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HomeMy WebLinkAbout29626-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30628 Date: 12/14/04 THIS CERTIFIES that the building NEW DWELLING Location of Property: 265 CHOIS LA EAST MARION (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 35 Block 8 Lot 5.24 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 21, 2003 pursuant to which Building Permit No. 29626-Z dated AUGUST 5, 2003 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 SINGLE FAMILY DWELLING WITH ATTACHED THREE CAR GARAGE AS APPLIED FOR. The certificate is issued to EUGENE & LOUISE MAHER (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-03-0088 11/10/04 ELECTRICAL CERTIFICATE NO. 1166675 01/06/04 PLUMBERS CERTIFICATION DATED 12/06/04 GERARD STEUART / - I/,Uw Au oriz,4d Signature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 29626 Z Date AUGUST 5, 2003 Permission is hereby granted to: GUSMAR REALTY (MAHER) 265 CHOIS LA E MARION,NY 11939 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING (MODULAR) WITH ATTACHED THREE CAR GARAGE & FRONT RAMP AS APPLIED FOR at premises located at 265 CHOIS LA EAST MARION County Tax Map No. 473889 Section 035 Block 0008 Lot No. 005 . 024 pursuant to application dated JULY 21, 2003 and approved by the Building Inspector to expire on FEBRUARY 5, 2005 . Fee $ 1, 591 .20 Authorized Signature ORIGINAL Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL n 3 765-1802 i APPLICATION FOR CERTIFICATE OF OCCUPANCY- -`- -- This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$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 Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one Location of Property: 265 C A ioS Me"' i o ✓1 House No. Street Hamlet Owner or Owners of Property:4:_'vt aen 2 L0"%S2 i `I�(�\c� �e-r Suffolk County Tax Map No 1000, Section �)S Block Lot rJ • 2`/ Subdivision S R rV\YV A E sial- t S S -c n . Filed Map. 10-7 6� Lot: j 2962614.,..4 306ocf2 M Permit No. .v Date of Permit. Applicant: L o uis2 I + ,�►Q f Health Dept.Approval: 9.10 O 3 o o l? Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 5�' v Applicant Signature L/ y cd 3dG � O��g�fFO��coG h = cz Town Hall,53095 Main Road Oy Fax(631)765-9502 P.O..Box 1179 �Ol �a� Telephone(631) 765-1802 Southold,New York 11971-0959 j BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. 2 6 2— D Z Owner: cu S Me, (Please print) Plumber: GO-Myp Sr,VAtr (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 day o 20x4 t Notary Public Count DO �p MA HoRanr Publie,Stets of � N0, 1e DEC 23 '03 04:12PM SOUTHOLD BUILDING 631 765 9502 P.1 Town H211,53095 Main Road ! Pax(631)765.9502 P.O.Box 1179Telephono(631)765.1802 Southold;NCw York 11971-0959 �� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: //7/01/ Building Pannit NQ, Owner; (Please print) Pltunber; .Mg q�- (Please print) I certify that the solder used in the water supply system contains less than2/10 of 1% lead, (Plumbers Signature) Sworn to before me this Z ' day of _ 20_0 Notary Public County DOMINICA NATOU Notary Public,Stats of Now llbtlt Ne,4N0716 Com(juinistion Ea�iras tk'bi»tl 81f6(Q/� 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 BUREAU OF ELECTRICITY c5 5 40 FULTON STREET — NEW YORK, NY 10038 5 5 5 5 CERTIFIES THAT 5 55 S Upon the application of upon premises owned by 5 5 c5 5 BRIAN BROOKS ELEC. INC. EUGENE MAHER 5 SBOX 1001,455 BEEBE DR. 265 CHOIS LANE 5 5 CUTCHOGUE, NY 11935, EAST MARION, NY 11939 �c 5 Located at 265 CHOIS LANE EAST MARION, NY 11939 5 5 S 5 Application Number: 1166875 Certificate Number: 1166875 5 5 SSection: Block: Lot: 16 Building Permit:29626 Z BDC' NS11 5 5 5 5 Described as a Residential occupancy,wherein the premises electrical system consisting of 5 5 electrical devices and wiring,described below, located in/on the premises at: 5 5 5 Basement,First Floor,Outside, 5 5 5 5 was inspected in accordance with the National Electrical Code and the detail of the installation,as set forth below,was 5 5 found to be in compliance therewith on the 6th Day of January,2004. S 5 Name OTY Rate Rating Circuit TW 5 rj Miscellaneous 5 MODULAR HOUSE c5 SN.Y.STATE APPROVAL#19-22113 5 MFG APEX HOMES 5 SSERIAL#78897 ej Alarm and Emergency Equipment 5 Sensor 1 0 Carbon Monoxide rj Appliances and Accessories 5 5 Furnace 1 0 Gas 5 Air Conditioner 1 0 40 Amps S 5 Range 1 0 50 Amps Wiring and Devices 5 5 Switch 3 0 General Purpose 5 Fixture 7 0 Incandescent 5 5 Service ,7C 5 1 Phase 3W Service Rating 200 Amperes 5 5 Service Disconnect: 1 200 cb seal 5 SMeters: 1 5 5 5 1 of 1 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 15 FROM 1 FAX NO. 15569176301 May. 15 2003 10:15AM P2 SUFFOLK COUNTY DEPARTIMENT OF HEALTH SERVICES CERTIFICATE OF CARBON MONOXIDE ALARM INSTALLATION �_,__ .� Elecrricullnsptcria,:A;geacv/Tinv,a�'lecrricn :s ecrar Susine:s name&Address: N f Its o �>> Telephone: Hcalth Department Ruierence Numbar: Tac Map Numl:er: Districtsectinn Block(s) Lot(s) i Dwelling Lc>catign Address 0wtt"lAgent Jignatuic do DIC: • f • f . . • oto of.alarcts inaTall,od: Rottg::r.P3fY (Datr/init.): Haut Pas>!DhtoltniQ:/ i (y I CERTIFY THAT ALL OF THE FOLLOWING ARE TI UE: •. Carbon Motao.�i:;e rUarms have been installed on each level where sloeping quarters are loca:ede AND • Ail alarns hxv;;brew installed in:accordance with Article 10 of the Suffolk County Sanitary;sine and the Carbon Monoxide Alarm Standards,41 inc;u�i;t_•: All aiar:»s are UL:20ad listed(Luccit Edition),h:►ve ti digctsl(l.isp!ay, have a reset baton.and have a feature to display the maxiTnum carbon motx,xide conc„n:ration recorded since the feature was last roset,AND All alarms have been directly connected to the lighting circuit with no intervening sw4-bcs,AND All alarms have been tested and found to be operadonal,A>\D I // 1 am colaloytd by a1 agency thai is currently approved to perform electrical ;nsp tions in the' 0wnA'illage having jttrisdicti„n. • It this ecrtificate i. :or a MULTIPLE DW 11.ING,Carbon Monoxide Alarms have been installed: In all simping rooms served by a centralized sy6tetn supplying air for cooling.heating,ur ventilation.AND In each sleeping room cxintaining a fuel fired appliance.AND •r In all dwching units and sleeping units sharing a common wall with, or Iocaled directly above or below, a rourn conEaming a ce.ntralizad fuel-fired appliar=-,AND ; v Ina:ornd,)T serving dLvclling un:t.or sleeping areas within forty(40)fcct of all doors to those units and chee c orridur a:so Serves a raoin containin€a fuel-fmd appliance. LSignatute uI':t:spec:or) (Da ) (Printed Name) (License Number) False statements made herein ant tuntthab.le as a Class A misdemeanorursuant to Section 21OA4 Of the New York State Penal Law .zN to me , • ,-WMMND I CERTIFY THAT THIS DWELLING IS Fe_Xj.,Mjjj FROM THE REQUIREMEN 'I'O INSTALL CARBON MONOXIDE ALARMS BECAUSE ALL OF THE FOLLOWING ARE TRUL: • There arc no ruel burning appliances installed,AND • There are n(,sxrut,es attached to the dwelling,AND • Tnc dwelling us,s an olectricai prating system. , 1Signaturc of luspixtor ) (Dart) (Printed Name) � (License Number) False staterneutl made herein 9rwr punishable us a Class A rhisderneanor pprsuant to Section 210AS etf the New York State Penal Law THE Olt]GINAL SIGNM COPY OF THIS F M MUST BE SUBMITTED TO 4•I E SUFFOLK CCU, Y DF PARTMENT OF HEALTH SERV:JCP.S IN ORDER TO RECEIVE F-I. AL APPROVAL wv,•10-075(RCC, 10/03) i ROBERT O'BRIEN P.E. CONSULTING ENGINEERING SERVICES 2074 MAIN ROAD, P.O. BOX 456, LAUREL, NY 1 1948 631-298-5252 0.i � .)) �r✓'�� . August 20, 2004 .; 20M i Southold Building Department ` Town Hall Southold, New York Maher Residence Crack in Foundation Wall 265 Summit Lane, E. Marion, New York Gentlemen: On July 10, 2004, 1 inspected, at the above-captioned residence, a repaired ver- tical crack in the west poured concrete foundation wall directly adjacent to the south side of the rear deck. The same repair was re-inspected on August 18, 2004. There were no signs of progression. No cracks were observed in the adjacent concrete floor slab nor in the repaired foundation wall. It appears that the crack was due to the initial settlement of the house, combined with shrinkage during curing of the concrete. It can therefore be stated that the foundation wall appears to be structurally sound. _ Very truly yours, of ME1y r 5�0�St F. 0,4D i r � z Robert O'Brien P. E. 