEVATION OFFSTE Q o o o's FLASHING IS REQUIRED F- Z C) E L o E Z1/2' MIN. TYPE Cn - cj 0C-3 c� v EXPANSION ROOF FLASHING. 'X' GYPSUM BOARD TWO LAYERS 5/8' TYPE O u) N E 7_ c © m _ • (FEILD INSTALLATION) LOT LIQ gX,OMIMN.INIMUMGYPSUM BOARD Z 0 y us = m a } l) G ,, 5 5 oWpc s'- 0' s,- 0• 2WW imZco IZ4 o �sE � c c 7/16' CERTIFIED SHEATHING c� o a� v MINIMUN MINIMUN QUQ _ o vNi r >. uj CL m R ;a :r a m w o TRUSS OR RAFTER 0 Q O Z v ` 1° ► 3 c Z9 c CL CL > 8 M— 0 — O Q; a c Z e6 o w .- FIRESTOPPING.h 2X4 LEDGER O. c L a, 2 S 2Xcx 4 STUDS MIN. --� E - P v � o 0 V cc ;g 0 1/2' MIN GYPSUM BOARD N c? v a s o '- TWO LAYER 5/8' MIN. p. p -v H ma c c MOISTURE RESISTANT Q z m Q EXTERIOR TYPE 'X' GYPSUM v, AIR SPACE v o r 2X4 STUDS MIN. 4) O — arc 3 tq�aon �iy 0 -6, aJ c vO Y _C O L '�� 4,E O'Pt E 0 0 ALTERNATE ROOF TDP FIRE SEPARATION .A a1, o •- Z r 0 L ; w 0 N D > r ��.. F p ��..�eenncc 4) v, o ��.��GF :f ly y0 •., a AMER. - N cw 2 o v o �� cc t- — 0 n w e aU m w Z c� �O ,09 F MODULAR STRUCTURES SEE PAGE 9 . 1 FOR AD E THIRD PARTY. OF PENNSYLVANIA, INC. INFORMATION AP OVAL LI TED •o. FIRE SEPARATION DETAILS JILL 1 61997 DRWN BY DATE : 7/15/96 FACTORY BUILT PORT1811i SCALE L DWG . NO . = 9 . 2 DOOR AND WINDOW SCHEDULE FASTENING SCHEDULE NO. SIZE ROUGH OPENING TYPE/MANl1F./USE LT. VENT ROOM BUILDING ELENWCMT FASTENER SIZE AHA TYPE jWUKKft AND LOCATIOM FLOOR f' EXTERIOR DOORS HTJIDR JOIST TO INNER BARD DLJOFAST 424 OR EQUAL 3 DIRECT MAIL M 1 3/0X6/8 39'X82- INSUL/TAYLOR EXT. ca -- 20 - NL FLOOR JOIST(HEADER) 424 OR EOU111. 3 DIRECT NAIL EACH JOIST -5 _ c 2 2/8X6/8 348X82' INSUL/TAYLOR EXT. 6.0 17.8 75 '~ c o 3 2/8X6/8 34'X82' INSUL/TAYLOR EXT. FIRE U41 17.8 - LBO TO ER BAND JOIST 424 OR EQUAL W. no�,� TM• C co 11 3/0X6/8 53 5/8'X82' INSUL/TAYLOR EXT. 1SDLT 1.25 20 13.63 OUTO INNER BAND JOIST 424 Oft EQUAL t2-OC DIRECT MAIL STAGGERED _ LD E TER 12 3/0X6/8 69 1/48X82' INSUL/TAYLOR EXT. 2SDLT 2.5 20 31.25 JOIST HANGER TO INNER EFi ,JOIST HANGER TYPE •J• ONE MAIL PER MOLE 1N O 0 0 16 5/4X6/8 67•X821 INSUL/TAYLOR EXT. DBL -- 35.6 - 1AND JOIST AND JOIST TECO 87 IRS EQUAL PER DRILLED JOIST HANGER CLQ. v o 17 6/0X6/8 721X8011 ANDERSON W/W FREMCH/SGD 27 14.7 337.5 DRIDGING TO JOIST 424 OR EQUAL 2 EACH DIRECT ENO E 18 6/0X6/8 72 1/4'X81 1/2' CRDMN/ALUM. TER.TONE SGD 33.88 17.0 423.50 19 6/0X6/9 71 1/2'X80 1/2' MALTA WOOD/PROLINE CLAD SGD 27 14.7 337.5 19/='Du STURD-7-FLOOR AWAST BF-444 at EQUAL 6U CWERA6E` V ... c 23/32'PLYWOOB IMO FAST N OR EQUAL 6'OC DRCT MAIL EDGES L i!•IMTRNED o a 20 6/0X6/8 71 1/2'X80 1/2' MALTA WOOD FRENCH 26.7 13.8 333.75 i o E c yr 21 6/0X6/8 71 1/21X80 1/2' MALTA CLAD FRENCH 26.7 13.8 333.75 O m o 23 5/06/8 98 1/4'X81 3/4' INSUL/TAYLOR 2DOOR 2SDLT 5 35.6 31.25 uj T- o voi - INTERIOR AND EXTERIOR WALLS Q c INTERIOR DOORS -SOLE PLATE TO STUD MWAST 424 OR EQUAL 2 DIRECT NAIL <i c o ca LL. 4 3/0X6/8 38'X82 1/2' H.C./YOUNG INT. PASSAGE CAP(TOP) PLATE TO STUD 024 OR EQUAL 2 DIRECT NAIL ~ z Eo s= DOUBLE CAP(TOP) PLATE 424 OR EQUAL 16'DC DIRECT NAIL (7 O 5 2/6X6/8 32'X82 1/2' H.C./YOING INT. PASSAGE 0 -- +� 6 2/0X6/8 26'X82 1/2' H.C./YOUNG INT. PASSAGECf; N E O 0 `5 2 C H- 7 1/6X6/8 20'X82 1/2' H.C./YOUNG INT. PASSAGE DOUBLE STUDS 424 OR EQUAL 12.00 DIRECT NAIL {0 r Z o :3 'i E W 8 2/6X6/8 32'X82 1/2' H.C./YOUNG INT. DIFOLD HEAOER(2 OR 3 MENDERS) 424 OR EQUAL. 16'DC DIRECT MAIL cu (r) � r: pA� 9 2/0X6/8 26'X82 7/2' H.C./YOUNG INT. DIFOLD HEADER TO STUD 424 Ot EQUAL 2 DRCT NAIL EACH END PER MDR Z N o v rcc, 7 10 4/0X6/8 49•X82 1/2' H.C./YOUNG IMT. MIRROR SGD UJ 00 :3 OY 15 2/0X6/8 49'X84 1/2' H.C./YOUNG INT. POCKET GYPSUM BOARD TO FRAMING ENERFOAH.'SIDEWALLS' 3/9' BEAD OF FOAN ! L11 (3 c = o -` ' a e` 22 2/6X6/8 61'X84 1/2' H.C./YOUNG INT. POCKET ENEHLH"OM tOoX CVR ABHSVE THE TOP AID IOTTOM PLATES.DOWN THE LEMONT OF THE STUD AND f Q } ACROSS _ w o) WINDOWS •SHEAR MALL, REPEAT ABOVE ONLY SUBSTI- c CE O Z O r -' oto C 7UTIN5 1/21 BEAD OF FOAM AM 1/4' X 1• Q U Q v T) > O C c ODE W... . . ...H ROUGH OPENING TYPE/MANUF./USE LT. VENT SF. ROOM STAPLES FOR PERIMETER FASTENING. NO L d. t7] � � _9 m v n O 0) O STAPLES ARE REQUIRED IN THE FIELD. iw -.L > n ` NX E 24210 24 14 30 3/8'X37 1/4' DBLHUNG 4.0 2.7 50 Q Q O .N ' 2842 28 22 34 3/8'X53 1/4' DBLH NNG 8.7 4.82 108.75 fl. c, t w c ,r N A C[1RNER L INTRSCT1i WALL STUDS 024 OR EQUAL 24.00 DIRECT NAIL � f" �� " � t 0) L C 3046 32 24 38 3/8'X57 1/4' DDLHUNG EGRESS 10.8 5.93 135 CRNR L IMTRSCT WALL CAP PLTS 624 OR EO L 3'x6'x.036'GALV STEEL 3 EACH SIDE DIRECT NAIL THRU STRAP CL > 2 2852 28 28 34 3/8'X65 1/4' DDLHUNG EGRESS 11.0 6.10 137.5 Q o o o .- 3056 32 24/36 38 3/8'X69 1/4' DDLHUNG EGRESS 'COTTAGE' 13.5 5.93 168.75 SOLE PLATE TO FLOOR 024 OR EQUAL 16-13c DIRECT NAIL O v, ►. 3 C 2856 26 24/36 34 3/8'X69 1/4' OKMUMG EGRESS 'COTTAGE' 11.66 5.25 145.75 INSULATION TO STUDS FRICTION FIT(STAPLED-MATS) MOME(B'OC) O Z M w o H1 - 1846 16 24 22 3/8'X57 1/4' DBLHUNG 5.3 3.20 66.25 1/D•THERMO'LY TO FRAMING 1720 OR EQUAL 6•DC DRCT EDGES L 12.00 INTRMED d C N `� o 0) 7/16.OSB SHEATHING TO FRAMING 7664 OR EQUAL 6.00 ORCT EDGES L 12'OC INTRNED E go-lo• c _ 2430 •CW13. 24 31 29 1/4•X36 1/2' MM-ANDERSEN CASEMENT 5.16 4.9 64.5 v o 0 2440 'C14' 24 43 25' X 48 1/2' NY-ANDERSEN CASEMENT EGRESS 5.9 5.6 73.75 32 2450 'CW15. 24 55 29 1/4'X60 1/2' MY-ANDERSEN CASEMENT EGRESS 9.2 8.7 115 15/ •PLYWD SWATHING TO FHDRi 7664 OR (j) :E EQUAL 6.00 DRCT EDGES L 12'DC INTRIED yA•+ (�j W'� p v- U v- c •- 2435 'SG' 24 36 29 1/4•X41 1/4' MW CASEMENT 'SAFETY GLAZED' 6 - 75 5/91Tt-11 166 ALUM OR EQUAL 6'OC ORCT EDGES L t2.00 INTRMED i2. �- N O 'o 18-4442-18 97 1/2'X53 1/4' MW-ANDERSEN PICTURE 24.1 5.66 301.25 3/4•PULYSTYRENE INSLSHHEAT"ING 1740 OR EQUAL 6.00 DRCT EDGES L 16'DC INTRMED 12 O •- O Q Z _ - E 41-CD 93' X 58' KSI 33.` 14.35 423.75 i/2'FaILFACED SHEATHING 1740 DR EQUAL 4.0C DRCT EDGES L 12'DC INTRMHED y p C45 97. 