'vF1SS10N�'� 6'-0" 6'-0" 6'-0' 6'-0" 6'-0' 3-6' ZD 8 CCA F II�G 5/4X4 PLANKING (h I I I i LANDING (TYP)� RAMP DN l_ I II LANDING p i 4X4 POSTS CCA ' LANDING b q H (TYP) R DN PLAN — FRONT ENTRANCE 0 r 00 ELEVATION — FRONT ENTRANCE �3�3 c i PLAN — REAR ENTRANCE i s Al ELEVATION — REAR ENTRANCE NES MAHER RESIDENCE EAST MARION, NY STEPHEN ROSSETTI, ARCHITECT 30 WARFIELD WAY SOUTHAMPTON,NY 1000 � -� S - ' TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER _ STREET 2�- VILLAGE DIST. SUB. - LOT G ACR. REMARKS TYPE OF BLD. } � PROPS LASS LAND IMP. TOTAL DATE Qi ( 146-2- ( 2-00 z v ---- FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND BULKHEAD HOUSE/LOT TOTAL s _ TZI_f l mt:! nT'`-_fi? fi tT' -TJ'ctfir_ _T-�,r`r T r V 1LlJ 11 V V' 1 L'1\x'1] 1 &N,1U-V-1-L, VY Applicant/ Date. Owners Name: 'Reviewed: 2 3 Architect/ Date 'Engineer: � 1 Submitted: SCTM #: District: I mo Section: 3 S 13 lock Lot: S'a Project n�/� �p Subdivisi Location: CV0S` LiGtf3G4 /. _ Name: /i6 Sin&le & separate Required / certification: (Yes/No) (� Req. Req. _ %oningt)istricl�` � Il,o(sizc: _ ®"L).Aetoal: �� I (l.otcovcrage Req. / // -� Req. / 2 I J / Req. r U'rom Yard Proposed: (Side Yard 3JProposed: Jy(Rear Yard J d Proposed�o�p Project Description:AA J AGENCWERMITS Permit REQUIRED FOR REVIEW N.A. NO YES Numbe Suffolk County Health Dept. New York State D. E. C. Town Trustees Town Zoning Board approval: Town Planning Board approval: _ Flood Plane Elevation??? Flood Zone: 2uYs�� Lif 7,, Notes: U� NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 120MPH Seismic Design Category:B Weathering: Severe Frost Depth: 36" Termite:M-H Decay: S-M Design Temp: 11 Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: / TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIyE_ ------- FULL FRAMING DESIGN ELEMENTS: YEN HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS:Y/N FLOOR JOISTS:Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE: Y/N DEAD:Y/N SNOW: Y/N SEISMIC:Y/N WIND:Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N � LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/I MEANS OF EGRESS: Y,, t PLUMBING RISER DIAGRAM: LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGNOWG CERTIFICATIOX-,-� ENERGY CALC2PN TOTAL COMPLIENCE? Y/ (RETURN TO PAGE ONE) �� BUILDING PERMIT EXAMINER CHECKLIST ` DATE REVIEWED: / /03 APPLICANT: DATE SUBMITTED:—/—/03 SCTM#DISTRICT: 1,000, SECTION: , BLOCK: , LOT: SUBDIVISION: ADDRESS: CITY: ZONING DISTRICT: CONFORMING? BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/C/0 Z- , INFO —/BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/8 REQ. LOT SIZE: ACT. LOT SIZE: REQ. LOT COV. ACT. LOT COV. REQ. FRONT PROP. FRONT REQ SIDE ACT. SIDE REQ. REAR PROP. REAR REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COST: ARCHITECT/ENGINEER: WATER FRONT? DESCRIPTION: PANEL # FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or NO, (BED #): DTE: _/ / PERMIT#: TOWN SEPTIC RECEIPT: Y or N NEW YORK STATE DEC: PRE-DEC 9/1/75 YES or NO DTE: PERMIT#: SOUTHOLD TOWN TRUSTEES: YES or NO DTE__/_/ PERMIT#: TOWN ZONING BOARD APPROVAL: YES or NO DTE: PERMIT#: TOWN PLAN. BOARD APPROVAL: YES or NO DTE__/_/ PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES or NO NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): YES or NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE I. C_SF)- _SF)= SF X $ =$ +$ +$ =$ 2. ( SF)- ( SF)= SF X $ =$ +$ +$ = $ 3. ( SF)- ( SF)= SF X $ =$ +$ +$ =$ FINAL TOTAL: $ 1 BUILDING DE". ]/NSPECTION 0UNDATION IST ROUGH PLBG. FOUNDATION 2ND INSULATION FRAMING FINAL FIREPLACE & CHIMNEY ill o" i DATE +/ �► e* �-� PAi Kto-o3_oal?P 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN CATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:_ A5 9-e „l,S�oe DATE r � INSPECTOR T65-1802 BUILDING DEPT. SPECTION [ ] UNDATION IST [ ] ROUGH PLBG. FOU000� NDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLAC CHIMNEY R RKS• C&4" DATE /`S O�'71�SPECTO 6Sd802 BUIL DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY REMARKSLa- '69 J 'Z;�I/ DATE r �7' INSPECTOR �,�C FOUNDATION 1 - -ire,9VFA*7 10, _ �-- -� INSULATION PER STATE ENMGY CODE i/�I"_ ADDMONAL CONZEENTS / "91-r, IP 'TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST t BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health . SOUTHOLD,NY 11971 3 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 Survey www.northfork.net/Southold/ PERMIT NO. 07/ 6 a 6 Check Septic Form N.Y.S.D.E.C. Trustees Examined ZZ 20 63 Contact: Approved 0-pa Mail to: Disapproved a/c Phone: Expiration _>20__!2_y n uilding Inspector APPLICATION FOR BUILDING PERMIT I JUL 2 12003 20� INSTRUCTIONS R _ a.This application MU T be completely filled in by typewriter or in ink�Cftd submitted to the Building Inspector with 3 accur8te�_I& o scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other a p icable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for rem r de lition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building co ousing and re 1 on nd to admit authorized inspectors on premises and in building for necessary inspect s. (Signature o pplican r name,if a corporation) (Mailing address of app ican �t v 1 State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder �t7 Name of owner of premises 4EL26i0`4E MA e'Tlr-R (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Z Electricians License No. 43 A 7 EE Other Trade's License No. 1. Locati n of land on whichproposed work will be done: s �t4o k15 L-14st4e ti House Number Street Hamlet County Tax Map No. 1000 Section �7 Block Lot 5,2,4 Subdivision—'!5QMt,—A{"T' f2G:e, Filed Map No. Lot L(„ (Name) J 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy r b. Intended use and occupancyj��L.. h�l �—►� ���� —�- 3. Nature of work(check which applicable):New Building _Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost6AIa Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front J Rear 5 Depth Height 140 Number of Stories 9. Size of lot:Front Rear —70Depth 2� 10.Date of Purchase 1 Name of Former Owner �CY%�MSAC 1� 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO 13.Will lot be re-graded?YES_NO Will excess fill be removed from prf raises?YEES NO 14.Names of Owner of remises ddress�removed No.SU81 Name of Architect Address VT F1LMY UE,S MMfte No 7VT 4,070 Name of Contractor Address IMAPhone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) �IC�SS: CO TY O 99�Q,e=`� '..�N CWC f c4.�) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, i (S)He is the A jq-N (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his kno a and b nd that the work will be performed in the manner set forth in the application filed therewith. Sworn to beforeAthid &20 0 Notary Public ignatureYof Applicant irocawy ° VXk / no. i so WOW nSum EmomiatQ*EX0W Onc• 1. O s " 1 Young & Young N 400 Ostrander Avenue, Riverhead, New York 11901 N„ 631-727-23031 li � Lot 18 Howard W. Young, Land Surveyor a« a Thomas C. Wolpert, Professional Engineer �\ Robert C. Tast, Architect Subdivision - Ronald E. Pfuhl, Landscape Architect "Summit Estates, Section 2" W E �/ _ (Vacant) ° 92 g . �� a2a> �� PRhTY amu, V ... ,Vit <V \ ZJ S Li` S SO KNOWN AS DATE E'4 .-J(:):U 3 e, j s T---WATER MAIN APPROVED ,�ER R 70.32' N FOk r4tr i`,.11.V� r'h 1. .. ?1�/ .. I t�>Ab 1trL C 6 25 3 EXPIRES THREE YEAR r- r`V1 ?; - APPR,,VAL FOR � o ti. 3 a (/I ji 12C 40 N , s T r`' Cr r ► � c y o I 0 0 o 0 0 < v ;moo' co,ow ��3' 3 (A N o ---)ISURVEYOR'S CERTIFICATION �o tto_ (� • WE HEREBY CERTIFY TO EUGENE MAHER & LOUISE o I rn MAHER THAT THIS SURVEY WAS PREPARED IN ACCORDANCE F��F ),QA?" srs N m �' WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY �g F ', i 0 THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND r15.51 SURVEYORS. ° fj U � NEIV Aja Q �� °+ Co- 0 05 9 �� �• O^ \ HOWARD W. YOUNG. Lot 16 RNs N.Y.S. L.S. N0. 45893 / 9 $ ��S 58 F�LANDS o !y �/• ''o o �?� o��'e V �o�. �,Lro SURVEY FOR U�o �e�" ,�.;\°y,sego. EUGENE MAHER & LOUISE MAHER g / O o �`�; �� SJ k,5'`��� \e LOT 16 "SUMMIT ESTATES, SECTION 2" ' � � / C •'� �� At East Marion, Town of Southold o o "_� / °�,Gomco �0^ ,,5� w G� Suffolk County, New Yorkg p^ County Tax Map District 1000 section 35 Block 08 Lot 5.24 Aon o� � \ BUILDING PERMIT SURVEY a � G6 �° s �O^, �� NOTE � „ �, -� � �, a �o .L AREA = 30,000 SQ FT. w e, J �� �� • SUBDIVISION MAP 'SUMMIT ESTATES, SECTIO i"` Lt�C 111- `' g>g THE OFFICE OF THE CLERK OF SUFFOLK COUNTY,ON, ,,V, t �, t ,,-MAP PREPARED JUNE 4. 2003 MAY 21, 2002 AS FILE NO. 10768. �C - � a< • VERTICAL DATUM = N.G.V. DATUM (M.S.L. 1929) ^+s ter,-0s SCALE 1" = 50' BP Q - MONUMENT SET = MONUMENT FOUND A- STAKE SET A= STAKE FOUND JOB N0. 2003-0214 •• DWG. 2003_0214_bp ! 1 „ r Young & Youngs N 400 Ostrander Avenue, Riverhead, New York 11901 Ngg 631-727-23038 Lot 18 Howard W. Young, Land Surveyor Thomas C. Wolpert, Professional Engineer v Robert ast, Architect Ronald E. Pfuhl,CTLandsca a Architect _j X11 •� Subdivision — p W E �.� Sl/ "Summit Estates, Section 2" v o NOTE >$ U � .0� AREA = 30,000 SQ. FT. ! �p �`� < ,a�1 • SUBDIVISION MAP 'SUMMIT ESTATES. SECTION 2" FILED IN .3 ''.. �lqR F� .� ►/�� S �•P*�.�r��pr ° THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ONs� 1 2 �� �ti �`_ SAL$ S MAY 21, 2002 AS FILE NO. 10768. q 0 KNOWN A ` . � f', ._�o _..._1 y ��� _►MATER MNN __—� �� � 0 R — >b: -170.32' W � �€ --96.11'25' 3 l±: ry �ho 311 C, ry 1 N h N �, � m ri, 0 o a o .0� �� ?*s• �' rn ni m N: SURVEYOR'S CERTIFICATION V �� ¢iy 7 Nm 0 J o < a O 27.5 n ip • WE HEREBY CERTIFY TO EUGENE MAHER & LOUISE F8F •O h 27.5 - - I MAHER THAT THIS SURVEY WAS PREPARED IN ACCORDANCE 40.2 rTl n WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY FOUNDAVON o THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND J 2751n40.2' N SURVEYORS. ° N 27.5• NE1N y' ego co �� `\ 'xiji . � �e✓'��� „ < Lot 16 HOWARD W. YOUNG, N.Y.S. L.S. N0. 45893 45893��J� Mme � g c• �� ` ? �� 5 �� �LAND�' w o O^.s go 11 ti e 1 SURVEY FOR S �O ���o �eGro a\,,y`°y 5e�° g EUGENE MAHER & LOUISE MAHER /' fir,; ����� �jJ�'�o��\e LOT 16 •"SUMMIT ESTATES, SECTION 2" m 5 c� O o 5 NX. mac` At East Marion, Town, of Southold 0 �0 ��`w�° Suffolk County, New York �o ��, ^� ` c�Jk{o County Tax Map District 1000 section 35 Block 08 Lot 5.24 ��gg S � o „ \ oQ g oco� �o FOUNDATION LOCATION SURVEY C% o FOUNDATION LOCATION SURVEY AUG. 26, 2003 X91 MAP PREPARED JUNE 4, 2003 SCALE 1" = 50' l lex = MONUMENT SET MONUMENT FOUND A = STAKE SET A= STAKE FOUND JOB N0. 2003-0214 1 �F � DWG. 2003-0214—foundation—location Young & Young N 400 Ostrander Avenue, Riverhead, New York 1 1901 631-727-2303 lips •` Lot 18 Howard W. Young, Land Surveyor ` Thomas C. Wolpert, Professional Engineer x ' Robert C. Tast, Architect �g �•+ Subdivision — Ronald E. Pfuhl, Landscape Architect W E �. �1/ "Summit Estates, Section 2" o NOTEV ° AREA = 30,000 SQ. FT. X118 O � A , �PN�1 �� SUBDIVISION MAP 'SUMMIT ESTATES, SECTION 2" FILED IN 11:5 ,V THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON g� S .-�.N qe SC+ �9 f( e x �ALSp KNOWN AS COO � eF�dP (� � MAY 21, 2002 AS FILE N0. 10768. � (qH� � ��r WATER MAIN - w R—� 70. 2 cn > a� ca <� us i63 € L--96.,"23 u�wi o 0 »r N h O c F �i 3 EOE 3P � LP.2 t0; 3 � � � Lr) h v N Sr. i.P.i; o �n r t Qi �, �:! — opo o; p R i \o CO �' z45P w I M o J ° 66 0 t2 Z a SURVEYOR'S CERTIFICATION a Q N - v. , x ;Q 155 (. I to -t - fk ul,r fir rs .WE HEREBY CERTIFY TO EUGENE MAHER & LOUISE Uj� h 27.8 --- I MAHER THAT THIS SURVEY WAS PREPARED IN ACCORDANCE Fd 1 STpRY F m i I { c WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY F HOU RAME ° a'� THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND _ SE 8c GARAG g c r € 5 E o J 9'E a' N 40.0' E N � "� w SURVEYORS. F CE 27.. h a - - \ ad tt 7 �i 27.8' FEN @. NE a 7.4 v .. 1.8'W ^� r, _ ti \\ N ^ o • p IX is y a) ® x ` 4.2' "2o.5'a COs s.Z QL,. • .,i $ g ti = s - u. o T 0 0 0,. h0 �O cn N O % Lot 16 i ® .~ HOWARD W. YOUNG, N.Y.S. L.S. NO. 45893 n� e C toe °� �rL� SURVEY FORK � 0 - • �' ear° .,.5\ 5eG �� EUGENE MAHER & LOUISE MAHER io ��� �rL1��o �J,ody�o,�e F`�e LOT 16 "SUMMIT ESTATES, SECTION 2" o / 0 > 1i S�' �;•'�����`� At East Marion, Town of SouthoPd asa" \` '�J�°�� SANITARY AS Suffolk County, New York FiVIN SANT MEASUREMENTS County Tax MOP District 1000 section 35 Block 08 Lot 5.24 g r- 0 0 0o \\ A B f= i IV A L_ S U F=;;z O S.T. 43- 43' .L n r�� ; \.C� �Z �iJ t= L.P.1 40' 52' FINAL SURVEY DEC: 17, 2003 \ LP.2 54' S6 FOUNDATION LOCATION SURVEY AUG.: 26, 2003 \ MAP PREPARED JUNE 4, -2003 J� SCALE 1" = 50' FS E MONUMENT SET MONUMENT FOUND STAKE SET -A- STAKE FOUND _ JOB NO. 2003-0214 _ Z DWG. 2003_0214_finol z S 1 Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release 1 Data filename:C:\Program Files\Check\REScheck\11294.rck TITLE:QN-I1294/NY COUNTY: Suffolk STATE:New York HDD:5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 06/04/03 DATE OF PLANS:6/4/03 PROJECT INFORMATION: FUTURE SURROUNDINGS/GENE MAHER#3 � p.�•PA COMPANY INFORMATION: (� AUMT o APEX HOMES,INC. '� 1100 247 US HWY 522 N. ' MIDDLEBURG,PA. 17842qv Re + N; :•Y •moi 9j�. 0�3��6,,��•'(� COMPLIANCE: Passes Maximum UA=430 MU N 11 '2b Your Home UA=410 4.7%Better Than Code(UA) JUN 1 A' hoo� Gross Glazing V U N Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 2200 30.0 0.0 77 Wall 1: Wood Frame, 16"o.c. 2021 19.0 0.0 98 Window 1:Vinyl Frame:Double Pane with Low-E 306 0.370 113 Door 1: Solid 22 0.140 3 Door 2: Glass 40 0.360 14 Door 3: Solid 19 0.130 2 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 2200 19.0 0.0 103 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. Date Builder/Designer �n _ t Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release 1 Data filename:Q\Program FilesiCheck\REScheck\11294.rck TITLE:QN-I 1294/NY COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 06/04/03 DATE OF PLANS:6/4/03 PROJECT INFORMATION: �, FUTURE SURROUNDINGS/GENE MAHER#3 �� '-•`�' ♦ PMX �/ �i do COMPANY INFORMATION: AUMr APEX HOMES,INC. 247 US HWY 522 N. (jl * MIDDLEBURG,PA. 17842 9•� ���� COMPLIANCE:Passes 0,0,I%1, ` %%,,, Maximum UA=430 rtq Your Home UA=410 FJ V 1 .4.7%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 2200 30.0 0.0 77 Wall 1: Wood Frame, 16"o.c. 2021 19.0 0.0 98 Window 1:Vinyl Frame:Double Pane with Low-E 306 0.370 113 Door 1: Solid 22 0.140 3 Door 2: Glass 40 0.360 14 Door 3: Solid 19 0.130 2 Floor 1: All-Wood Jo ist/Truss:Over Unconditioned Space 2200 19.0 0.0 103 COMPLIANCE STATEMENT: The.proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this.Code. Builder/Designer�p,.s Date NRR-14-20013 10:14 CF-IDES D I U I S I01.1 17518 X1135 4487 P-02/@4 -a tit STATE OF NEW YORK DEPARTMENT OF STATE 4 1 STATE STREET ALBANY, NY i ZZ3.1-0001 GEORGE E. PATAKI f�AN.o7 A. DANIELS f:Ov[NNOa ScaacTAwr Or STAT[ - February 25, 2003 W. George Clark Vice President of Operations Apex Homes Inc. 247 US Highway 522 North Middleburg,PA 185.04 VIA FACSIMILE TRANSMITTAL R.E:M 11.68-VZ 074 - System approval- CONDITIONAL Dear Mr.Clark lssued herewith,in response to,your December 06, 2002 •application for approval of a Detached One- and Tiro-Family Dwellings and Multiple Single-Family Dwellings (Townhouses)System-of Models is Factory Manufactured Building Approval designated M 1168-02-074.. as authorized under Part 1281 of the Uniform Fire . Prevention and Building Code. Buildings manufactured under this approval are limited to installation on sites meeting the following criteria: .