1/2'X621 MW-ANDERSEN DOW 30.4 14.2 380 c c XF 21 1/2'X21 1/2' WEBB OCTAGON 2.16 -- 27 VINYL SIDING SIDING NAILS.3/9'HD,t 1/2'LMG 16'OC DIRECT NAIL L N XO 24 3/4'X24 3/4' WEBB OCTAGON 2.16 -- 27 WINDOW TO EXTERIOR WALL 1 3/4'ROOFIMG NAILS 16.00 DIRECT MAIL O - 2222 19 1/21X19 1/2• SUNTEK SKYLIGHT -FIXED(OPER.) 2.0 -(3.5) 25 O ++ 2246 19 1/2'X43 1/2' SUNTEK SKYLIGHT -FIXED(OPER.) 4.7 -(7) 58.75 CEILING/ROOF N O 2269 19 1/2'X66 1/2' SUNTEK SKYLIGHT -FIXED(OPER.) 7.6 -(1t) 95 TRUSS TO CEILING BEAM 024 OR EQUAL 2 DIRECT NAIL tttt0 IBE AGENCY. - V C 3046 27 1/2'X43 1/2' SUNTEK SKYLIGHT -FIXED(OPER.) 6.7 -(10) 83.75 3 L LEDGER TO CEILING BEAM 424 OR EQUAL 1 EACH SIDE [IF TRUSS OR CLG JST ' PSE YpI♦ Cp CEILING JST TO CEILING BEAM 424 OR EQUAL 3 DIRECT NAIL Q, `'` `Q L.roti Y 0 t t/2' GYP =2 TO FRAMING FOAM SEAL ADHESIVE CONTINUOUS TRUSS TO EXTERItRt WALL 60d OR EQUAL 3 TILE NAIL E p p 7/161DSD SHEATHING TO TRUSS 7164 OR EQUAL. 6•OC ORCT EDGES L 12.00 INTRMED O •- Z v- U 13/32•PLYWD SHEATHING TOT RUSS 7664 1R EQUAL 6'DC DR" EDGES L 12'OC 1NTRMED n 1 �+ O DRIP EWE TO SHEATHING 1740 OR EQUAL 16'DC ♦ ZJ� 6J0 N c15WMT TO SHEATHING t426 Olt EQUAL (Nr- ♦♦♦ SION'` ,,, 4) 'a ~" THIS WINDOW AND DOOR SCHEDULE 235uHINGLES TO SHEATHING 1744 OR EQUAL 4 Y 6 6 r7ER. '- > DEPICTS TYPES AND SIZES CURRENTLY OPT TRUSS TO EXTERIOR WALL God OR EQUAL P-4IN FREQUENT USE. ADDITIONAL :R t N O WINDOWS AND DOORS MAY BE F. 0 SUBSTITUTED AND MIST CONFORM TO 1. ADDITIONAL FASTENING SHOWN IN APA CONSTRUCTION DETAIL. n Or c W ALL GOVERNING CODES E. ANY FASTENING HOT SHOWN MUST BE IN ACCORDANCE W/ THE DOCA of w O p 0 WINDOW AND DOOR NOTESA W F_ - O 8. WINDOW AREA OF HABITABLE SPACE(LIVING, DINING, INCLUDING KIT I O-U 1. EMERGENCY EGRESS WINDOWS SHALL HAVE A SILL HEIGHT OF 44'AFF MAX. NO OTHER DINING i SLEEPING SPACE)SHALL DE 9X OF FLOOR AREA FOR C~ (NY 421MAX SECT 714 MYS CODE) AND MIN OPENING 24'HIGH,20'WIDE,AND LIGHT WITH 4'L OPENING FOR VENTILATION MINIMUM. IF NOT VENTED 5.0 SO FT (GRADE FLOOR) 5.7 s0 FT (ABOVE GRADE FLUOR). MECHANICALLY TO EXTERIOR, DATHHROOMS, L TOILET ROOMS SHALL HAVE A 9 0 P� [IF PENNSYLVANIMODULAR A,E. (MA) 2'-8• HIM SLIDING GLASS SS DOOR CLEAR OPENING. MINIMUM OPENABLE AREA OF 1 1/2 SO. FT., 3 SO. FT. FOR KITCHENETTES 3. SAFETY GLASS TO BE PROVIDED IN WINDOWS IN HAZARDOUS L.00ATIONS,DOORS, i KITCHENS (60 SO. FT. OR MORE) SHALL HAVE 4% OF FLOOR AREA OPENING THIRD PARTY. FIXED PANELS' AND SHOWERS' FOR MINIMUM VENTILATION. 4. (MY) SAFETY GLAZING IN INTERIOR & EXTERIOR DOORS, FIXED SIDE PANELS, TUB L SHOWER ENCLOSURES (INCLUDING DOORS, PANELS 6 EXTERIOR WINDOWS) 9. EACH DWELLING SHALL HAVE AT THE PRI MARY LOCAT I OH A MAIN ENTRANCE DOOR THIS SPECIFICATION SHEET INTERIOR PARTITIONS 19' OR LESS FROM FLOOR LEVEL SHALL BE SAFETY GLAZED. SHALL BE NTH SWING TYPE L 36' MIN. WIDE. 5. (NY) SKYLIGHTS SHALL CONFORM TO NYS BUILDING CODE SECTIONS 716.7C AND 719. 10.PLASTIC SKYLIGHTS REGULATED BY HYS.PART 719,SHALL NOT EXCEED 200 SO.W.RQ 6. SPACES MEETING MIN. HABITABLE SPACE REOUIREMENTS(80 SO. FT. & 71-6' HIGH) 0R3, NIN.BETWEEN SKYLIGHTS. SHALL COMPLY WITH HAD. SPACE L l TRFNENTS EG. LIGHT, PENT t Eg=. t1.DO0RS,v1NrDOWs,YENTs L O'ENINGS IN EXTERIOR OR INTERIOR TENANT OR COMMON STAIR , ��TION DRWN BY L/rJs.� DATE : 7/24/96 7. HABITABLE SiPACE(LIVING, DINING, INCLUDING DINING IN KITCHEN i SLEEPING) WALLS,ALSO SKYLIGHTS,RIDGE•VENTS,L.OUVERS OR OPENINGS PASSING THRU A F1lHtA�Rb�1tlATj 'yy� L RECREATION SPACE (WILL HAVE IN ADDITION TO PRIMARY EXIT AN EMERGENCY CEILING IN A GARAGE SHALL BE 3/4 HHR.MIN.FIRE RATED(WITH 3/4 HHR.RATED ARE SELF USE OPENING TO LEGAL OPEN SPACE OF 4 s0. FT. MIN. WITH A MIN. )OR BE 3/4 HE•R/1TED {. tNNOPEE Ott HAVE A 3/4 FBt.SELF CLOSING LZPENING PROTECTIVE. NONE Lir Wl'L�. Nw. SILL HEIGHT orq-�-��,Aa�Bor>es�un� 6�-6•(54•�MAX. FACTORY BUILT PORTION SCALE i DWG. NO . 110 , 1 INFILTRATION H INFILTRATION FACTORS THERMAL PERFORMANCE NOTES- r+ a0 .2 c(I667 IS REDUCTION FOR STORM PANEL AND/OR 1. IT IS MANDATORY FOR THE MD BUILDER TO COMPLETE THIS HOME IN COMPLIANCE WITH Gt cs VEATHERSTRIP AS FOR TABLE 1 PG 21.5 ASHRAEx THE MD ENERGY CONSERVATION BUILDING STANDARDS ACT OF 1981. ADDITIONAL SITEO E i > j o YORK MAY BE- A) FLOOR INSULATION-CRAWL SPACE B) FOUNDATION WALL INSULATION O O 0m 'a Q'S-.018 V(T1-TO) AIR CHANGE ASHRAEf24.6(A). '- o ►- -BASEMENT C) PERIMETER INSULATION-SLABS D) INSULATION-PIPING EXPOSED TO tl. CL v .=r p V-VOLUNE UNCONDITIONED SPACES. c n T1-TO-72•-0•-72•F=TEMPERATURE DIFFERENTIAL BASE 2. THE ABOVE MUST BE ACCOMPLISHED IN ACCORDANCE W/BOCA NATIONAL CONSERVATION p Q o s i` 1 AIR MANGE-WINDOW OR DSR 1 WALLCODE OR APPROVED EQUAL. V r- r c N . .018x.72x1x.667=.86 BTUM/SQ FT 3. THE BUILDER IS ALSO REQUIRED TO FILE 'CERTIFICATION FORM DECD 7/1/82 y O p E 1 1/2 AIR CHANGE-WINDOW OR DOOR 2 WALLS COPIES/14' WITH THE LOCAL ELECTRIC UTILITY PRIOR TO OBTAINING PERMENENT .018x.72x1.5x.67-1.30 BTUM/SQ FT O m ELECTRICAL SERVICE. (MD ONLY) LU Is rr $- o w 2 AIR CHANGE-WINDOW OR DOOR 3 WALLS 4. INSULATION REQUIREMENTS FOR PA- 1- O) c W .018x.72x2x.667=1.73 BTUM/SQ FT A)CLGS. ADJACENT TO UNHEATED AREAS-R-30 B)EXTERIOR AND PARTITION WALLS Q C:) H- BETWEEN HEATED AND UNHEATED AREAS-R-16 C)FOUNDATION WALLS APPLICABLE TO I_ Z E L7 0 01 a INFILTRATION LOSS FOR DOORS AND WINDOWS ALL HEATED BASEMENTS AND CRAWL SPACES.R-10 D)PARTITION WALLS BETWEEN u) O T" c) _ SHALL NOT EXCEED THE CFM/LF M _. v *- t (n WINDOWS- .05 OPERABLE SASH CRACK APARTMENTS AND OTHER HEATED AREAS-R-11 E)FLRS OVER AREAS OPEN TO THE LL C1! Q c cs t� +' SLIDING DOORS- 0.5 CFM/SF DOOR AREA.. OUTSIDE AND CRAWL SPACE IF FOUNDATION WALLS ARE NOT INSULATED IN ACCORD- Q N O Z ^► 1i- SWINGING DOORS- 0.5 CFM/SF OF DOOR AREA ANCE WITH THIS SECTION-R-19 F)FLOORS OVER UNHEATED BASEMENTS-R-11 .- Z m +' O I)RETURN DUCTS INRUNHEATED AREAS-RPPLY T2 IJ)EDGEAINSULTED ATION RFOR CONCRETE (ri �' iJ y. v 3 C H- ,'HANDBOOK OF FUNDAMENTALS SLABS.R-8. z '" f: ti 0) Z THERMAL PERFORMANCE VALUES REQUIRED FOR NY ENERGY CODE (PART 5) 5. SLIDING GLASS DOOR CLEAR OPENING MUST BE 2'-8' MIN (FOR MASS). �1 -z p TYPE OF HEAT NON-ELECTRICAL HEAT ELECTRICAL HEAT 6. NEW YORK STATE ONLY-SKY LIGHTS MUST NOT EXCEED 1X OF ROOF AREA. CC 0 Z 0 I-1 s y m DEGREE DAYS 5000-6000 7000-9000 - Q U Q °•- J u o 7 ROOF/CEILING R-19 R-24 R-26 R-23 c' L sCL 3 FLOOR R-19 R-19 R-19 R-24 W m .j _3 p o a _ O- �' EXTERIOR WALw 4) L R-18 R-16 R-23 R-23 v O c GLAZING R-1.7 R-1.7 R-2.6 R-2.6 ,Nluw7fa-sos ula Q w w m c c MAX GLAZING 17% I7X 17X 17% fl- ea © - O = 6 ENTRANCE DOOR R-2.5 R-2.5 R-2.5 R-2.5 Q ql y o (!J .�+ Mt Dam O 0—ca c N r/r.t. 1n• srr n•m 1B Z L= cu O ars T r1NYL O ca > .- c- s1a,Ns n-.snit CL c ;,0 api 0 .— DUO FAST FASTENERS "'•'°'� V/V. ` E `—a o 1- 3 c U-•.ae w•.a• tl Q) •- DESCRIPTION i N U U�t y Q — NAIL STOCK t IEMGTH DIA HEAD SIZE SHAW # Q. � "a �- L t-a• Imsm 1/2• GYP v"m ]d CL O 2 O O v- •- vi V.P. 4 ttuss su1Ns /2•sn h Q Z « m .r 024 3 1/4' .131 .280 SHWTH w C tn•N-Mruc 4 slut IR 3/4' t-1a ttRL O 010 08 2 3/8' .113 .270 RING sTYBFN Y/r.t. - O 106 ALUM 2 1/4' .109 .218 SHeJOTH u-•.els U"4'�4 7/16' wg- 4) v 07 1 1/2' .140 .3125 RING 153 2 1/4' .099 .233 smxm "0 VOL 1/2. 6TP .c vi V.D. 2i1& ,n•srr STATE AGENCY. 01 0) GALV ltmin .s7w N - 034 GALV 3 1/4• .131 .280 SMWTH t/61ft ♦♦♦ at ►. t-1s tMtl ♦ pF NE O ++ 7-111 t/r.t. ♦� E r0 — 0) c 125 S' t48 SMOOTH -�♦ pE p N 1' O� 3 _c Q ti O ++ 01 _x O L STAPLES LENGTH GACR v 3►1 v/ts•os 1a•rct swuNacs vtwr� n'arr ('!jIW\J�• 2 a soles slut i.'.�� i��j W ii r� t-It IIQI E 7664 CR I I1 2' 169& 7/16• GALV IYKTat �• 71i• r/V.I. �`ni^,y ��♦ C! rr , E 0 C R-a&17EG CR It L 0 �� • p .0 Z 1740 CR 11 1/81/4' 1604 1' GALV ••'•• A4 EssloN'�•``,ENGINEER. 1/rup +, C 1828 CR I1 7/8' laps 1/4' GALV Vwm �A stal N v (n 50t0-C S/l6' 28ps 1/2' 1/s•swa NIC 010 rr tt a/4• ST tr O N pFIIIISH MAILS lLENGTH _ " U-•.w 7nGM Q cc. +' NMel . M CALtJ&ATI<!a JTJ � C W 84432-1 t• tap• 1/9• PAINTED Ural �1y Its R•sr lam, 090AATIOM 8"ICK- O v in WHITE "A an 1- - O 0.0 84432-3 t• Hep. 1/e• PAINTED MODULAR STRUCTURES 'D DROWN 09 THIRD PARTY. OF PENNSYLVANIA, INC. 164 8P 2' 150& t/1• PLAIN see IP 2 1/2• 150& 1/4• PLAINSPECIFICATION SHEET IF-•.N• *-as R 1 V/V.S. 7K est APP v LIMIT Eo TO DRWN BY N/y15r DATE : S- (o-96 'illi_ 1 61997 SCALE N NONE DWG . NO . 1 0 . 2 FACTORY BUILT PORTION t 5 t 4 IPF#2 2x4 as 1PF/2 2" 2x314!F C 1X3 LOCATOR .ct� 1x3 LOCATOR i D � ••�- t0 N' y > O OC3 0 — E CL cc o ! L YG Q Q p ,r LLJV r C N 62X10!TF/2 10' OC O m rn C Zri>0'F/2 2X10 SPF/2 f0' OC f- 2X0 WF12 _ _ r �y 4110' 111- 10' I110'i 13'- 6' O3 0 c v -U- ��111 AZO O Qc E +' 24' WIDE 6/12 RAFTER 27' WIDE 6/12 RAFTER G7 o t ' Eor � � yZ `t- U) NE O w V EW USN 0) Z `o'C. 'i a= i LU U3 Z to L w U v O C NOTE: 0 >- _ 5 � -3 E � L►J 0 SEPARATE FLASHING AT EA. s a ii •-u Z O G C COURSE OF SHINGLES k Q U Q a- o 0 4- v 24' d m o 0 ,N +� T SHINGLES i' Q Q C a5 C3 2 a cS .• R O L C 'LYWp1 ALUM FLASHING a i M '' v ROOFING (FIELD INSTALLED) Q 0 .- 0 0 CL 3 C ?o �{ ••• a L h c 4) VALLEY FLASHING Z y o o m cv w •0 L tt•- s 1/2' I 1t• a t/2' DETAIL ` p c a•O co o 0 o 6/12 24 WIDE TRUSS 24 WIDE CATH. TRUSS UJ 3 N •Q o m n c c ,�t.�'t [ a z m O ++ V O O _ 0 0 GYP STATE AGENCY. 3 s BOO � C �' 0 ♦♦� Op NE Y _C t ♦♦♦� E 04� ++ ♦ y EQ}1 t. Oy VARIES I VARIES E — c 4 v- U v A� VARIES .1 o I_ t3•- 4 t/z' t3'- 4 t/2' SKYLIGHT � 5. +� c ., U) v� 6/12 27 WIDE TRUSS 27 WIDE CATH. TRUSS FRWG DETAIL L�ti u �� 2°,.rENG I NEER. � •- > 0 0 p rL 72' WAX. �� rt ) . 0 LAA 2 C AUS �, L • U) MAX \ PRO 1. q,F�� O v Cl U YIN 2x6 FASCIA. NOTES: W 1. SKYLIGHTS TO BE CURB MOUNTED AND TO Z w DOUBLE HAVE APPROVED IMPACT TEST W TRUSS/ SOFFIT MATERIAL 2. SKYLIGHTS ON.STATIONARY SIDE OF HINGE ROOF RAFTER TO BE FACTORY INSTALLED o MODULAR STRUCTURES 3. SKYLIGHTS ON FOLDING SIDE OF HINGED ROOF WILL THIRD PARTY. OF PENNSYLVANIA. INC. 2x4 SPFJ2 AT 16'OC OR 24'OC BE FRAMED OUT IN FACTORY AND SHIPPED LOOSE MA 4. (MY)FOR FIELD PREMANUFACTLUREDOTRUSS DRAWINGS MUST ROOF SYSTEMS 2x4 GABLE BEAR NYS SEAL OF APPROVAL END WALL S. TRUSSES MUST BE SPACED PER APPROVED TRUSS WING DETAIGABLE OPT WINDOW DRAWINGS ITEQ TO DRWN BY : DATE : Z,/2?/96 SKYLI FRWG DETAIL JUl 1 61997 SCALE : NONE DWG . NO . ; 1 1 . 1 FACTORY BUILT PORTION ` + RIDGE BRD TO RIDGE BRD CONN 10d NAILS OR EQUAL AT 24"OC(ON-•SITE 2X6 TO UPPER RAFTER CONN 2-SENCO KC-28 NAILS OR EQUAL FOLDING ROOF SECTION q`{6 2X4 TO UPPER RAFTER CONN 4-SENCO KC-28 NAILS OR EQUAL (EACH SIDE) _ - - - - _ 2X8 TO LOWER RAFTER CONN 3-SENCO KC-28 NAILS OR EQUAL 1x3(CONTINUOUS) TO RAFTER CONNECTION 2x4 COLLAR T E 2-SENCO GC25 NAILS OR EQUAL '; � di OPT DROP IN ROOF C -w c = c SEE DWG 8.1 DTL E KNEEWALL TO RAFTER CONN. TOP&BOTTOU C 12 2x3 LEDGER TO ( ) � „`co•• li 3 THRU 81 2x8 CONNECTION 1 1/2-x 264a STL STRAP W/ 3-10d C t0 E m GUSSET TO RAFTER 1X3 LOCATOR SENCO KC-27 AT 9"OC NAILS OR EQUAL EACH END(ON SITE) O �+ O 0 210 Q. t 0 3 6-6d GALV NAILS /2" TO 2x6 CONNECTION C2 o SI EQUAL EACH f� 1 1/2- X 26 GA STl 2-10d NAILS OR EQUAL OVERHANG SEE DWG 8.1 ca SIDE, STAGGERED STRAP 6/3-10d NAILS O Q m s (ON-SITE) ,Ly,6 OPT AT 16"OC (ON-SITE) DETAIL J (� .._ c W 19/32- EACH ';IDE INTO JOIST O ca 1/2" DIA. BOLT W/ L c E c N < ST URD WASHER AT 48"OC O m 2L- 1/2' o - PLYWOOD GUSSET LU r .� c I-FLOOR (ON-SITE) 2X4 TOP A BOTTOM PLATE TO O d a3 m m EACH SIDE CERTIFIED 5'- 0." KNEEWALL CONNECTION 2-SENCO C) -p D 0 Q 0 .. t SHEATING 32/16 EXP 1 1/2" DIA BOLT KC-28 NAILS OR EQUAL Z O O CL o 2X8 SPF12(CONT) R-30 INSULATION 2X10 SPF#2 ,� M L 2 0 '�' cn CV £ O m Ca n c F- TO JOIST CONN J - CV Z o y m 3-SENCO KC-28 .` JOIST HANGERS � O U 11'- 10" THRU 13'- 9 11'- 10" THRU 13'- 9" T *' V) = cs m p�� NAILS OR EQUAL TYP ? p 0) -L- o E J (nZf� o TORE m v GUSSET TO JOIST 23'- 8" THRU 27'- 6" Luc `z E o CL ` CONNECTION EACH (- )' v •a c) - W 0 SIDE 11-1 1/2"x Lr O Z O ,ca - cca v D c tsga STAPLES OR 2x10 CEILING BEAU TO JOIST COI�J ATT I C STORAGE RAFTER SYSTEM Q U Q = � � � > o O u o EQUAL,STAGGERED 3-SENCO KC-29 NAILS OR EQUAL CL m O Q c E > fl. coo 2 cc .` �. ca y T RIDGE BRD TO RIDGE BRD CONN 10d NAILS OR EQUAL AT 24-OC(ON-SITE) 2X6 TO UPPER RAFTER CONN 2-SENCO KC-28 NAILS OR EQUAL Q a- y c t 2X4 TO UPPER RAFTER CONN 4-SENCO KC-28 NAILS OR EQUAL CL > ro � E v FOLDING ROOF SECTION ,yy6 0 o t o 3 c (EACH SIDE) - - 2X6 TO LONER RAFTER CONN 3-SENCO KC-28 NAILS OR EQUAL O a is Z M- > 0 v v 2x4 COLLAR TIE � 1" WIN AIR j CL v O s c 2 y c - INSTALLED AT SPACE(2--UA) E o C o v .,- •- 12 HING POINT 2x3 LEDGER TO ( lQ w - m 2 r I y+ V - . f 3 THRU 1 2x6 CONNECTION N V er s o O O GUSSET TO RAFTER SENCO KC-27 AT 9"OC .Q a �" La p 6-6d GALV NAILS UULTIPLE MEMBER 2x4 TO 2x6 CONNECTION " Q Z mQ - E OR EQUAL EACH ��R SYP/2 t LVL BEAU OVERHANG SEE DWG 8.1 v E 2-10d NAILS OR EQUAL c c SIIDE, STAGGERED O��• (SEE CALC MANUAL AT 16-OC (ON-SITE) DETAIL J - O (ON-SITE) .Ly.� FOR ALLOWABLE "•� SIZE A SPNAS) O •- 1/2- PLYWOOD GUSSET M o .r EACH SIDE CERTIFIED 2x8 SPF#2 16"OC(R-19) 4) 0 SHEATING 32/16 EXP 1 1/2- DIA BOLT 2x10 SPF#2 24"OC(R-30)(BUILD UP W/ FURRING STRIPS) z.I_- - STATE AGENCY. 