- 1.• The SeismicsDeslgn Category as determined by geographic location and soil Site Class L limited as follows: Seismic Design Category A,B,C for Detached One-and Two-Family Dwellings. 2 Calculations fur snow drifting on.low er roofs.Sc sliding snow loading must be explicitly addressed for "cii individual plan submission. "t'sbviar loading values;within t1je syst::an•(snore• drift curt; must ilr specified fur each individual submission. The plan submission must include engineering da-tat for structural members which will address the increuscd loading within the drift area. Supplemental Conditions of Approval In addition, the conditions under which system approval is granted are: l.The Matutfacturcr is to submit to the Division a duplicate of the permit set for each dwelling to be installed in New York State. Each permit set is to be sealed and signed by an architect or engineer rCglstr_fcd in Ncw 'Durk 5tatt and is A• bear that archIre l or ,naTine•2r s cenflication Char "the ])Mils and specif;cwjons ul the permit set are derived Drum ami consistent with the plans :.end specificntions :Associated with this approval on file with [he Division and this conditional approval Tetter." The certifying architect or engineer may not be affibated or associated with the manufacturers quality assurance agency. The following are specific requirements regarding the contents of lite permit set. 1.1. A sci of drawings comprising at a minimum: 1.1.1 Cover sheet which contains information on. -Project location - Design criteria: listing of applicable design loads such as Ground Snow Load, wvvw,DOS.STATE.NY.US E-NAIL: INFO@009,STATE.NY.US .CrycLCO IM-- MAF.'-14-2_00' 10:141 CODES D I U I S I OH 518 436 4487 P.F1'.-b�-4 Mr. Gcorgc Clark February 25, 2003 Page#2 Seismic Design Category,Wind Speed,Live Loads,Dead Loads,etc. -Applicable building codes and design specificadons - Energy code information: statement by professional of compliance with EnErgy Conservation Construction Code of New York State, 2002 Edition. Method.of compliance and pertinent documentation shall be provided. -Occupancy classification -Construction type classification -General notes -index of drawings -Manufacturer's title block - Certification; by design professional of derivation from approved system set drawings and this conditional approval letter 1.1.2 Elevations 1.1.3 floor plans.which convey the information on: -Required and provided light,ventilation.egress,window and door schedules -Unambiguous identification of structural members -SrmOke.detectors and GFCI Interrupt protection 1.1.4 Foundation plan 1.1.5 Building cross section with information on: Building integration(module connections) details -Location of required fire stopping -Roof truss bracing and structural connections 1.1.6 Roof system - Special requirements addressed (such as sliding, drifting or unbalanced snow load conditions) 1.1.7 Non-typical details(such as prow roof,cantilever beams,etc.) 1.2 Summary of references to systcrn for selection of structural members. 1.3 Each page of drawings and calculations should be signed, scaled, and dated by New York State registered design professional. 2. The manufacturer will submit a weekly report.summarizing (listing) all permit sets with information about project location,production serial number, and NYS insignia number. 3.Thc manufacturer will promptly address the deficiencies of submittals. 4. The system conditional approval is subject to termination upon evaluation of compliance with the provisions of the Uniform Code. 5, The Division will conduct quality control review of pcm-dt set submittals to evaluate compliance with the above conditions and with the provisions of the Residenliol Code of New York Stale. Deficiencies will be reported to Manufacturer name and are to be promptly addressed. The approval is indicated by the New York Statc Department of State"Stamp of Approval"placed on the accompanyu,g set of plans and by rbc qualifying letter dated February 25, 2003 A cope of the first two tif this lcrtcr SI,:,il coch <et of pl:u,i submit-led fur a building permit and he deemed a duplicate uri;,ina;. George E. Clark,Jr. Director Division of Code Enforcement and Administration enclosure cc: PFS Corporation 02-074CAL.wpd I 2 6 6 RANCH BILEVEL T-RANCHL-RANCH SPLIT LEVEL T-SPLIT LEVEL A-1 (DWG. 3.1) (DVG. 31) (DWG. 3.1) (DWG, 3.1) (DWG. 3.1) (DVC.au CAPE 3 4 5 (DVG. 32) TWO STORY TWO FAMILY RANCH TWO FAMILY BI-LEVEL SINGLE STORY/TWO FAMILY (OFFSET) (DVG. 3.1) (DVG. 3.1) TWO STORY/TWO FAMILY (DWG. 3.1) TWO STORY/TWO FAMILY (OFFSET) TWO STORY/TWO FAMILY CDWG. 32) (DWG. 32) ovG az) GWG. 3.2) CAPE w/ SHED DORMER (DVG. 32) DRAWING INDEX DESIGN BASIS PG M DESCRIPTION 7 8 Al COVER SHEET TRUSSES: A1.1-1.3 ELEVATIONS 16. O.C. - 60 PSF TOP CHORD LIVE LOAD AIA FLOOR PLANS 10 PSF TOP CHORD DEAD LOAD TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGEMENT, AI.5 ELECTRICAL PLANS 15 PSF BOTTOM CHORD LIVE LOAD THESE PLANS (AND SPECIFICATIONS) ARE IN COMPLIANCE WITH THE A1.6 FOUNDATION 7.5 PSF BOTTOM CHORD DEAD LOAD ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE, A2 TYPICAL ELEVATIONS 24' D.C. - 40 PSF TOP CHORD LIVE LOAD 2002 EDITION AND CONFORMANCE TO GENERAL PROVISIONS OF CHAPTER 5, A3 TYPICAL ELEVATIONS 6.7 PSF TOP CHORD DEAD LOAD SECTIONS 502, 503, 504, AND 505. A4 DELETED 10 PSF BOTTOM CHORD LIVE LOAD e 0 AS FLOOR PLAN MASTER 5 PSF BOTTOM CHORD DEAD LOAD3-BOX WIDE RANCH 3-BOX WIDE TWO STORY A6 FLOOR PLAN MASTER RAFTERS (DWG. 3.1) (DWG. 32) A7 FLOOR PLAN MASTER 40/45, 60/65, 6 80/85 G.S.L. (WORST CASE) A8 TYPICAL BATHROOMS 10 PSF = DEAD LOAD A9 TYPICAL KITCHENS CEILING JOISTS (STORAGE) "SPACE RESERVED FOR THE NEW YORK STATE STAMP OF APPROVAL" A10 TYPICAL KITCHENS 20 PSF = LIVE LOAD A11 MASTER ELECTRICAL PLAN 10 PSF OR ACTUAL WEIGHT = DEAD LOAD / THE PE-4A' OF Al2 MASTER ELECTRICAL PLAN PERFECTION rA14.3 TYPICAL HEATING AND ELECTRICAL FLOORS (NON-SLEEPING AREA): / ���y HVAC SHEET 40 PSF = LIVE LOAD HVAC SHEET 10 PSF OR ACTUAL WEIGHT = DEAD LOAD TT ` �7 77�� T/y HVAC SHEET y O �// /y T/�/ j HVAC SHEET FLOORS (SLEEPING AREA) lf[ 1�l JJ > 11 V (/TYPICAL FOUNDATIONS 30 PSF = LIVE LOAD TYPICAL FOUNDATIONS 10 PSF OR ACTUAL WEIGHT = DEAD LOAD 247 US HIGHWAY 522 N, MIDDLEBURG, PA 17842 A17 TYPICAL CROSS SECTIONS WIND LOAD (570) 837-2333 AI8 TYPICAL CROSS SECTIONS AS PER ASCE 7-98 A19 DELETED SEE CALCULATIONS MANUAL APPENDIX 'C' A20 DELETED UPLIFT, A21 DELETED AS PER ASCE 7-98 A22 DELETED SEE CALCULATIONS MANUAL APPENDIX 'C' 6 'E' Manufacturers N O. M 1168 A23 DELETED , A25 DELETED 1 A24 DELETED UNBALANCED SNOW FACTOR: s ALL CASES FIELD INSPECTION NOTE e� I� A26 ROOF SYSTEMS THE LOCAL BUILDING CODE ENFORCEMENT OFFICER SHALL APPROVE ,, P•a�� WIND SPEED: •• A27 DELETED SITE REQUIRED FIELD BUILT WALLS BETWEEN DWELLINGS, �► S A28 ROOF SYSTEMS AS PER ASCE 7-98 COMPLETION OF FIRE RATED ASSEMBLIES ABOVE CEILINGS 6 UNDER ��' ✓ Of NEWK A28.1 ROOF SYSTEMS 90 AND 120 MPH AT 3 SECOND GUST FLOORS, HANDRAILS FIELD INSTALLED L ALL WORK DONE ON-SITE tT • �'�� N r0 A29-31 DELETEDA32 ELET �• ~ (/ �� A33 TYP CA LFRAMING DETAILS