31 = c 2x12 SPF#2 24-OC(R-38)(BUILD UP W/ FURRING STRIPS) O s., to2x8(CONT.) TO JOIST CONNECTION c v 2X8 SPF#2(CONT) 3-SENCO KC29 NAILS OR EQUAL ,� of NEW a� Y 0 t TO JOIST CONN �P o4 .4., 3-SENCO KC-28 `' N L f E- c NAILS OR EQUAL 11'- 10- THRU 13'- 9" 111- 10" THRU 13'- 9- p�p � ,Y v v 23'- 8" THRU 27'- 6" C1 •- Z GUSSET TO JOIST . r, " O CONNECTION EACH 0 En SIDE 11-1 1/2"x VAULTED CEILING RAFTER SYSTEM ATTIC STORAGE SYSTEU NOTES: �• ys� ods t`' ��►r ENGINEER. n 16ga STAPLES OR 1. ALL FRAYING TO BE 1600C • • p > VAULTED CLG SYSTEU NOTES: .-� EQUAL,STAGGERED �i ESS10 �� v m p 1. ALL FRAUING TO BE 16"OC 2. DESIGN FLOOR LIVE LOAD IS ORAGE ,,,1'1�/V'li►, - N 2. ERECTION SEQUENCE OF ROOF IS AS FOLLOWS: ONLY) FOR BEDROOM USE, CC STRAP TO BEAU UEUBER CONN(TOP) A) MODULES ARE SET ACCORDING TO THE SYSTEM DWG 12 3 c w 7-SENCO GC21 NAILS OR EQUAL . ERECTION SEQUENCE OF tlg ®g. O v p STANDARD SET UP PROCEDURES BEFORE A) UODULES ARE SET C - - O 1 1/2-x 26ga STEEL STRAPS ERECTION OF RAFTER SYSTEU STANDARD SET UP S = CL 1 PER BEAU UEUBER B) RAISE 2x10 RFTRS A INSERT BU. SUPPORT ERECTION OF RAF W YST d. WALLS A BEAM B RAISE 2x6 RAFTE I ' z'=:;' C) UAKEON SITE CONNECTIONS AT GUSSETS k C; NNW MAKE CONNECTI AFL IJODULAR STRUCTURES BM. SUPPORT WALLS THIRD PARTY. OF PENNSYLVANIA, INC. STRAP TO STUD CONN(SIDE) NOTED AS ON SITE 7-SENCO GC21 NAILS OR EQUAL D BOLT UNITS TOGETHER AT DATING LINE D BOLT UNITS TOGET ,+ TI BEAD SUPPORT DETAIL E ROTATE UPPER 2x8 RAFTERS FROM FOLDED w (ON-SITE) REp•D AT BOTH Dns of BEAU POSITION UNTIL THEY DEET AT PEAK. MAKE E� POSITIION UNTIROTATE UPPER L THEY WE ROOF SYSTEMS UAKE CONNECTIONS NOTED AS ON SITE. UAKE CONNECTIONS NOTE TUDS IN ENDWALL UNDER BEAU (OPTIONAL DROP IN ROOF CAP FOR SOUS (OPTIONAL DROP IN ROO S •.E UNITS. SEE DWG 8.1 DTL E FOR ON SITE UNITS. SEE DWG 8.1 DT l E F SITE ST BE WOOD TO WO CONNECT I ONS) CONNECT I ONS) APPR MITER TO D R W N B Y : f*l sr DATE : BEARING IN THIS AREA 4. SEE DWG 10 FOR EXTERIOR WALL HEADERS. 4. SEE DWG 10 FOR EXTERIOR WALL DERS. SCALE : NONE DWG . N0 . :11 . 2 FACTORY BUILT PORTION GENERAL ELECTRICAL NOTES 1. ALL ELECTRICAL CONDUCTORS AND EQUIPMENT SWILL 21. SMOKE DETECTORS SHALL BE DIRECTLY CONNECTED TO BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED AND IN GENERAL LIGHTING CIRCUIT Y/NO INTERVENING WALL C _ cc w COMBINATION WITH LISTING AND LABELING, CONDUCTORS AND SWITCH AND WIRED IN SERIES. O KO E w > EQUIPMENT SHALL BE SUITABLE FOR DOTH LOCATION AND USE. 22. SMOCE DETECTORS ARE CEILING MOUNTED. C 0 Z VJ 4 2. IN-PLANT WIRING IS INSPECTED BY AN ACCREDITED INSPECTION 23. ELECTRIC BASEBOARD HEATERS CONFORM TO THE O. a o - F- AGENCY FOR COMPLIANCE WITH THE N.E.C. REoUIRE"i or AND ARE INSTALLED IN ACCORDANCE CL U -c N 3. GARAGES ARE NOT INCLUDED IN ELECTRICAL LOAD CALCULATIONS. V/THE TEMPERATURE PERFOIANCE REQUIREMENTS £ r-- ''' 4. ELECTRIC SERVICES TO BE GROUNDED IN FIELD BY BUILDER AFTER OF U.L. STANDARDS FOR SAFETY NO. 1042 ON ELEC. V Q O CIRCUITS HAVE BEEN COMPLETED IN COMPLIANCE WITH ALL B.B. HEATING AND NY STATE BUILDING CODE 1000.2 (f)(2) p `o E C LOCAL REQUIREMENTS. 24. IN BSMT. MODELS WITHOUT UPSTAIRS UTILITY AREAS, G I-- 5. BUILDER TO SUPPLY AND INSTALL ALL MATERIAL NOT PROVIDED APPLIANCES SUCH AS WATER HEATERS AND WASHER/DRYERS 11.1 �, Z a N Z BY MANUFACTURER FOR COMPLETE ELECTRICAL HOOK-UP. ARE LOCATED IN BSMT. AND ARE WIRED ON-SITE BY BUILDER. O O (O c yo OP w 6. THE MAIN SERVICE DISCONNECT SHALL BE INSTALLED AT A READILY 25. NO MORE THAN 40 BREAKERS (OTHER THAN THOSE PROVIDED FOR D 2 ACCESSIBLE LOCATION NEAREST TO THE POINT OF ENTRANCE OF THE IN THE MAINS) OF A LIGHTING AND APPLIANCE BRANCH CIRCUIT � Z C) O � ^� o � w SERVICE CONNECTORS AS PER SECTION 230-70A PANEL BOARD SHALL BE INSTALLED*IN ANY ONE CUT-OUT BOX O e 7. PANEL BOXES IN BASEMENT LOCATION SHALL BE SITE INST AND A SUB-PANEL WILL BE PROVIDED IF MAIN PANEL. 1S FILLED. cv) v CL �- MOUNTED ON EXTERIOR VALLS BY BUILDER. �� (SEE PANEL BOARD DIAGRAM FOR SUB-PANEL NOTES) � � (\! O m `� - LLN 8. 1, 3 WIRES, 24OV, 200A, SERVICE-SERVICE PANEL V/MAIN 26. 3 OPEN CIRCUIT SPACES REQ'D. IN FACTORY WIRED PANEL. (MSI STD) N 4) Z o :^ O C DISCON ECT IS STANDARD. 27. ELECTRICAL BOXES AND WIRING IN FIRE-RATED ASSEMBLIES '- V) c c 9. CIRCUIT BREAKERS ARE 10,000 A/C. TO BE PROPERLY FIRE RATED AND STOPPED PER THEIR APPLICATION ? �, L E 10. WIRING NM-S CABLE W/GROUND. BY A NATIONALLY RECOGNIZED TESTING LABRATORY AND INSTALLED `"� v� Z (A 'w 11. NH CABLE PASSING THROUGH FRAMING MEMBERS WITHIN 1 1/4' OF PER GOVERNING CODES(SECTION 3030.1(b) MY) LU � � o � � 70y T THE EDGES SWILL BE PROTECTED W/1/16' THICK STEEL BUSHINGS, 28. EXTERIOR RECEPTS AND LIGHTS SHALL BE WEATHERPROOF. �- >- i U L C NM CABLE PASSING THROUGH NOTCHES SHALL BE PROTECTED Y/1/16' 29. LIGHTS AND SMOKE DETECTORS SHALL NOT BE LOCATED DOWNSTREAM (''_ Q Z O c o v THICK STEEL PLATES. FROM CFI PROTECTED CIRCUITS. L) Q "- :3 > a 12. NH. CABLE SHALL BE SECURED AT INTERVALS NOT EXCEEDING 4 1/2' q 4 31 C 30. MULTI STATION HARD WIRED SMO7KE DETECTORS SHALL BE PROVIDED cd a _ AND WITHIN 12. OF BOXES OR FITTINGS ADJACENT TO ALL SLEEPING AREAS,IN EACH SLEEPING AREA L ON -U � C. O 13. SWITCHES AND RECEPTACLES OVER COUNTERTOPS ARE 48' A.F.F. EACH FLOOR LEVEL.SMOKE DETECTORS NOT MORE THAN 15 FT. TO 0 Q 0 p m m - -0 OTHER RECEPTACLES ARE 16' A.F.F. ALL SLEEPING AREAS. C - O 14. BATH RECEPTS, EXTERIOR RECEPTS, AND RECEPTS WITHIN 6' CL > d KITCHHEN SINK TO BE GFI PROTECTED. o co t tz 15. RECEPTS SHALL NOT BE LOCATED OVER ANY PART OF ELECTRIr, ya, O n is ' y 0 -0 BASEBOARD HEATING UNITS. O lizo Z at �s > o O 16. CEILING L I GHHTS SHALL HAVE A MINIMUM 18' HORIZONTAL CLEARANCE d. ` m m o 9 E COMBUSTIBLE MATERIAL(Ne. CLOSET LIGHTS) N.E.C. 410-8 (d). O a' N C7 17. EXTERIOR LiC�iT BOXES ARE PRE-WIRED, LIGHTS ARE SHIPPED LOOSE d ca O a •C FOR ON-SITE INSTALLATION BY BUILDER. 4O-+ V W '� 9 `o 18. RECESSED LIGHTS TO BE THERMOSTATICALLY CONTROLLED. ca U m s K) 19. BATH FANS, RANGEHOOD, AND DRYER VENTS SHALL BE EXHAUSTED TO Q Q O m ~ p O► THE EXTERIOR. Q Z w 'a O .+ 20. ADDITIONAL ON-SITE BSMT., SMOKE DETECTORS MUST BE INSTALLED O O PER STATE CODE. 3s ` TYPICAL WIRING TECHNIQUE .., o cFUR SUB-PANEL FEEDERS _ EQUIPMENT EQUIPMENT STATE AGENCY . E r GROUNDING 7SGROUNDING SUB-PANEL ��••�"� ��++��,* SUSBAR a u Z P-0 0 AMP 10 0 AMP '�E°` f"'►o*�M• 4) � .. MAIN ISOLATED r • �(r �+ i lI f .N D NEUTRAL S GIS 2 U) BUSBAR FMA I N cill0 �. 0 p GINEER. �'• o �° �``? ~ ca v E OF NEIV F. m w ULF ccp 01 011 �O . s2 SE.(6o* c) AMODULAR STRUCTURES 9� THIRD PARTY.E 1 OF PENNSYLVANIA, INC. TO BE APPROVED CONDUIT WHEN LENGTH EXCEEDS 10' FEEDER LENGTH'NOT TO EXCEED MASTER ELECTRICAL PLAN ' DRIVEN GROUND ROD AND 25'-0' AND TO BE ENCLOSED APPROV LI Q TO METAL COLD VATER LINE IN A RACEWAY TO COMPLY WITH 19% NEC SECTION 250-61(a). 7/24/96 'JUL 1 61991 DRWN BY N DATE _ FACTORY BUILT PORTION SCALE t NOUF- . DWG . NO , 13 . 2 "To the best of my knowledge, belief and professional judgment , this - plan is identical to the original on file with the DEPARTMENT OF STATE CODES DIVISION and has not been modified in any manner" . HEAT LOSS CALCULATIONS INSULATION SIDEWALL: R. CEILING: R. FLOOR: R. ROOM NAME ROOM SIZE CLG. HEIGHT EXT. WALL re re N , �,, N ,' ^N 1�e f y0 ,, m 14 ,' q 4A ,, N EXT. WALL 1 N a '�(�' Q14 � µN , '' g N i S 8 X ,.._x__x x x I WINDOWS SKYLIGHTS ' DOORS SGD NET. WALL CEILING FLOOR INFIL X SOFT r WATTS LOSS X STATE MULT. REQ'D BTU'S ELEC BB WATTS HOTWATER BB - - 550/FT NAMFACTURER TYPE •U•VALUE WATTS LOST AT BUILDERS C*~ENTS 6'INDOWSt 70/34 FT N OR[OVAL DK/SNOL NNO 36 7.4 WALLS: � 2X4 W/R-13 .001 1,q ANDERSON VOL HUNG .32 6.6 2X4 W/R-13 3/4• NW .033 1.13 SIN-TER lXYLIOIrIS 37 7.6 2X4 W/R-13 1• RIM .030 1.02 2X6 W/R-11OS6 1.11 IM DOORSS 2X6 W/R-1/ 3/4• AX .044 .H TAYLOR IN A. OGRE 21 4.3 2X6 W/R-11 I- Rim .040 .62 NW,ADER0011 FRENCN.SOD .31 6.0 E0JAL CEILINCSt TIPLIER616' O.CC. W/I1-30 .0436 .06 te• O. . W/R-30 .0406 .64 -^ w O.C. W/4-43 .0312 .76 n - as 4S� ss 79 1S- O.C. t/R-31 .0331 .72 --1 L 11� .K WATTS LOST AT 24. O.C. W/R-30 .0423 .67 aq r '� 1.63 70/34.FT. .UX70#3.414 24' O.C. W/M30 .0362 .74 24. O.C. "13 .0333 ,66 - 0 1.05 t�rF/L X.5-P T f 24• o.C. W/R-31 .0300 .0 1.13 r 1.21 i.;B FLOOR rry CRAWL SPACE W/R-1/ .0321 1,07 -O �� '� •Z J 6ASENEM W/R-11 .0411 1.02 /NEER -- _ ,� AS 4 �r h-47,f wgas = o . M m D I' Qi R DEPARTMENT OF STATE mz..... CODES DIVISION ALBANY, NY 12231-0001 M H c m Stamp of Approval for a System, Model or Component •n o m m > T C a/ 413 �! �2 4 8 R/2�'�i�� z � Application No. Manufacturer's No. Date of Approval --fm {N NOTICE-This approval is appl;cabl,only to those components of the factory manufac- M ;p r -4 tured buildings that are fabrica;ecf the factory manufacturer's facility. Z z This approval shalt not relieve the manufacturer from responsibility for deviations, p .....I errors or omission from the approved documents. ,o rn .6j�. A4 � B e . ---- ifvi9c Eq�sP,•,c�.r �b HEATING DESIGN CRITERIA L•o,,,�� w2lN �v� y�c,5 WINTER INDOOR DRY BULB DESIGN TEMPERATURE 72 • F .ST•�rr EivC'�+r�y �'�• ��''�'" _ WINTER OUTDOOR DRY BULB DESIGN TEMPERATURE 0 ' Fc _ c0a a� TEMPERATURE DIFFERENTIAL BASE 72 ' F °T `� � `� ' � a = L INDOOR DESIGN OUTDOOR DESIGN DESIGN TEMP. DESIGN TEMP. CAUL � � � � a�`6 STATE MULTIPLIER -• TEMPERATURE TEMPERATURE DIFFERENTIAL BASE 0 kD ¢ Y a -o CT . . 72 - 7 - 65 + 72 = . 90 L ° . . . . E c �-- O m y z * z DE . 72 - 14 - 58 + 72 = . 81 w o �, Rs � o t -o� ME. . . . . . 72 - - 13 - 85 + 72 = 1 . 18 ta- z o o a 4 E -'•a= MD. . . . . 72 - 12 - 60 + 72 = . 83 I m 0 M opo LL w a o 0 MA. . . . . . 72 - _ -3 - 75 + 72 = 1 . 04 0 > T m z o o n� o NH. . . . . . 72 - -3 - 75 72 = 1 . 04 Z o } �. "' t - m + �, Y =' E •N e NJ. . . . . . 72 - 13 - 59 + 72 = . 82 2F w z � y- � r , E o -a o� 0z o 49 _ ass c NY. . . . . . 72 - -IS - 87 + 72 = . z1 •« •- v ° '� c PA. . . . . . 72 - 5 - 67 + 72 = . . 93 a- v m �, Z � �� 52 a. a ° _ RI . . . . . . 72 - 9 - = 63 + 72 = . 88 o Q 0 � ° - 0 VT. . . . . . 72 - -7 - 79 = C v r- � + 7 2 1 10 a c>0 E ° ~ VA, . . . . . 72 - 16 - 56 + 72 = . 78 ,� o Q Q2 _ " ° o WV. . . . . . 72 - 6 - 66 + 72 = . 92 o. c � ;; o N NO E E O F=- - � c� o -0 C C .- � MULTIPLIER FOR - cfl y.. U L1J '= N 0) UAL ° ti o,'� AIR CHANGE TEMP. DIFF. WEATHER STRIP OF EXT. WALLS W/ BTU TO AIR ACTUAL AIR Q p m ~ 0 1 0 ° 0 VOLUME BASE REDUCTION WIND. OR DOORS WATTS INFILTRATION VOLUME INFILTRATION ¢ z o i a� o . 3 L 018 X 72 X .667 X Dl - i = .86 X . .293 = .25 X VOLUUE . AIR INFILTRATION 04- V1 �t O L .018 X 72 x .667 X ® - 1.5 - 1.30 X .293 .38 X VOLWE . AIR INFILTRATION I E C .018 X 72 X .667 x ® - 2 = 1.75 W X .293 .51 X VOLE 7 _ -AIR-INFILTRATION ,��%long" ATE AGENCY. ! O O 1E 04 v- - ytP H L.to 'tri o •- z .� c o DESIGN TEMP. BTU TO WATTS ACTUAL �P - N N SECTION UNIT "U" VALUEBASE WATTS LOSS AREA WATTS LOSS r �a�1► x •- > y o WALL W/R-13 x .070 x 72 x .293 1 . 48 x AREA x WATTS LOSS v • N WALL W/R-13 W/FM. - a ° o�o'� `�?,��•c o v o OR R-19 x .054 x 72 x . 293 - 1 . 14 x AREA x WATTS L f S1O�'P.•`� a� CEILING W/30 RAFTER x . 039 x 72 x .293 - .82 x AREA x WATT NE R CEILING W/30 TRUSS 74 5�� k, R-38 TRUSS do RAFTER x . 035 x 72 x .293 - . x AREA x WA S FLOOR W/R-19 x . 051 x 72 x . 293 - 1 .08 x AREA x W m 00 cp ac Z �o MODULAR STRUCTURES WINDOWS 1-6, O9 Q THIRD PARTY. OF PENNSYLVANIA INC. DOORS P.0 x . 26 x 72 x .293 - 5. 48 x AREA x WATT C WINDOWS 7 do 8 x . 46 x 72 x .293 9.70 x AREA x WATTS TYPICAL HEATING MASTER DOORS A do C x .08 x 72 x .293 1 .69 X AREA X WATTS S DOORS D k E x . 11 x 72 x 293 - 2.32 x AREA x WA a DOORS B x . 16 x 72 x .293 - 3.32 - x AREA x WATTS LOS DRWN BY : MS= DATE : Z%Z9-Y� DOORS 0 x . 63 x 72 X. .293 - 13.29 x AREA x WATTS,IL�SSW NONE J� 4 0 SCALE : DWG G . NO . : 14 . 3 FACTORY BUILT PORT1011 PLUMBING NOTESt I . 