DESIGN CRITERIA GENERAL NOTES NEW YORK STATE Ew TY, • •� A34 TYPICAL SECTIONS AND DETAILS A35 TYPICAL SECTIONS AND DETAILS CONSTRUCTION TYPE: 5 CODE CONFORMANCE- op �• - • • A36 DELETED THE ENCLOSED PLANS AND SPECIFICATIONS ARE THE PROPERTY OF APEX HOMES, INC. THE METHODS '� •• '� A36.1 TYPICAL SECTIONS AND DETAILS USE GROUP: R-4 OF CONSTRUCTION DETAILED WITHIN SHALL BE KEPT CONFIDENTIAL. ANY UNAUTHORIZED USE OF THESE THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STA1�, 2 DRAWINGS WITHOUT THE CONSENT OF APEX HOMES, INC. IS PROHIBITED. A37 DELETED OCCUPANT APEX HOMES, INC. WILL BE CONSIDERED AS A 'SUB-CONTRACTOR' IN ALL BUILDING PROJECTS, THE RESIDENTIAL CODE OF NEW YORK STATE � �� 41 A38 TYPICAL FLOOR / CEILING FRAMING SUPPLYING A BUILDING COMPONENT TO A 'GENERAL CONTRACTOR' OR 'BUILDER'. THE SPECIFICATIONS 67 A A39 WALL SYSTEMS ONE AND TWO FAMILY DWELLINGS ENCLOSED ARE FOR DESCRIBING AND DETAILING THE PROPER USE OF OUR MANUFACTURED BUILDING NOTES A [� MODULE AND ITS CONSTRUCTION. COMPLETE PROJECT BUILDING DESIGN (ie.e. SITE, FOUNDATION, DECK, 1171 1 A40 WALL SYSTEMS OR PORCHES, ETC_) SMALL BE BY THE 'GENERAL CONTRACTOR'. ALL NOTES PERTAINING TO 'IN FIELD', ESs,o� 1. THESE PLANS REFLECT TYPICAL DIMENSIONS, LUMBER GRADES, + A41 FIRE SEPERATION DETAIL STHESE PLANS YMUST LNOT BE SCALED THEBE RESPONSIBILITY RDIMENSIONAL TREFERENCE. ALL DIMENSIONCLINES AND SPECIES AND SIZES ONLY, REFER TO INDIVIDUAL PLANS AND TIl ritlr n�. A42 FIRE SEPERATION DETAIL NOTES SUPERCEDE ANY SUCH REFERENCES CALCULATIONS MANUAL SHOULD BE CONSULTED. .a/ Pt�anfaly a;// A43 FIRE SEPERATION DETAIL ALL 24' WIDE MODELS ACTUAL DIMENSION FROM THE OUTSIDE FACE OF WALL FRAMING IS 23'-8', -.4p r '-6' HOUSE TO BE ERECTED AT AND ALL 28' WIDE MODELS ACTUAL DIMENSION FROM THE OUTSIDE FACE OF WALL FRAMING IS 27 . 2• FACTORY BUILT PORTIONS ONLY. HOIIjI PS, INC. A44 INSULATION VALUES EAST MARION, NYSUFFOLK COUNTY AND ALL 32' VIDE MODELS ACTUAL DIMENSION FROM THE OUTSIDE FACE OF WALL FRAMING IS 31'-6'. f17 VS="AY SU N.1®DLLDODC,PA 17842 A45 INSULATIO , .N VALUES THE THIRD PARTY AGENCY SHALL BE PFS CORPORATION. LABELS SHALL BE LOCATED AS FOLLOWS, 3. INDIVIDUAL (DISCRETE) MODEL PLANS DERIVED (5")ad7-Z03 FAY U7-0"O A46 TYPICAL PLUMBING SCHEMATICS AND NOTES 45 LB, SNOW ZONE STATE INSIGNIA, DATA AND THIRD PARTY LABELS SHALL BE MOUNTED ON WALL BELOW KITCHEN SINK. FROM THE SYSTEM AND SUBMITTED TO LOCAL CODE ENFORCEMENT OFFICIAL IN CONNECTION COVER SHEET - IRC A47 WINDOW AND DOOR SCHEDULE 110 MPH. WIND ZONE (3 SEC. GUST> WITH BUILDING PERMIT APPLICATION SHALL BE A48 HIGH WIND DETAIL 31 PSF. WIND LOAD ACCOMPANIED BY A MECcheck REPORT DATE- REv DVG Mu SEISMIC DESIGN CATEGORY - B SNOW LOADING PER INDIVIDUAL SUBMITTAL SHALL BE LOCATED ON FLOOR PLAN (INCLUDING THE INSPECTION CHECKLIST) 8SL/DRP 18 JAN 0 A 1 FUTURE SURROUNDINGS/GENE MAHER #3 'TO" VEST OFMYKNOWLEM"BELIEF AND PR"SSMWA.JUDGEMENT QN-11294/NY L TMS FACTORY IMMfACTLRED NOW T"O PLAN HAS LEEN APPROVES FRI)N A STSIEN SET of INN PLANS PREVIOUSLY APPROVED DT IDS, AAl1GITWN IQ MWA-02-OTA,MANUFACTURERS N2 MIH, W1®4 WAS MY DUN CAPED DN ANY HAIPER. 2.TIE ENERGY P➢RTIEIEOF NIM PLAN HAS BEEN PREPARED USING PMT S R NEW YM STATE AGY CpNSERVAYM N CD6TMICTM®E CMRGY CORD AND IS DN EU.L CONPUAN AC E WITH THE ENERGY C ODE THESE PLANS HAVE BEEN EXTRACTED FROM APPROVED THE FOLLOWING ELEMENTS OF CERTIFICATI❑N BUILDING SYSTEMS FILED WITH THE STATE. REQUIRED BY THE MANUFACTURER TO EXCLUDE EACH HOME ARE AS FOLLOWS: 1) DESIGNATED ONLY FOR ERECTION ON A SITE-BUILT PERMANENT FOUNDATI❑N A ♦♦ 2)NOT DESIGNED TO BE MOVED ONCE INSTALLED. A . • •••�� 3)DESIGNED AND MANUFACTURED TO COMPLY WITH NATIONALLY RECOGNIZED MODEL �� PAIXT NYSM / BUILDING CODE OR EQUIVALENT TO BUILDING CODES FOR ON-SITE HOUSING, ( e[�tr • • NY. CERTIFICATION FOR MODULARS i YES X NO OR WITH MINIMUM PROPERTY STANDARDS ADAPTED BY THE SECRETARY PURSUANT TO TITLE II OF THE NATIONAL HOUSING ACT, AND 4)TO THE MANUFACTURER'S KNOWLEDGE IS NOT INTENDED TO BE USED OTHER THAN ■ ON A SITE-BUILT PERMANENT FOUNDATION. sp N0 • ,',k 00* •� Rw s� �s JUN 112003 NmTl vo 00 00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 . 1 . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . s — s HIM ' NOTE—ACTUAL HOUSE MAY VARY FROM ELEVATION PG. All / TAW PZ.4XOF 2880-T-RANCH APEXFs' FRONT ELEVATION HOfjF AJ, INC. DRAWN BY JDATE, SCALE LAYER, FILE Np CMG/JRS 6/3/03 I�•'�I'-�' A11294 FUTURE SURROUNDINGS/GENE MAHER #3 'To "EBUT OF MTAMONLEDGE.NL>LTMIOPRGFESSUMLJiDGEMNT QN-11294/NY L TMS FACTORY WWACTMW W CMO MM HAS REM A►PWM .MUT A SYSTEM RT Q FM RAR MMUSLT NPWWU IT NO, APRICATMN NII MW-OZ-074,MM NACTLOOM NM MI". %mom MILS NDT SEDT M MW=DI MY HAMMR. L THE OERGY PWTZW Of PMI PLM/HAS REM PROW"USM PMT S R NEN YWx STATE DEWY WISMATWN COMSTROCTWN COR EMOMCW E) CE) AND IS IN FULL=A*=WITH TE ENERGY COR o p LEFT SIDE ELEVATION RIGHT SIDE ELEVATION PALL 10 4%b AEMW w. 'JUN 111 NOTE—ACTUAL HOUSE MAY VARY FROM ELEVATION PG. A1,2 TBB PZ.Id OF 2880-T-RANCH PL'X Pr",F`r'Olw SIDE ELEVATIONS ll off s, INC. DRAWN BYE JDATE- SCAI.E� LAYERS FILE Nps CMG/JRS 6/3/03 I�+'=1_ A11294 ST NELIEF NO FUTURE SURROUNDINGS/GENE MAHER #3 -M THE"TONTMWCTURES NE~PLAN�'""`�"Nr 0M F T04 N T OF F(DIED HO[9'100 PLAN wa VLDL y BOS,L' Q N-112 9 4/N Y rwH A wsTEN SET OF FNH PLAN nETLOOMVMMY CL MU . w nm, APPI.N HAS I NOT g1i9wmws1.IN me"ANNUL M HOLY. VIOCN HAS NOT DEDR 1®6IF9 DI MM NMICIL E.THE ENERGY PORT9A OF rM PLAN HAS 3mR PREPARED Ism PART S OF NEW YORK STATE ENE7IW MNSERVATMN CMCrKXTOA CONE 03CRO�MOD AMID IS IN FULL tOwLIANCE WITH THE EHEROY C®E 8'-9 1/2' ANDA PLATE,STATE LABEL AND WS LADEE LDCATmH 3'-0' f0'-8 1/2' 6'-8 1/2' 7-0' rvcA 2940 TVCA z..o o 1'-0' 10-11 17'-10' 26'-11 3/8' 35'-6' 40'-0' TVG MD TW[A 2940® c LslO K � ONM 4A7�E1SS1/2' -11' 16'7Z/2' N T�ewlTVCA NO w m O�N Pam TYCA 28"f�w m 430 �Tvu 2430 I N rEmR'� I I I I � 1 I ® ® vow10 CW24 p, N924 7 I/2'l L I I N t 1 I I 3i 99ri DV O >i �E�, � t t 1 1 20'-6 3/8' 6' 0O OS taa❑ BATH #3 BATH#2 t DINING GOON aL D � I I BEDROOM #1 r, 262.27 SQ. FT. y KITCHEN 1 297.08 SQ. FT.t � I 20.98 LIGHT REQ'D LIN O . I B 7-1 1/2' 88 VENT REQ'D iu II II 82.29 LIGHT PROV'D oN I 1 14.604 VENT PROV'D LIGHT PROV'D 57.42 VENT PROV'D ie I 1 I I I I i 9'-6' 126^ s t ADM LIGHT PROV'D 1 1 1 LAUNDRY t t 11 I 5'-7' o © Q I 1 tD p ' RdA ElO 1--r CLO PAN, r-v ir-; �I ; D39 t t b N W US vim 3-0 1/2• 2­11 7i I 5':k VALK-IN --------------------------------- I I 1 1 m CLOSET D1 I -------------20'-4 1%2'-------------- 18'-9 3/8' 30'x30' C '-0 1 13'-7 I/2' o PLATER i V/ /2' - DIA. COL �z0 4'-2' B' 4' I 1 a I I V n l I N 7 1/ -6 1/1 D CLD 9N 1 1 N 'S 1 1 R 6666 N { �N 08,65GSR0.FT. i\u N GARAGE � � �R41 1 11�PFS' I 1 I i N p 16.69 LIGHT EW D 16.35 VENT REO'D BATH MS I G� t FALL 92.80 LIGHT PROV'D ^' 9-6' ) l'H I D I I t 79.04 VENT PROV'D iu CLO e 6 ad 1 «51 CLO FOYER .o I rel i CLOS ��; D L L J D O D 4' z-o• ® 3r-®/e' ® 1 1 1�11 II 3 30x30' rA3oH FOOTER V/ ij/2' 1 I TVCA 29Y TVG 29ce tvG eu0 TVG 29Y TVG e9so TVG 2D40 TVCA 29so Tvu 2W ]Y « D I�R <<,p zu0 rn L vrm yr DIA. COL 1 tit: I - -10' 1l'-6' C"i4 Pam 23'-6• N ry z9/ 35'-4' 40' 0' I I B I N. zD aa0 m I I YIr I 1 � wC$p�I I �� � BEDROOM R2 BEDROOM #3 g I I I N x«..z 142.70 SQ112.70 SQ. FT. . FT. 11.42 LIGHT REQ'D 1 1 I 1 5.71 VENT REQ'D 11.42 LIGHT REQ'D I I X I I 29.20 LIGHT PROV'D 5.71 VENT REQ'D a c I I '• I I 14.60 LIGHT PR 2528 VENT PROV'D OV'D 12.64 VENT PROV'D 1 I a I I I i I I I 12'-101/2' 12'-10 1/2' 12'-10 3/8' I I c 12'-30 1/2' o 2m 11 RVG 294 DVLA 29460TVG 2040 TVG.2910 TVG 2910 TVCA 2910 TVG 2N0 rVFA 2910 7'-0' 6'-8 1/2' 6'-8 1/2' 7'-0' 13'-8 1/2' UNIT •A' 13'-8 1/2' UNIT 'B' 7'-0' 6'-8 I/2' 6'-8 1/2' 7'-0' 27'-6' 40'_2. 