1st FLOOR DRAIN FIELD NOT PROVIDED 26. AN ADEQUATELY RATED TEMPERATURE L PRESSURE RELIEF BY MSI . DRAIN FIELD IS RESPONSIBILITY VALVE SHALL BE PROVIDED ON ALL WTR. HTRS. INSTALLED Y BY MSI . TLP VALVE TO BE INSPECTED (AND INSTALLED IF �=• � ON-SITE BY BUILDER. W.H. IS SHIPPED LOOSE) ON-SITE BY BUILDER. TLP VALVE 2 w 2. CHECK FLOORPLAN FOR APPROPRIATE BATH LAYOUT. MUST DISCHARGE DOWNWARD THROUGH A 6' VISIBLE AIR GAP c > 2 t m f- 3. IN BASEMENT MODELS, WASHER MAY BE LOCATED IN O o o 2 .0 � BASEMENT, ON-SITE CONNECTION BY BUILDER. TO A NON-HAZARDOUS LOCATION (I .E. BASEMENT DRAIN) . o, a. 5 R 3 27. ANTI-SCALD DEVICES WILL BE USED IN ALL SHOWERS. E CL 45 t N 4. IN CRAWL SPACE MODELS, REQ'D PLUMBING (IE. WASHER 28. ONE FROST FREE SILL COCK IS TO BE INSTALLED ON SITE O Q m .o AND W.H. HOOK-UPS) NOT PROVIDED BY MSI . TO BE U o E y BY BLDR. (SEE NOTE #20) . ,. o E SUPPLIED L INSTALLED BY BY BLDR. (NY) THIS NOTE O e� � o 29. VACUUM BREAKERS TO BE LOCATED A MIN. OF 4 ABOVE »� z a ac) Z NOT APPLIC. TO NYS. FLOOD LEVEL ON FACTORY INSTALLED FIXTURES (I .E. H o 4) "' c. o E w 5. BATH TUBS AND SHOWERS ARE LISTED BY AN APPROVED Q o ' ` AGENCY. CLOTHES WASHER) NY - SEE WASHER SUPPLY DETAIL. � � Z o o �•;, ° X 30. (2 STORY) 2ND FLOOR FIXTURES OR FIXTURE GROUPS WILL 611 p at 6. HEIGHT OF WATERPROOFING IN TUB AND SHOWER SPOCE HAVE DRAIN STACKS SEPARATE FROM IST FLOOR FIXTURES L- cl) E 0 _ w 6'-0' MINIMUM. OR FIXTURE GROUPS. r C > o An U 03 c° c 7. THIS VENT EITHER INCREASED 3' 2 12' BELOW FLOOR 31 . (2 STORY) 1st FLR. FIXTURES SHALL CONNECT INTO HORIZ. Z 0 } �, W ;� m ° L e LINE OR ELBOWS OVER AND CONNECTS TO 3' MAIN VENT BUILDING DRAIN M❑RE THAN 10 PIPE DIAMETERS DOWNSTREAM W U) Z u) d- It N .• T WITH 3' x 3' x 1 1/2' TEE. OF STACK BASE L NOT CONNNECT INTO 2nd FLR. DRAIN STACK. 8. INTERCONNECTION OF VENTS TO BE FACTORY MADE WHERE32. " a � s c (2 ACCESS FOR CONNECTION OF BOTH SUPPLY CC Q Z O "-• f' o PRACTICAL ABOVE CEILING Q Q "- " " o .- AND DWV SYSTEM WILL BE PROVIDED IN IST FLOOR CEILING. Uc > 2 a a c 9. PLASTIC PIPE SHALL BE SUPPORTED EVERY 4'-0' 33. (2 STORY) INTERCONNECTION OF PLUMBING SYSTEMS BETWEEN W m > -t= om vi HORIZONTALLY AND VERTICALLY (NY - LESS THAN 2' 1ST STORY CEILING AND 2ND STORY FLOOR TO BE MADE INcc Q GL L � o 2 - PIPE SUPPORTED EVERY 3'-0' HORIZONTALLY) . 1° c " C: •- 4) FACTORY WHERE PRACT I CAL. (DOES NOT APPLY TO NY) . 2 > 2 i E or- •- 10. VENT EXT. THROUGH ROOF PER STATEi CT, DE, NJ, NY, 2 0 = o 34. CCT & ME) 2 DRAIN REQ 'D. FOR KITCHEN SINK. Q �, � .- c - MD, RI L PA - 12' MIN. MA - 18' MIN. 24' MAX. 35. (MA) NO SOFT COPPER. C 0 a s c Z 0 :S 2 ,°� 010 11 . ALL HORIZONTAL VENT PIPING SHALL BE A MIN. OF 6' 36. CMA). MIN. VENT STACK IS 2' (INCREASER USED FOR 1 1/2' Q, 12 2 t3 �- O tcQ.- � o e ABOVE THE. FLOOD LEVEL RIM OF THE HIGHEST FIXTURE VENTS) . E y.. E-• •- � c c IN THAT DRAIN BRANCH. `6 O 37. (MA) BASEMENT MODELS SHALL BE PROVIDED IN FACTORY WITH A c0i w '9 s2 8 _'o, 4) 12. DWV MATERIAL TO BE PVC OR ABS SCHEDULE 40. 2' VENT TO BSMT STUBBED BELOW 1st FLR. ,CAPPED L LABELED. N Q v 1 f2 4) .- 13. PVC & ABS SHALL NOT BE MIXED WITHOUT A MECHANICAL 38. (MA) WALLS SUBJECT TO WATER SPLASH ARE PROTECTED BY Q z 3 �� v o ..� CONNECTION. VINYL CLAD INTERIOR FINISHES. °' ° 14. ALL DRAIN LINES TO SLOPE 1/4' PER FOOT TO MAIN MIN. 39. (NJ) SHUT OFF VALVES REQ'D. ON ALL FIXTURES. o L N 15. HORIZONTAL TO HORIZONTAL VERTICAL TO HORIZONTAL DRAIN, 40. (NJ) MECHANICAL WATER HAMMER ARRESTOR TO BE INSTALLED c o CHANGES IN DIRECTION SHALL BE 45' WYES, LONG SWEEP 90' AT DISHWASHER AND CLOTHES WASHER. Y 0 -c ELBOWS LONG SWEEP TEE-WYES,6th,8th,or 16th BENDS,APPR. 'j -0 � 41 . (NY) WALL CONSTRUCTION FOR SHOWER COMPARTMENTS & ABOVE STATE AGENCY. E - c COMBINATIONS OF THESE OR EQUIVALENT LONG SWEEP FITTINGS. BUILT-IN BATH TUBS TO BE IN COMPLIANCE W/ 901 .68 L w c o 16. SHORT SWEEPS PERMITTED IN SINGLE BRANCH HORIZONTAL TO 901 .6h. o •- Z VERTICAL CHANGES IN DIRECTION L ON 3' OR LARGER. 42. (NY) ANY STRUCTURAL MEMBER SUBJECT TO DRILLING, CUT- +� ""' -, 0 •• C �, 17. MAX. LENGTH FROM WASTE OUTLET TO TRAP WELL IS 24' . TING, OR NOTCHING SHALL BE LEFT IN SAFE STRUCTURAL . '9' NEK,r° v 18. MAX. DISTANCE OF FIXTURE TRAP TO YENTA 1 1/2'- 3'-6' , CONDITION BY BEING REINFORCED, REPAIRED, OR REPLACED, l' - > 2'- 5'-0' 3'- 6'-0' . P ALL IN ACCORDANCE W/ THE STRUCTURAL REQUIREMENTS OF 4) H o 19. AUTO VENTS ARE NOT PERMITTED IN THE FOLLOWING STATES, THE CODE. L '- CT, MD, MA, NJ, NY L RI . IN THESE AREAS VENT LINES to 43. (NY) PIPING SHALL BE FIRE STOPPED WHERE NYS • : •�c W c w WILL BE INSTALLED AS REQUIRED. CODE, PART 717. 4 W/ MATERIAL EQU I VALE1QE �°- ° o 20. SILLCOCKS L HOSE BIBS SHALL HAVE A VACUUM BREAKER WASHER CONSTRUCTION WHICH IT PENETRATES AND y . F ao�o' �? cis H.B. 'S EXCLUDED PIPE MATERIAL (SEE SHEET 9.3 FOR PIP P GINEER. 21 . MAX. FLOW RATES FOR KIT. SINK,LAVS L SHOWERS TO BE 2.5 DETAILS) . - GPM.MAX. C 80# PER SQ. IN. (NYS.E.C.LAW) 44. (NY) WATER HEATER INSTALLATION SHAL T E u' A 22. SUPPLY LINES ARE TYPE 'L' COPPER. 902.6, L1991 NYS. ENERGY CONSERVATI u, R 23. COPPER PIPE SHALL BE SUPPORTED EVERY 6'-0' HORIZONT- PART 6 L NATIONAL STANDARD PLUMBING ALLY AND AT EACH STORY HEIGHT, NOT TO EXCEED 10'-0' (SAFETY DEVICES)EXCLUDING MATERIALS) 'Oq VERTICALLY. XE 45. (NY) PLASTIC PIPING MUST BE PROTECTED a MODULAR STRUCTURES 24. ALL JOINTS IN COPPER PIPE TO BE SOLDERED W/ SOLDER L STEEL PLATE WHEN PIPE PASSES THROUGH WOO SS THIRD PARTY. OF PENNSYLVANIA INC. FLUX APPROVED FOR SUCH USE L SHALL BE 99.8X LEAD FREE THAN 1 1/4' FROM EDGE OF MEMBER. FOR SUPPLY PIPING. 46. (NY) PIPING TO STUB THROUGH FLOOR ONLY. ELOW ST LOOR PLUMBING 25. WTR. HTR. SUPPLIED BY MSI L SHIPPED LOOSE FOR BASE- PIPING TO BE SUPPLIED L INSTALLED ON-SI p�T A MENT INSTALLATION ON-SITE OR INSTALLED IN HOMES W/ 1A1. IN BELOW 2ND FLOOR PIPING TO BE SUPPLIED B CRAWL SPACES (SEE INDIVIDUAL SALES AGREEMENT FOR STALLED ON-SITE BY BLDR. DRWN BY DATE : 7/30/96 MODEL, SIZE, ETC. ) . (PAN REQ'D PER NY CODE) �t�i 6 tg97 SCALE , NONE DWG . NO . : 15 . 1 '- fAC?'JRY 3U'.lT PC+"T1t1N __ 47. (NY) ALL PLUMBING SHALL BE TESTED IN PLANT PER NYS CODE 907. NO PLUMBING SHALL BE COVERED BEFORE TESTING. PLUMBING MATERIAL SPECIFICATIONS 48. (NY) FIELD INSTALLED PIPING BETWEEN 1ST & 2ND FLOORS, FORMED METAL PORCELAIN - A112. 19.4M-1984 BATHROOM TILE AND FREEZE PROTECTION OF CRAWL SPACE wo 2 1-1987 C .. -� o PIPING PLUS ALL WORK DONE ON SITE SHALL BE APPROVED BY PLASTIC TUBS - ANSI Z124 . = GEL COATED GLASS, FIBER REINFORCED POLYESTER RESIN N LOCAL BUILDING CODE ENFORCEMENT DFFICER.PIPING SHALL BE ? m > N 6 FIELD TESTED PER NYS. CODE 907 BEFORE CONCEALMENT. SHOWER AND SHOWER RECEPTOR AND SHOWER STALL - o o z v ANSI Z124.2-1980 CL ?i ._ 49. IN PLANT FIXTURE DRAINS & ALL OPEN PIPE SHALL BE t V) PROTECTED OR CAPPED & LABELED IN TRANSPORT. STAINLESS STEEL FIXTURES - A112. 19.3M-1987 ? o c m CHINA FIXTURES - A112. 19.2M-1990 U C�1 -. o � LL_ 50. (NY) ACCESSIBLE TRAPS ONLY SHALL BE REMOVABLE W/ UNION o � �, IN TRAP SEAL OR HAVE CLEANOUT OPENING SAME SIZE AS RELIEF VALVE - ANSI Z21 .22-86 E c �" TRAP. INACCESSIBLE TRAPS SHALL NOT HAVE UNIONS, CLEANOUTS MATERIALS, FIXTURES & EQUIPMENT SHALL BE IN COMPLIANCE TO � �' � o a ❑R SLIP JOINTS . WITH NYS CODE PARTS 904 & 1250 < o v o r L v cr:z 51 . (NY) WATER CLOSET BALL COCK TO MEET 902:3 W .3h. PLASTIC LAY'S (ANSI 2124. 3) 1986 zz 0 E 92 ,a= 52. (NY) ENVIROMENTAL CONSERV. LAWj WATER CLOSETS SHALL CAST COPPER ALLOY SOLDER JOINT PRESSURE FITTINGS cf) C. -; �, a- ANS I B 16. 18-1984 O cc' a^ 3 = w v BE 1 .6 GAL. FLUSH MAX. > o zi -- y v o c WROUGHT COPPER & COPPER ALLOY SOLDER JOINT PRESSURE 53. (NY) THE POTABLE WATER SYSTEM SHALL BE FIELD D I S- C� } y� „ ` m ,0 r e INFECTED AS PER NY CODE 902. 11 AND THE LOCAL INSPECTOR. FITTINGS ANSI B16-22-1989 w or) z cn ; d C.1 on N -- 54. (NY) UNITS W/ OVER 20 FIXTURE UNITS HOT AND COLD, 2 1/2 CAST COPPER ALLOY SOLDER JOINT DRAINAGE FITTINGS (DWV) :2 w E -00 4Nit c BATHS WITH DISHWASHER SHALL HAVE A 1 ' MIN. SUPPLY MAIN, ANSI B16-23-1992 Z O J -. a w m " ° 55. (NY) CONCEALED PIPING IN UNHEATED AREAS, INCLUDING BRONZE PIPE FLANGES AND FLANGED FITTINGS, CLASS 150 & a U �Q 4' c c 2 c� t, c1 -- a � � CL a c OUTSIDE WALLS, SHALL BE PROTECTED AGAINST FREEZING IN 300 ANSI B16-24-1991 CL. 1 - v CAST COPPER ALLOY FITTINGS FOR FLARED COPPER TUBES o Q o c'_ co a PLANT . PIPING SHALL BE KEPT OUT OF UNHEATED AREAS WHERE Q. ANSI B16-26-1988 c - v POSSIBLE. m :�; E 56. (NY) HOSE SPRAY ( IF SUPPLIED) FOR TUB/SHOWER SHALL HAVE CAST BRONZE THREADED FITTINGS CLASS 125 & 250 ANSI/ASME a 2 c 3 J(--a2 4--- c %P- o n r - c v 0 'a A DIVERTER THAT PROVIDES A VACUUM BREAKER WHEN UNDER O lzf z c 9 .2 - ° VACUUM (I .E. BATH SPOUT DIVERTE"R) OR SHALL BE PROVIDED WROUGHT COPPER AND WROUGHT COPPER- ALLOY SOLDER JOINT CL r �� 2 � n - 4) v WITH A VACUUM BREAKER. DRAINAGE FITTINGS (DWV) ANSI/ASME B16.29-1986 o i C E c c 57. ALL BATHTUBS INCLUDING GARDEN, WHIRLPOOL,HOT TUB SHALL SOLDER METAL - ASTM B32-93 +x' co w'� �-' o - � SEAMLESS COPPER PIPE, STANDARD SIZES ASTM B42-93 N v� i 2. �, •_ � HAVE AN OVERFLOW 1 1/2 MIN. �- F= � o cn 58. SPACE FOR WATER HEATER ON FIRST OR SECOND FLOOR IS POLY (VINYL CHLORIDE) <PVC) PLASTIC PIPE, SCHEDULES 40, Q z o Q o PROVIDED BY MSI . 80, 120 - ASTM D1785-91 c c 59. JOINTS AROUND PLUMBING FIXTURES SHALL BE MADE WATERPROOF POLY (VINYL CHLORIDE) CPVC) PLASTIC PIPE FITTINGS, 0 a SCHEDULE 40 - ASTM D2466-9Oa AT FLOORS, WALLS, & COUNTERS. SOLVENT, CEMENT FOR POLY (VINYL CHLORIDE) (PVC) PLASTIC Y ° t 60. FIRE STOPING SHALL BE PROVIDED BEFORE IT IS COVERED OR PIPE & FITTINGS - D2564-91a SATE AGENCY. E-, c CONCEALED INCLUDING BEFORE BEING CONCEALED DURING PLACE- POLY (VINYL CHLORIDE)(PVC) PLASTIC DRAIN, WASTE, & VENT 0 ° -MENT. � PIPE AND FITTINGS - ASTM D2665-91a . 4. o •- z 61 . BASEMENT MODELS SHALL BE PROVIDED IN FACTORY WITH A 2 .. o SEAMLESS COPPER WATER TUBE - ASTM B88-93 aP VENT TO BASEMENT STUBBED BELOW FIRST FLOOR,THEN CAPPED v cn AND LABELED. BASEMENT VENT MAY BE DELETED WHEN CLOTHES NOTEi PLASTIC PLUMBING SUPPLY PIPE IS NOT PERMITED. > WASHER IS ON FIRST OR SECOND FLOOR. v v o 62. PLASTIC PIPE SHALL NOT PENETRATE FIRE. RATED ASSEMBLIES �c •- N INCLUDING FLOOR/CEILING. c 0-0 DWV PIPE APPROVED DWV :' !NG I NEER. COUPLING mw Z ' cu cP 2 DMV PIPE t<`� ,09 I � ' MODULAR STRUCTURES THIRD PARTY. I OF PENNSYLVANIA INC. • �- SOLVENT CEMENT JOINT Awa Ll TO PLUMBING _FIELD CONNECTION BETWEEN JUL 1 6 1997 DRWN BY clN$t DATE s .5-8-76 MODULES OR BASEMENT FIXTURES FAr T l pv n""!T 'K.'"TIONN ONE SCALE& DVS. NO , 12'MiN CLIA-16•-24' ' OFFSET AS REG'D 6 TO MAINTAIN 121MIN ca y 0; 3'MIN VENT, PENETRATI13M THROUGH ROOFa �. •u o MADE WATER TIGHT, SITE INSTALLED IF NOT to C.3 +• PRACTICAL IN FACTORY. d � � y -to � t'I12'MIN TO BRANCH PIPE i BEGINNING 1 1/2' BRANCH VENT WITH 0OF ti 0 w 0 N < ALT. 1 1/2'YENT TO VENT II REDUCTION AT REDUCER ALTERNATE ARRIWIGEIENT CL L]. Q U L W TERMINAL FOR SINK i YASHER�1 1 1/2' BRANCH VENT . • • 1 t/2'-t/4 BEND 3' MAIN STACK PENT p V• Q o 3 .. 3 x3 xl 1/2 1 1/2' IF LOCATED ON U. VENT TEE HORIZONTAL DRAINAGE a. p S'-C'MAX S'-O'MAX 3'-O'MAX -OFT BACK TO BRANCH. C F- 6'-0'NAX (3'-6•NY,NJ (3'-6•NY.NJ l3'-6'MY,NJ BACK FIXTURE LAV LAV Lu r O c o n- y Z 2'FUTURE (5''-C'M X 6'-0'MAX F USING CQMON cJ -- VENT SHINER ST VENT(DOES NOT `- 13 o M pp� AY SHER (5'-0•NY,NJ) APPLY TO NY) 3' MAIN z O O c� o F- p a ft OPT BACK TO STACK VENT `n iJ CC) 0 Q= -�� BACK WATER T-� IU$L `t- ti N �� a CLOSET USING SHOWER Q N G o © w p p c KITCHEN SINK 1 1/2•DBL `� LADIES lOTT WET PATER H r 4.0 c, '- -' ro i Y i- O O v SAN TEE APPLY TO NY) WATER CLO. 5'-0'MAX L!_I 0Uj' }' >Cj) u r U m N E FIN FLR—- - - _1 t/2•TY WCO �� -—� FIN FLR 1 1/2' YET 2 W Z (3 r _ 3 to A STUB 2' AT 2ND FLR(NYS) WENTCC INCREASRw Q Z O 3 L s m a) t c THRU _ p: Q > 'o .- v FLR SIZE ACCORDING TO SLUE 1/4' / FT U n c ci s ' a •3 C C.0. AT FIXTURE LOAD W J t- c` v 1ST FLR 0 cs • - co 0 a SLOPE 1/4• / FT 3 DBL Q ¢ C: •- a) `� p .� SAN TEE 0. LONG BEND 2' DRAIN r T DRAT N TYPICAL BATHROOM GROUP o a- y CO C - TYPIC-AL DWV SCHrE-MAT I C 4) O vWITH WET VENTING j o Z CI w > o _ o a _ c � QN E VACUUM RELIEF VALVE NEEDED WHEN E .-- H- ,o- cu p v TANK IS ON IST OR 2ND FLOOR (NY,MA) NOTE+NOT FOR NEW YORK t4 0 _ ,c ISOLATIOM VALVES, DWELLING ISOLATION STATE U) U U t O VALVE SHALL BE ACCESSIBLE TO EACH TEMPERATURE L PRESSURE O CL 6 ~ N O LIVING UNIT N •- 1] RELIEF VALVE Q m O IT L. I Q Z .�. (D 4) O 0 WATER FLOW � O TO FIXTURES - O C WATER FLOP-�• 3 r C .� p MATER FLOW (1 DIA F 3/4'DIA �[ O L TD FIXTURES OVER 20 UNITS) T-J COLD WATER INLET STATE AGENCY . E - G HOT WATER OUTLET v v Asan aB�y� HE m o - Z �O E *4- .«+ c o ALTERNATE TEMPERATURE i PRESSURE WATER HEATER M I N�PERFORMANCE �r� P`pHA otic U) u In RELIEF VALVE LOCATION ELEC. EF> . 93- . 00132V o ° > GAS FIRED EF> .62 . 0019V OIL FIRED Ef->> .59-. 0019V r. %� W DISCHARGE LINE (TO BE ` C W EXTENDED TO AN OPEN DRAIN) _ �� J 3 OH- O TEMPERATURE i PRESSURE WATER E �• FEssIO .