13'-8 1/2' UNIT 'E' 13'-8 1/2' UNIT 'F' �. °F NEW r ® 1'X10' FLOM REGISTER (3' FROM WALL) (9) REQUIRED ` 0 HOUSE TO BE ERECTED AT 90911 T�-KICK HEAT GRILLE ( LOCATED Q WET AREAS) (3) REQUIRED '`� N S. �( EAST MARION, NY. ALL EXT. LOAD BEARING HDR'S� WITH SPAN OF 3'-6' OR ® 61X14' HIGH/LOV AIR RETURNS @ 87. 6 18' AFF. (7) PAIRS REQUIRED co EAST SUFFOLK COUNTY LESS WILL BE (3) 2x8 SPF 02 ALL OTHERS WILL 45 LB. SNOW ZONE BE SPECIFIED ACCORDING TO NEW CALLS MANUAL. 110 MPH. WIND ZONE (3-SEC. GUST) ALL M/W HDR'S- WITH SPAN OF 3'-7' OR LESS 31 PSF. WIND LOAD WILL BE (3) 2x6 SPF #2 ALL OTHERS WILL n SEISMIC DESIGN CATEGORY - B BE SPECIFIED ACCORDING TO NEW CALLS MANUAL. E' N A r-------------t O• 671'0 1 USE HIGH WIND PACKAGE 1 PG. AL3 NOTES 1BUILDER IS RESPONSIBLE FOR PROVIDING A PROPERLY 6,CLG BEAM @ GARAGE TO BE 41 1/2'x12' ML(SEC,4,PG•100) SIZED HEATING SYSTEM TO COVER A 118,000 BTU LOSS 7.CLG BEAM @ HALL TO BE4-2x10 #2 SPF(SEC.4,PG.100) / .41001 T8e•PF-Id'°P 2880-T-RANCH 2-HEAT LOSS WAS CALCULATED W/ R-19 INSULATION OR HEATED BSMT•8. 1jPEX PE",rcTI°ff 1St STORY FLOOR PLAN 3.0 - DENOTES ADDITIONAL COLUMN IN BASEMENT 9. 4.CLG BEAM @ BEDROOM #1 TO BE 6-1 1/2'x14' M.L,(SEC,4,PG.101) 10. 11011 s' INC. DRAWN BY, DATE SCALE' LAYER FILE Na 5.CLG BEAM @ LIVING RM. TO BE 6-1 1/2'x18' ML(SEC.4,PG.101) CMG/JRS 6/3/03 1/4'-1'-0• SHI/FPI A11294 FUTURE SURROUNDINGS/GENE MAHER #3 �T�>Er`°NANY IRFA M """ °'"�`tt�'"""�"T QN-11294/NY FROML OROS MIST ET Or FNH PL MSE aMo SLAT HA[.EDN ty XM,E. APDL srsTEN SET aF FNH I.HAPANS PREVIOUSLY�IrKil". n ms. AHMN HAs T EN OVWl IN ANY"LIENS 1Q MW. VMICII MAS NOT IED/11�1ED 1N II11'MM1E7t. t.TIE DKNY PORTEN OF FMI N.IIN IMS SEEM PROW"USING IMT D OF NEW YO.R STATE DENT WCLRVATMN IC COTMKTION CODE 4727AT COOD MD IS)M FULL COMPLIANT:WITH TIE ENERGY COOS ALL BEDROOMS ARE ARC-FAULT PROTECTED AA-W LaEs 0N-Snt r'sXXR a-, r–� O ® V► I S333 V I II 1 rs1 In tst b I® s3sumILi--------------------- ------ ti II III O I I I I I I I I FL 11 n II ii l IK 3- a–––-- –--------------- � –J �--------�--- 1 1 1 111 1 r---------- L 111 I. , 1 o-- , 1 I – ---- pol- – II–LDo —O--ijtl 1 o----- -H I l I 111 I t ® FOR S i NIT O I I fJl 1 1 1 1 Idb , I 111 , 1 Iil =y XT II O 1 ¢ ------------ t _O 1 rr I 1 r"�sE" I I 1 I, co 1 I 1 1 R ---- – j L------ ---------------__–� - , 1 1 , 1 d ^-----------------------� I 1 I o 11131530 db aisso OF I m I Does Oran cs1 1 1 1 1 I 1 m 111 I , b 1 ---------------j L-------------, I 1 111 bI I >< m Cil on ® db db » ELEC. DROPS P.AR ALAW ., .fir * 'JUN 1 PG. A1.4 / TNT PrAr of 2880-T-RANCH .,OozpEy PEMUCTION 1st STORY ELECT, PLAN HONES, INC. DRAWN BY, DATEDjSl1c4-EV ALLAYEPo FILE NO CMG/JRS 6/3/03 I•- SMI DELI A11294 FUTURE SURROUNDINGS/GENE MAHER #3 L IS >E:T Nr ACTUREGC, CW ANCANHM30MLPPRU ENT r,m�nyu IMMFA F CD NDE ,ALAN NAS 4aN ARRWE! Q N—112 9 4/N Y rwl A sRM HC m or r-9l PLAN rnCTLOXI r M Hit". n➢OS. WHICH HAS N6 Mlw-6¢-"Do MYRu �a Hit". vNtw NAs NOr>,Ed NOlO'ED tN ANr NANIQ. L THE ENERGY PPRmN OF TNI"HAS MSN/NVAKD L=G•ANT 7 6 NEW TM STATE EMEN6Y(IMSMATION COCT01CTxM CME dWfty OSEO AND II>w EUi NlLIANEE WITH THE ENEICiY C.E 27'-6' 40'-2' 27'-6' rF--------------------------------------- -- - r ------------------------------------------------ I o I ` ------------------------------ ---- r-------------------------------------- --------I L-------------------------------------------------------- I I i I I 11 I a I 1 I I I 1 I 1 I I I i I 1 I I 1 I I 1 I I I I I I I I ° 1 I I I I I I I I 1 i I I I I I I I I 7'-1' 7'-2' 9 6'-3' 6'-5' 6'-5' 1 j � O I I i 0 O i i 0 0 i i ° i i 0 7 I 1 I I I I 1 I FOOTER W//3 L2' I 1 I DIA COLUMN I I 1 , o 1 I ► I I 1 I i I F I I 1 iv I I I I I 1 I I I I 1 I I I 1 I I Y I I 1 1 I � I 11-0' j I I i 0 MUM i I I 1 Ir MINICONCRETE WALLS 1 1 i I 1 ---------------------------------- 0 ' r -- — ----------------------------- `30'x30' CONC. I I i 1 FOOTER W/3 1/2' I _ DIA COLUMN I I ----------------------------------------------------------------- I a I r 40'-2' I I - I 1 I I I 1 I I I o o FOUNDATION DRAWINGS ARE TO BE USED AS r A GUIDE ONLY, APEX HOMES WILL NOT ACCEPT ANY - LIABILITY OR RESPONSIBILITY FOR INCORRECT FOUNDATIONS, i I jL------------------ ------------------------� I 1 L ----------------------------- ----------jT�--------------------L---------- I --------- L 27'-6' 27'-6' •�, �• cera�amo�I ✓J► i ALAW • do 086 ,► NOTES: 1. FOR ADDITIONAL INFORMATION SEE FOUNDATION TYPICAL DWG, A15, A16 OF THIS SETI 0 2. PERIMETER RAIL ATTACHED TO SILL WITH 16d. NAILS AT 6' O.C. �9�1lailkw� 3. PIER FOOTINGS BASED UPON 2000 PSF. ALLOWABLE SOIL BEARING PRESSURE 1 4. CONCRETE COMPRESSIVE STRENGTH: 2500 PSI �` 3��O PG. A1.5 5. M OR S TYPE MORTAR TO BE USED 6. MAX. ANCHOR BOLT SPACING: 6'-0' O.C. / TAW PZtrOT 2880—T—RANCH (4'-0' ❑,C. MAX. IN AREAS WHERE WIND VELOCITY IS @ OR EXCEEDS 100 MPH) P—rRP�'CTION 7. WINDOWS OR VENTS CIKSTALLED BY BLDR> ARE REQ'D. TO PROVIDE 1/150 OF FLOOR AREA AS FREE VENTILATION 1ZpEx F❑UNDATI❑N PLAN AND SHALL BE LOCATED AS CLOSE TO CORNERS AS POSSIBLE. IIOffLti'S INC. 8. NOTES ON THIS PAGE TAKE PRECEDENCE OVER NOTES ON TYPICAL FOUNDATION 1 DRAWN BY DATE SLALE� LAYER, TrA ND CMG 6/3/03 1/4'=1'-D' 11294 r 1 y 0►TmMI a7M[• 0�T>DML CLAPPED - f 0Mp"L LJ"43 Q E J3 f 'SPACE RESERVED FOR THE NEW YCID [IF STATE STAAPPROVAL' GABLE OR IMKt 011E y NILE Q H"M CaMQ GAR[OR MY£D CMIMy T WItooda TO A/1tOM1D y 0!0 !3/1! 0 TO 1t/1tONb 93/1!0®0 To 1t/ttaAxl e3/1to•w To it/1lOM1O ® THM SELTIEN O'Ray TWHAL SID"INISM ODY�L HP RAF n m/tDY R> - - O'TOML 10 RGQ f�/ DICiALLD DlftfiE 1 ' THIS LEVEL MY . 1 RO /-BE TATEB!a _ CLA GG CLG Y oo Y } pp t D 1LR A DD R yyo } TBR all I am LwEll 1 LEVEL! / `RSv�RHCRSED J a • RANCH SPLIT LEVEL O'TIDML CLYKD apnow.CLIPPED USE IOM,IML oR Rt)www GABLE OR WPEB CDIIQ - r GARB ORO[IpE)CWQ t3/190M0 TO 1V1ROOM __ es/stomo TO lin"AX) ® - cirnrlL RanF f �'�O�•TO W/aON1D r---------- l s ss1ic7op00 TO wwyllt�a�wil) �y 1 -_ OPnMIL Mr IRIa �� AT fPAMT>W [DR.)rR10[fLd'E R Rdf I 1S[U340.Mu.OR OD wim 1 -------------- 1 - ------ I aL 4 1 1 CLG 4it j I 1 aULI 1 1 I I LAOS" CLA 1 j I L A tnr ; 1 1 DD 1 I DI—LEVEL 4 NOTES L_-__ 1. SIDING SHOWN IS 4.1 OTHER SIDING IS AVAILABLEI OPTIONAL VINYL- PERFECT113N 1st `� r7 All1 1 SHINGLES, HALF-ROUND SHINGLES, RANDd( HAND-SPLIT SHAKES 2. EXTERIOR LIGHT(OR LIGHTS) TO BE SHIPPED LOOSE FOR ON-SITE INSTALLATION BY BUILDER TO PRE-VIRED BOX OR PIG-TAIL(PULLVIRE) (1 REQUIRED PER DOOR) 3. SIDING FOR ENDS AND BOTTOM ROW IS SHIPPED LOOSE FOR ON-SITE INSTALLATION BY BUILDER , 4. HANDRAILS, STOOPS, STAIRS, GUTTERS, DOWNSPOUTS, AND SPLASH BLOCKS ARE TWO STORY OR TWO STORY DUPLEX FURNISHED AND INSTALLED BY BUILDER IN ACCORDANCE WITH STATE L LOCAL CODES y , •AR 5. ALL ELEVATIONS ARE SHOWN WITH A 5/12 ROOF PITCH. SEE ROOF SYSTEMS �70]•IAL ttD'PO f •• ,� DETAILS FOR OTHER AVAILABLE ROOFS GARS all IirrECt90ER •� 6. SHUTTERS, CROSSHEADS, DECORATIVE WINDOW PANELS, FYPON PRODUCTS, AND VENTS wuamo To u/1tolA,o 01A Lr "uni �� ` M� R • P"u ✓� ARE OPTIONAL ON ALL MODELS ISE 0340.I34L M Rb V►aw 1 tseimme To 1•AROND A[ T •� ,� 7. STORM DRAIN REQUIRED WHEN ONE R013F PITCHES TOWARD ANOTHER WTINA Par Mw Mob • (ON-SITE BY BUILDER) • • 8. BASEMENT WINDOWS ARE OPTIONAL FDR DI-SITE INSTALLATION BY BUILDER • ti WITH MINIMAL SIZE REQUIREMENTS AS PER SECTION R310 OF THE RESIDENTIAL ` • • CODE 13F NEW YORK STATE. SILL MAY NOT BE MORE THAN 44' A.F.F. 9.ROOFS DESIGNED AT 40/45, 60/65 OR 90/85 PSF LIVE LOAD AS PER LOCATION OF HOME • • REFER TO THE RESIDENTIAL CODE OF NEW Y13RK STATE FIGURE R301.2(5) � '9•• �ti„�� ••♦ ,� 10. THE NUMBER OF WINDOWS VARIES ACCORDING TO EACH INDIVIDUAL FLOOR PLANT GRILLES 4• , ARE OPTIONALI SIZES, TYPES Alm STYLES MAY VARY SEE WINDOW SCHEDULE ••!�"•-ry' U. AS-SITE VENE BUDR Opt DER EITHER FOUNDATION FACING FURNISHED INSTALLED CLS 4 12. TERMINATION HEIGHT DF METAL CHIMNEYS VILL BE AT A MIN. 3'-D' ABOVE THEUll tj 130 [3 O I� HIGHEST POINT WHERE THEY PASS THROUGH THE ROOF LINE AND A MIN. OF 2'-0' } f� HIGHER THAN ANY PORTION OF A BUILDING WITHIN I0'-0' (CHIMNEYS TO BE s a INSTALLED DN-SITE BY BUILDER) . B 13, IN ATTIC L ENCLOSED RAFTER SPACES, THE MINIMUM D D UVENTILATING AREA SHALL BE YY 1/150 I3F THE AREA OF SPACE VENTILATED, EXCEPT IT MAY BE REDUCED TO 1/300 4 s / TBI PILI O/ IF AT LEAST 50% Or THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTS >¢ s� / PE pLr y Plit/tIGT1LW AT LEAST 3-0' ABOVE EAVE OR CORNICE VENTS WITH THE BALANCE OF REQUIRED w �v VENTILATI13N PROVIDED BY EAVE OR CORNICE VENTS N! fIO�l�'.S; INC. 14. WHEN A TWO STORY LMT IS ADJACENT TO A SINGLE STORY UNIT (Lt. TWO STORY MODEL WITH ATTACHED GARAGE) THE SPACING I3F THE TRUSS/RAFTERS OF THE SINGLE ii A i 247 DS ff"5"N, YIDDLrAV2tC, PI 17842 STORY LMT SHALL BE SPACED AT 12. O.C. WHERE THE TWO UNITS MEET, EXTENDING (670)-817-2333 TAI 837-OIM AWAY FROM THE TWO STORY LMT 101-0' 15. EXTERIOR GFl RECEPTACLE WEATHER PROOFEDISEE STATE CODE FOR LOCATION REQUIREMENT TYPICAL ELEVATIONS — IRC t. 1 16: ELEVATIONS SHOWN ARE RIGHT SIDE, LEFT SIDE ELEVATIONS ARE SIMILAR DUP EX 17. PATIO DOORS ARE STANDARD ACCORDING TO FLOOR PLANT SEE DOOR SCHEDULE !TOWN At IbY•11 ALSO AVA1LAllE 1•n LEvn auT LEVEL AIm nm STORY XMA 11' '"�' 1 y�Ip 18. ALL DRAIN AND WASTE VENTS SHALL TERMINATE A MIN. OF 12' ABOVE THE ROOF 19. ALL DOOR TYPES SHOVN ARE OPTIONAL BSL,/DRP 18 JAN 03 AZ r 1 f 'SPACE RESERVED FOR THE NEW YORK STATE STAID O' APPROVAL' f � a ------------i ♦ 4 1 ------------7 I � ' • - ` �J 1 1 t } 1 1 � A ♦ j � 00 L----------Y t y ♦ 1 . 1 1 7 O t y------------J . REAR ELEV IRCYARLL auwE TWO SIM.Two SIM DUPLEX.pt 1 , CNC WITH rtA1 aci.ouaTt BI—LEVEL RANCH/DUPLEX 4 mm, 11 r-V CMM EFFORT V.L*COU=CAVE OVr.M*AGS AND RArYl EYTEMM&TO �1E TI@fLOOSE Alm DRTALLED O♦-STTE I"sulumm - UK Or itImRG OMff SHALL Ow S DCPm ACTUAL EL LAYOFF Am VLL RFSLGRE A ftWTn 2W SYSTEM[MAY CLG MGM.rpt A tfaT - Vn1H A►ROWSFACTLRO!HISTO RR!SYSTEM D*LL NOT Ott.Ir-t-) RZZZ 1pTO.♦,L CtlK[) � �TONL ISPfO t - zz GAILE OR IRPM COMM GABLE OR WPE.L91IE7t t3At0m0 to Ltnt0tAlo ♦ t3/11Ow m 010owoo . ♦ s T THIS LEVEL NAY REAR ELEV BE ROTATO w ` ` �`l "AM-11-LEVEL-arumOfi tir 33-1101 VSE MADE � 11 ovuuRlG y } It II 7 } } 1 I p s 1 1 111 Y O F VIDE t-SSOtY 11 F I t t 1 } II 2 1 I r-Y NA1L OHI7NLAIG tr.-----, f 1 1 6 11 ♦ 1 i S SPLIT LEVEL TWO STORY OR TWO STORY DUPLEX uP GA" HIPPO Cawu s ,z GASt Can" OPTIONAL IL1M0 , , ' foil /,,, [3/00@0 m.It/IROY110 tS/I!Om m S/IEON10 �of m O�CI�OItEM A. ,, 17TmA1L IP Rmw • .AI TMNNYBM - e ALAN= � � t REAR ELEV OL,Y LIVR up ,^• • IP A JAI a $ 0• Fta- � � o0 x2W AV"AV HD S, INC. 247 V9 lr7"AN. 1QAALEAUJ ', PA 170" 3 BOX WIDE UNITS ' rsr l-+as-+saa rar&"-•ss. NOFA TYPICAL ELEVATIONS — IRC 3 B❑X WIDE UNITS 'TEE PAGE Ae`nt Fa,ET P.v1aTF oars ARE.DODO m¢TNae TO FTEs ArLE1¢s Q Ills-awOt/ArLET1 I.a'SS,vDalovT.Imtsm DATE, ETA /VG to LATMrS AMID REEEPTS VILL BE ME-LOCATED m FTWT SO REAR E UNITY BSL/DRP 16 JAN 03 A T 1 MIX 1 IR TENANT SEPARATION WALL Ol H\LT-fANELr nmR SLEW.MAY - Q-1 NEL F DNTLRMR LOT LEND _ 'SPACE RESREI/m HE NEW ID rOR THE YI7DC STATE STAIF APPROVAL• X RW I nFv IRE NOLLE Mr X THIS LEVEL Nil NOIA7D 90 XgEEt� - SECOO FLIER VALLS Mr X TL1N1 - FF47 FLOOR NIX 1 NL TDYWE SEPAUTLI WALL TWO STORY DVLr)= - 2-1 WIENER LOT Lso - ELEV _ r THOU a•-r r r THDU ic•r R Ii MY X ADIITR)NL - W-0, TNIDN ATTACAO M®ILEf MAOI IIi]VEi-RlLEY-SME - MY X ADIIiOML _ q li'-/' 7/R1«•-O• ATUC EO IOLLD Z W li'-O' THRN w-0' aiR 1Fv02-TPI R L'S-Tw Siar-IVLEM ATTIItNp fiANN¢atoll X COlLETELr 9'j PLAN - SKIT LEVELS R L'S-two STORr-1+LOES Y?ASIA 7K AM7C� Lrm. O �yg SEE ALTERNATE BATH urRNts WDYOVS MAY X OET7D a 1/R IITDM Bdp AMLp q oW1 p p Pif LMEL.DATA PLATE, OOt 7 GARAGE mt.6A AGE Ills DfIQRs M=`t3 . m ATE LABEL LJr11TISM p -� TOPA=LS 7o X Y IO/IM ATONE GIiRAA11: W W - . 1-T.____rwwnws�-___ 71-0' MIXTIM 7'-C "IN. ----- -------- - 7 MIX t-0' N D'-O• MIM -TI 2 K 11 ( e IW e/e n 1 1 x z cy ' O.O O =U f p m ter.ui►oMl as ort.uTIE7RAL ab i 1 v aEv 1 BEDROOM« BEDROOM«z BATH § MEN .-. DPT.G�OnAL as ��wAr RW j W /('''��� ©LN I1 1 1 11 _ - XMDNG _J N I 1 S siARVAr j -� _ IQTClEN 1 I >x LJ WAIS \ �t 1 1 ^� ^ w' 11 - DINING RJaI 1 I ==W O Y 1 I j �` �� -17• I 11 Cy NOEL (1 >W PLAN i i „� r _________� ` Q 11 e �� �� J, 1: i iQ ; m y TRANSY1 '-11 s TNS W r X OOTID I I 1 DIE MPO DOOM AfD a Yw —NTRY Y i`----t 1 1 i 66 IWl ,^` nl 110".WAaQ/ 1 i dS.STARS al ``� F OPTRDML GARAGD 1 T . I,=1 Q X fF----- 0" ;-jai ----------------- __ _ _ _'-'----` © _______ I I S - Y 1 f ;-j Q Q w -_-�_-- _ ___J 1 W W �� 1 I CLO I j t1T.VALL SEE TA1\.E , Li�w ta _ - II 11 ~ 2 x 1 Q 11WLeaoU ^IDllml p M i 1 w r 1 ---- LANG ROOM 1 N L tl HE7IROON Il �i REDRmII 03 11 1' GARAGE 1 1 WOO e '� 1 GABA FAMILY YAM 1 1 X y� CLO, S E - �> VCLOSET �DDt Ga 11 __1�____J 1 1 =N WVAO . L 1 1 1 1 1 1 TO i1.l1APLAlI []" �� TO TT. AN O AS REQUIREABWTMWL D 1 1 1) qq On. CA L1L 11 J`»> CLO 4-18-tVEL DNIR4 1 1 ` I N 0-Cwj '�I' N N T-0' MIM T-0' MIX ' MI �� 1 1 1 a IV Ami-Ir Nix 0 D S S --------- ' e'-r MAL C3 a t I- © p _-_______ 1 LOCATION p 1 A ______________ r' IOV[DlMlfi w 11rATMN � I p p i� 1 _J 2� tr7.PORCH R[6 } MASTER FLOOR PLAN 1----_---_ } 401:3 - --------------------------- �i-' D RL,L, ALL 1NDtvRINGUAL M PLANS VLE X KYD iRw -671--6'NAL I a Ami I TI TENANT LL THLL IIRAVDG AM X AVAILABLE 1pl t[MEST SEPARATION WALL - Q-1 NL F DREROt LDT LOM THIS PLAN MY X REVERSED IN EITHCR DINECTiON - - N PMT.OR DI ITS ENTIRETY HLorrs DINAARE ro7TTATE A...s,,>wc s i DE HwTTABLE SPACE ANLL X>sy Sr,D. .NN PLOD AREA WITH O rt.NN H LEDnwAL 10E16MN N ANY 10112701. LNDIG,n4NG`1DSNG N WMX AO LmSa(PACE tHLE1 X>.IL t T WITH A 7 PT.I0X=ovum N ANY NKCT! Rml SPACE vrM LESS 7HLW W m IEr COAD TOWARDS In m rt.NDN ; . •+:` j 40 RATED Na' FIREr L LESS TWA r 6 NOT COIflD 7OWMII 71 SL R.NN L4 ML = 3.WINDOW AREA OT INIITAKE SPALL N LIVSNG.1NDEr BDOr N KNOOL AM SL ` }wjB,' ysplj MTD>mO - _ TIT, IWWORAIL NOICL SPAS aMLL X IM IF KJ!MEA I UAW NOR WITH ti?DOT AOI i • 1. STAIRS DR SIPS EOE TILW lA RISERS SMALL HAVE A NANORAIL R MILNfP PAMLLEL vENT�TXH 1OOl1X ARTIi1C1AL LIGN\rDIT MY X IED PROVIDING IT IFET1� A�' TO THE STAIR SLOPE ON AT LEAST 171 SIX, IRLESS 1crN1 SIRS ARE OPd NIRA AILING ♦ BRAVINGAL K ZD�A N ERERM VAyf SKILL IOi DCm IIOiE SIOIIN •/� R . QZ�nIf REOUIRD CM IOTA tl Xi 6 STAIRS AILIN 5,EACH IVELLDG a1ALL AUK I THE PINARY LDGTMI A NAW ENIRMRS RINNL so t TOP fUKACE Q IW6RAllS AMI M[L11LS atoll K NOR lt4 TWA DD' IO O E 11YW THIS DOR DIALL X BOTM A SWIG TYPE Im1 Ai HAVE A 36•Iml WIM ! • qw 3i' IM KIrr MOVE 7K THE A R MEAD LEVEL ON STAIR GU6. M KIOR GULL X L HABITABLE SPACE N LIVING.BDOG,MINING N QTCIEIL iLQ/y4 AND RECREATION - • O ! ENTRT - KA71RE1 S MCC LY AIN THE RISA FACE - Q -0' NIH` - I CLEARANCE BETWEEN INWIRAILS AM UPPORTING WALLS SHALL Mn BE LESS PIAN I I/C �Cr L7 m MGNN*AK To OGR M Slat 3 fI�VLITUSE H AA p LjTX6 • MNORM WORN N',NO A IND SD.L IOOIT(t«'.BASEMENT M CELLAR Sr AWL S 7.PiS LAPEL,DATA►LATE.L STATE LAPEL DULL X L WA70 LRO'R THE IMCNEWvp • PLATA - - SOK EN31 ADIITIONL LKT WILL HAVE UINER A TTA PAM LABEL OR STATE Of 1 1 1 I---- —� - LL AMM GAS RRDL LAIM LOCATIONS GULL X NtJ17ED ON NPIVOLNLrLOOR •R •.•1 ,� _ L HABITABLE SPAS aWl HAVE A NO MM K7OR Or 71-61,ALD HALLWAYS,Ct> S ,j •••• 16 1 1 I I _ MTT11BImLf TAT RDGH6 AM LNSORr.m6 111MLL NCR.MK A aR�NG KINDTr? ♦ QF NES `�, . y • " 1 1 I 1 —4 cT T-I•IEALS{BEs T71a TTNNI110 TT.IDR m TLE LDWDT PRnaTMI rim �11 - I,J*=To BE VEND To E n3= - IL ORONL iDaPLACEs OYLl X R6TALLD ACCN RG 79 RE J~ACTIDER•f a. D67R W&FAC ACI NiPA III-Oft AM fHlAll.CONTAIN THE IBNR BPET7YA7MN � R� C AND NAMFAL'T{MQS D6TMNCTM1f U IL iRPLAC[i DLALL AUK PROVRM6 FOR SWKVWP ORBOE AN TO COEUMMl IL GAS WATER HEATERS SHALL ICT X LOC ATD N=11011ft i e[ O.11AIOEAL2 iIILD NSTALI,D L ALL WORN ME OFSITE""X AP'PROVD DY THE lD<AL BIDLOG C®E EiRCDpT DIFIM 14,ROCF COVWK6 GULL.X X A CLASS W.T •C MTDML p�+y /J 77OF IS GAS TVRLIICES f11All X MOVED WITH VIIINAL vw MwERS ✓�L-GA A 17 ALL NEA7qYvEr 7NGEm 'rL,OCK�R Tww LIILrSARRIER'HALL iMO011n jR,ALLO�t WALLS ARR BOLI(�'-S, C. © - IEATDS,DULL X"j,LLD OFS1TE Br 1uUAMM NIP oR O F Rmersl. 