•` NG I NEER. (NY) ALL UNDER IST FLOOR DRAIN L V *v, = a0 RELIEF VALVE SHALL PIPE TO. HEATER RD L. 0 AN AIR AS � IN � DONE IN FIELD (STUB THRU FLOOR ❑N ) . � �F� �9 WATER HEATER IS ON FIRST OR ALL OPTIONAL BATHS, BOTH IST L 2N � S ti� Au SECOND FLOOR A PAN SHALL BE PROVIDED SHALL HAVE BELOW FLOOR DRAIN 8� V ' m AND ITS BRAIN SHALL PIPE BELOW FIRST A uj W FLOOR (DRAIN PROVIDED IN PLANT FOR PIPING DONE IN FIELD. (PROVIDE A SECOND FLOM UNITS). BRAIN SHALL FIELD INSTALLED PIPING) . PIPE AND DISCHARGE INDIRECTLY WATER HEATER GVERFLOV PAN �p TO A HAZARD FREE POINT. (METAL PAN USED FOR A ix A=;" ' 6' MAX FUEL BURNING HEATER) 9 P MODULAR STRUCTURES AIRGAPU NO FUEL BURNING WATER HEATERS IN OR THIRD PARTY. I OF PENNSYLVANIA INC. 21 DRAIN BELOW FIRST FLOOR REQUIRED WHEN SLEEPING, BATH, OR TOILET ROOMS. ACC TANK IS ON THE FIRST OR SECOND FLUOR WATER HEATER SHALL BE LARGE ENOUGHPLUMBING (PROVIDED BY MANUFACTURER) AL LI d REPLACE THE UNIT IF NECESSARY. ACCESS SH L WATER HEATER DETAIL NOT BE PLACED THROUGH CLOSET. UNIT , VCLL DRWN BY t DATE : BE PROTECTED FROM FREEZING TEMPERAT (NY-SEE NOTE 26 i 44) FACTORY BUILT PORT1A SCALE , NONE DWG . NO . -15 . 3 I 3' VENT MIN 12•-,, � 1/2' M x 1/2• F ELL SAVE �1 1/2' PENT ABOVE ROOF `1 1 SEE MOTE'7 C — W : y 3' COUPLING 1/2• x 1/2' COUPLI 1/2' DIA (30'MAX) ; m W 3' DIA 1 ANTI SCALD 43' ELL C ` 0 i t- ' DIVERTER \ r L_ O N 2' VENT PROVIDED 1 VELA GE �x3. 1/2' M x 1/2' F ELL \ E CL � �0 \ TRIP LEPER G 4+ Q 3 _ C (n Y FOR FUTUIRESM� ,1 1 / 3' CLEAR TYP. 1/2' COUPLING \ a� 41 THRU FLOOR,TAGGED y 1 �Jf BTH OF SPOUT ' DIAJ VASTE U � O w � , _O AND CAPPED j h�� 1 1/2' I L o E c FLR LINE (TUB RIM-- - DIA SPOUT SUPPLY SAN TEE 1 LLL r O � c p y N Z 1 1 1/2' DIA ,— CQ d �% v d T1�3' COMBO. VYE L 1/8 BEND 1 1 TRAP Q CD a c ��` (BY BUILDER) �` L z G O r_• o -'a`� MAIN VENT & WATER CLOSET TUB / SHOWER TUB DRAIN & VENT 0 - N E z o �; O C] C (NY) EACH FIXTURE SFU11L BE INDIVIDUALLY YENTED *- N s c. w DRAIN AND VENT SUPPLY z o L_ ID E m O O O SEE NOTE 40 W (n �z 2 c ,�co E O E EACH DWELLING UNIT SHALL HAVE ONE T ' Ly " N w t cMAIN 3'MIN.STACK FROM BUILDING wODRAIN TO ABOVE ROOF. s so vg 4^' 0v aUm 3 C 4 L I J J iCS <<'�� , n rs 0) 1 C% � Q jZ: C N 1 N O _ � — � 1/2' M x 1/2' f ELL SHWERHEAD 1 CLO ca � o •- 1 ]/2' VENT Q ► N w .- C 1/2' x 1/2' COUPLING 1/2' DIA (30'MAX) SEE NOTE 7 O n z w O_ 4) O p ANT] SCALD 1 — S2 vi o v� E DIVERTER 4) p1 1/2' 1 E O ~ `d y cc S C C 1/2' M x 1/2' F ELL SAN TEE1 = •-p U Ul y 0 N 1/2' CDUPLING 1 H 1 1/2' DIA N C� tL- jj QS y .�) 1/2' DIA 1/2' DIA 1 TRAP O CL O O� ` � 1 v) a Q Z w m -0 .0 ++ 1 O O FLOOR 1 — 0) C I 1 1 c O _)( Ot >," 'a SHOWER SUPPLY LAV SUPPLY LAV DRAIN & VENT STATE AGENCY. E — C SEE NOTE 40 SEE NOTE 40 (MY) EACH FIXTURE SHALL BE INDIVIDUALLY VENTED OF EW <E FOr O O 0 . OZ ++ C rr 41 N O In • ,11. fir} •c 4) 03 0 1 1 1/2' PENT r� `r?�N 2v - N SEE NOTE 7 1/2• TEE 2' DIA 1 �EO N��'Y 4 06 C U) 1 DI �� y® ,• p OFE5510�*��,,� O O a 1/2' DIA I 5pRD�. [�.F .P rmh e Q U 1 SAN 1 "Q ��F NEER . DISITYASHER(OTEE PT) 1 ,�j4 DIA p 1 135 w 1 1/2' DIA 1 2' DI ui 1 � SEE EP 2 2' CONT. Y �A. 1 2' DIA FLOOR TRAP MODULAR STRUCTURES SHOWER DRAIN & VENT KITCHEN SINK SUPPLY KITCHEN SINK DRAIN N THIRD PARTY. OF PENNSYLVANIA INC. (MY) EACH FIXTIBIE Stall BE INDIVIDUALLY VENTED W/ OPT . DISHWASHER SUPPLY W/ OPT . D . W . & GAAL PLUMBING SEE NOTE 40 CW) EACH FIXTURE SHALL K INDIVIDUALLY VENTED 'JUL 1 6 .199 DRWN BY Arp- DATE 1 - FACTORY BUILT PORTI0 SCALE I NONE DWG . N❑ l � N fi .-s I �Zi HOSE tits 1 1/2' CIA VENT s jj I SEE NOTE 7 a ` a I� 3' MAIN VENT W/O /BRF� •, Ts o 3' DBL I ` 1C m as '� FIX. FITTING WASHER I co � • 'x3'x ' YET TEE v, '> Qy 1/2^ DIA i Y� LL W 2' VENT 2' VENT I N iZ 'V c"o I VI TEE Q rm 12• VENT P• STAND PIP =c 1 1/2VENT ELL = N �'� 1 1/2'I' VENT 1 1 FLOOR tt'NIN-30'MAX Q �. CJ o ''��i CL TENT I 1 2' VENT 1 1 1/2' VENT 2' DIA TRAP :i r p N i t 1 1 1 I 2' DIA p o F C h- 2' VENT ELL <-' 1 VENT I 11Z . 1 3' TY _ z o O E W �`�` 2• y 13' VENT �� .. ON A 45 DEG WASHER SUPPLY ? Q U �� PITCH U: CV O r' FIELD i 1 � �`� < RUN WITH FLOW ) SEE NOTE 40 i �. N O Z o lY CONNECTION m } ?+ Ca c. `a°� BATH#2 1 ' �'.�- 1 o E o ci ,, ` ,,'a' VENT , `.,, VEELL NT WASHER DRAIN & VENT � Lu :3 zz n O y ° , I 1 1/2' SAN TEE 1 cNY) EACH FIXTURE SHALL BE INDIVIDUALLY VENTED S } z+ �� s' _ .c E 1 Tue TEE I I NOTE Q Z U 4✓ ca U N +' Ii WC VAN I i . ELECTRICAL CONDUIT, ELECTRICAL WIRE INSULATION, U c v` o 3' I 1/2' `� I I 9 Q- w t c `��I� PIPE, DUCT, THERMAL INSULATION, INTERIOR FINISH, r.;: .� .s v- ++ O 2' LT •P' TRAP `�` 1 1/2' 'P' TRAP 1 Q O m si p o ._ f 1 AND INTERIOR FLOOR FINISH USED IN THIS BUILDING i ,� c 3 c 3' VENT TEE�s. D 1 1/2 3' DRAIN 3• SAN TEE I HAVE BEEN TESTED IN ACCORDANCE WITH THE COMBUSTION rL c, _ a Y/2' �� SAN TEE I d > cru 3 ELL 3 ELL 2 VENTI TOXICITY TEST METHOD PRESCRIBE IN SECTION 1120.2. ! Q o 0 a c _ AnaPiER'� I I ql, 2• LT ELL l2; YEI�T ELL . 1 2. A REPORT OF SUCH TEST HAS BEEN F I LED WITH THE p z Y o ° 2' VENT 3• VENT TEES I 2, L �2` VENT TEE WASHER, DEPARTMENT OF STATE IN ACCORDANCE WITH SECTION tZ co t 0 2 ti W/ADAPTER, 1 FIELD y 1 1120.3 OF THE CODE. _ c n E 4) O p �.'�' 1 i 2TEE V/I ` 3 ELL CONNECTION I ELL ENT 2' (O a N o .� 'P' TRAP ++ W's N E �� I I ADAPTER I 2' VENT ELL �t � 2• 3. L'r' = G oNep r&9,A1 �snr&e7 N �. .V � � O N ° 2 VENT ELS_i � ��AN TEE 2' PENT f� Q O p 1' .0 C C 1 I 13' VENT I 1 1/2' � I `�� J 3 0 °s O 1 1 1/2' VENT I I 1 1 VENT ELL I 1 2 VENT Q Z ... m� I I TEE W/ O01 1 1 VENT I I I I ADAPTER--� I I 17 0 ++ 1 1 O O C 2' VT1 1 1/2' I I TUB I 1 1 1/2' VENT 1 i TUB LAV i. -+� i , I NT 1/2' DIA A N 1 •P• TRAP 1 ,,i W� 1 Y 1 I 1 STATE AGENCY, _t O L , t 1/2' SAN TEE I I ,VAN 1 1/2' SAN TEE i I WC �i A� I BATH#i i 1 I • T12AP 1 12• VENT l�� i/2 DIA I . I �BNnow 4 E a C I I • 1 1 1/2' � ' �� E F NE 110 `• u ° 12' SAN TEE ' 1 1/2' SAN TEEI • � FI171JRE P. TRAP i "� �� O O4• O _ Z K[T I 3' ELLI'T, FCIQJLNECTION � 4COH 2' DRAIN i 1 1/2' DRA N 2' LT E3' TY t , 3/4• DIA u� 0 V) 3' DRAIN 3' DRAIN 1 11 N v ►+ FRON 2ND I r?. YC _ I 2' P' TRAP wetotm Nths lm • FFLOORTUB TUB I . r rwoi In nmu t rn MiM SAN TEE 1 1/2' 'P' TRAP 3' TY N I 1/2' LTRDyob 4ys� o>a' �2�• ENGINEER . O o o BATH#3 3' ELL �� •.,,�\sop 0"- - • DRAIN ` 3' DRAIN \ FROM FLOOR 1/2• CIA i DIA --------- VENT ON-SITE O S ' t x Z4=;' MODULAR STRUCTURES 1 THIRD PARTY . OF PENNSYLVANIA INC. TWO STORY DWV PLUMBING SCHEMATIC 1 7a PLUMBING SEE SHEET 15 . 6 FOR FLOOR PLAN TWO STORY (2ND STAG 1997 -- FIELD INSTALLED PL1AIBiN6POTABLE PLUMBING SC fid, DRWN BY I/yl� DATE I6 !. .- -7 SCALE , NONE DWG . NO15 . 5