11 liDQ LL NAMABLE SPACES UWN MY HAVE SUWnTUTD WINNOWS L�S M LEM AS THEY A. t�NeY REffiXD II��T KEPT NEGLAI D LOW,VOR L EMU REOiIEKN S (E7�}SDP-tsDR PAT DJi- 28* " OOM MEET IUIITAXE SPACE RED.COES SHD60M ARE NK = "E"Mr X oNN1m M LDNG AS THEY FLOOR PLAN MASTER - IRC - - srDATE. REVD DWG Mo T5BSL/DRP 18 JAN 03 'SPACE RESERVED FDR THE NEW YORK STATE STAID 13F APPROVAL' NOK CRAWL VA DG IATOO/T m CRAWLAK ar D4PIfIISE LLL GYP li.I91 aM!AaaROYLL rl.ajcmm Lcm m be rigtY rUla a[a.a Nato Tu,Miallm P 1 sw lD ."`.'n.�IAd wr�i1 m O O 0 1 vow O 1 yr aw m w�i �i iN>�i1 WALL MY Lan IQT Or ----- M - WMV NJI[YN rnm ut Iil r voTi MA p r 3" a+n'r O 1 omm lolom mw�rrm I"m lolmr a on &W I bw ow va�am 64 RE ,moo, aoc aml © p �7Na K1 rWu1A�� '� a&SMIXT STTDT" .`a 6g mDo1 �' Warn r7moc a m I uma�airrru rt M � p WE Tut m + m p ® Ia YY MR L Ln)►pTATL.E 0 MTNam7 na IM7EmIL a1RLY L1Q To an 11.11 SII L1lNRSm KT rm OVAL K VATaaW - - A /tLLl ALI I MTE RAIN LA m IV" IVDft MAIN"as mXm TILE m `MAIC © OII CARL**"',Lr'm ft ND AawLaw gar mTO LE w O Prm O» m ® m LAM Lf.'"MEN ?T>QaL anaml 2APD yE ALLTTuaM�� M&=WT OHM"Pat Z�lll w,,..IG L aa, aMa L�>r,�10VTAN!m1 a APPLIANCE L MECH. EQUIP, LOCATION Fair[L n'rm DST rTorr ar a rTOM aa71m1 r anlcm to rum vv NFT L ma MASU _ a ���r I2 STORY N TYP. ACRAWL PE DSPACE MODELS IST STORY F wafLY Lam m M M V nm LN nA 0 VAim nm aN rmy dd m CA r-s IfO/ r NY p O O O NiNL&n a AuffxwL rLA aro: O O I O O um UCO Ttm wombi m CAPE AND IST STORY OF 2 STORY 00MM Allo Too:rat+mom-00 rc �r AID ovi Ali vol m" om- NANMR&E-Z 0 1ZIo TYPICAL SECOND STORY m rooJECT rat TIIYI a Vr Rom VAaR VIM CTTPYJIU am a AarrnNl N Ona PAGE 37 r0t AWTnML WR - wa ul10 NOS" LMM wr A1AR w,r f Irr � r r ua 1as m u _CAPE LTVD STORY utzsm STAIRS v!•von QT lar tal rm a Ilt MUrml rl!IMTa1K orrlaMoa+•alol r awl vvom RVAl n omsATrllr� m Lt fla lil[to ax AtaQ1a1 DLT la rat twr tA1mo� KTDM7[latool orta TN MAJLL 11/!'aW Ire: 8•4 1 VMO KATO IO ED L1'N71ama IVTADt I . wwo Lm m r11a Ora Toa WT Wnaa L Vrxr TNAu An7 I Vr svv PER ■x�- ry� r War not NT rLm r1Nu Ano Dwma olc cT►a ro rawa War vrDm O] 7 F_ Arm:m ata rmn rum r laAu rw1 1 arr rnm M Ln r IA f am r AIt1rTOOL ru J=; r nit ...LAW uaT:, 1 I acaa uw TI• vw1Lrin r, D1 i I O ND �s t r To ar ru - sw - r-r ' / TYPICAL CRAWLSPACE AND 2ND STORY DUPLEX �" { { FLOOR PLAN (LIVING UNIT OVER LIVING UNIT) s $ s wtooW..c lA r r. QQTr7a><ANrf A N❑TES 1 _ © VATn NCATO vATO NGTO L MAXIMUM AREA OF DWELLING UNIT IS UNLIMITED �""TMDA 2 THE TOTAL GLAZED AREA IN EXTERIOR WALLS SHALL NOT ,ACla p r s¢n T c D�a�i7 EXCEED THOSE SHOWN ON DRAWING 10OR w • pD I ® lAaoort nAalvaa 1---- 3. 36' SIDE HINGED PRIMARY EGRESS DOOR REQUIRED •� � f: Arrm m Dpi smmnmPLZ j I: (SLIDING GLASS DOOR IS N07 ACCEPTABLE) : A� * Fes•s' 1 • i an ► on rtoer OL" a no MINIMUM SECONDARY EGRESS DOOR REQUIRED. DVG. A5, A6, A7 (7• B9 10 FIRD ""LL 4. EVERY LIVING, EAT IN KIT, SLEEPING, RECREATION SHALL HAVE AT LEAST � • AL�tT • ONE EMERGENCY EGRESS VINDOW OR DOOR, EGRESS WINDOWS SHALL HAVE A t/ CLD uaD as SIU HEIGHT OF 44' AFF MAXIMUM, A NET CLEAR OPENING OF 5.7 SQ FT. MIN. • •..� s m�sw mar A NET CLEAR OPENING HEIGHT OF 24' MR. AND WIDTH OF 20' MIN. AS PER r � • s � IN Ora 1!L NN 1uro WALL 1 d 1� ® SECTION R310 THE RESIDENTIAL CODE OF NEV YORK STATE • (n• • as Nm w as N=o S STATE AND TURD PARTY LABEL LOCATIONS SHALL HE • LT4"=10 INDICATED ON INDIVIDUAL FLOOR PLANS � �• • � LIVa6 tm1 no o 3,sraiai 7. ALL INDIVIDUAL FLOOR PLAN6. SEE DRAWING A5 FOR S ADDITIONAL BESKEYED FROM DETAILS �I • ••a•••�F* Y DcLon W IwL wL a vraar roAoor u K r wROLL �ww�inw v vrslr !own.e B.TALL DRAWING I ONDOVGIOCATIONSAND BE O MAY VARY ACCORBLE UPON DING REQUEST �` uYm tt srr TrrK T arroal RNLI a LA"M W Lr"K T-arrow DNLL K ARLlco TO wml ar rrasi ME A1fL=1 TO aff"m or twommL INDIVIDUAL FLOOR PLANS 307 NL NAM N= 9. ALL CLOSET LOCATIONS MAY VARY ACCORDING TO © INDIVIDUAL FLOOR PLANS r MK m, 10. GAS WATER HEATERS PROHIBITED IN OR OFF or SLEEPING OR TOILET ROOMS IL ONE PFS, DATA PLATE AND STATE LABEL (IF REQD .!{� r"IYi!M PER LIVING UNIT) SEE IRATE •5 ABOVE `' / JlP�,x �11R/111llILt� 12. DWELLING UNIT OVER A DWELLING UNIT SHALL HAVE A 3/4' HR. HIM L M1�/CQ1L At10t•LY VCTWM L RnMICEI 6 AD10Lr YTVm1 1a[n DUAL.K LOS j FIRE RATED ASSEMBLIES BETWEEN OCCUPANCIES. BOTH FLOOR-CEILING BO.1I�'S, INC. QrE VWG"ttw WTAL7 IWUAin LW"DOLL K LBfa aL awslm KTAu (USING TYPE 'C' GYPSUM) L ALL BEARING WALLS L SUPPORTING STRUCTURES NNALL --_—._J !M rtm1 DOLL NR K M aa/in sum J1MLa♦m%m 0180 L u°iirrnt�vocs Aor K Fool m -- —M TW TO FOUNDATION SHALL BE 3/4 HR. MIN. FIRE RATED USING MOISTURE W rN Tru Aw o,NL r�""� rArra[WOm RESISTANT GYPSUM OR ON EXTERIOR. STAIRS TO SECOND FLOSHALL BE (�)a"am-ma►it m AN TWO FAMILY FLR PLAN TWO FAMILY FLR PLAN SEPERATED FROM FIRST FLOOR DWELLING BY 3/4 MR. MIN FIRE RATED FLOOR PLAN MASTER — IRC WALL INCLUDING ONE LAYER OF 5/0' TYPE 'C' OR TWO LAYERS TYPE 'X' (2ND STORY OF DWELLING OVER DWELLING) CYST STORY OF DWELLING OVER DWELLING) UNDER STAIR, an m'm Asn avc 7o BSL/DRP IB JAN 03 A6 . 'XPACE KIERM rIN ICV Y=STATE STAY DT AIMOVAL' ' eHro—r,rp T �'�r��p r+wcrMy�/�a W7 km av K wwaso me mrir[T�K er a1Pn --}— Rft MA1 Kr V AWT fAYf VWJ O� 1Yf MM I.IV WTI f To.of 191mrd v" can.To aro[m Kjrn mw CDJ Ir IM ® I k tIRI Avsw awwnj Lrrr FA Some r © Tu -N, eavl r WN r e.rr m Krya" ewmI >rr�e - ('1 IQ Yal�l PQT M/0 room va VM KTOMi[Wo"u1Mt ID m Leu m LL11 I+i - m IATn ftw x I.d rra Md Ad ram LMT=twY m�In ► nm ea LNeNaTfn Acer i ram LJVNfi m Aumi ea m vra.L rrlre ry 7d IF 9n m t 9TA=I ernrno K Lw""T Wo LIVY LI•T a1•"K autm7 l IICar - TYPICAL DUPLEX FLR. PLAN Mm t„o„r a„M 21O„•-ti Fu=n*r.rYL K O R m m W"K.O L Y I It L A"=V&W F= mTo 5w Mii K ATftp to mlm t aoo 2' VENT 70 CEILING DRYVALL 2ND FLOOR LEFT OFF FOR PLUHBING ACCESS 1 vOr w O O O O Turt rLmlaT. O O r-w Nm r-r MIN r-r low evert a-vnrr SEE AL7. KIT TH Y ❑ 1.TFt�L� LAYOUTS PG. 1 4 $ �► 1 Vrlfw - 0 RDON ¢ BEDROOM •♦ m BLit ATH BO IlW Wt BEDROOM r3 - * ', J%, KITCHEN sort ver (OPT.) - E ° � � �, (OPTS LSupftvr ua To argue a cLn �A, • ' •fi'Lj'_,�� 4 �► rAU 7�JliylOT1••% SEE ALT. BATH ♦ O1� ALUM HALL LAYOUTS PG S CLO : , • 40 •� � �a do DINING ROOK FAMILY ROOM 4 V�-IM • • � Q (OPT.) O CLOSET • • � mPT l . Nei• •Y � L - ; �• THIRD PARTY. �41O B BEDROOM al B`DRM14 62 I� OF 14 ru"rum FOYER bw rL4= LIVING ROOM DEN $ •I„'' �'1G(t C4J PDTArt (OPT.) im'Sek t�I� Y b. Lm To air ru - - 1{ , 1 2UV3 "❑ -r r-Ir MIN CLO Vi V ■i J"PZ"Y 7Mr1 Air � - l W wY lrl KY W Q Q I / �J ri/1 Jittowtvmr hrOWWS, INC. FIRST FLOOR OF SECOND FLOOR OF ave W Mr AMR AMM9010 L M IMM (m)"T-..r Mr.+-.... THREE BOX WIDE-TW❑ STORY THREE BOX WIDE-TWO STORY FLOORPLAN MASTER - IRC NOTE, SEE STANDARD TWO-STORY DW BSL/DRP BA 8 JAN 03 YANA WG NO A 7 SCHEMATIC ON PG. 15 aa 'SPACE RESERVED FOt THE NEW YOM STATE STAMP O< APPROVAL' Y Y vsN ov mu B-3 a LIH vHmA B_7 Ln+ � S le-i >t-i VC f aT S ---- f r ---- VKD>t[ f vc vc _ r J --- V Ta 7ooV ' 3 r_i I ' wp, r---- r u•n HTR a B-8 i - - � •� 14� LIN vc aT I. B-9 E. °f p- >T 2 g � � � D � � a R V � LINWTKWL siow.aw TI 5w 14-2 10 � O 'b 12-2 t 2 9 w�misi y�. f w ti w ur. i f w w✓i. f u-z HTR n y 9 , IT C LIN TK -\ � mo `B-]i '� Y B-12 B-1 1't -)L B-16 n Ta Y-�• n > WnAWL�r B=iS r ❑J I•lW M7M WTENNL wa madriom r 1w W ° o ' 1 mealmon In4- " ro 122 14-2 - 0 WTMWL VAM bb r0 MK �aro pin�'" - via«L w+s�wn rTw H R 9V HT vc B- 0 vc vc 0 B-19 NT -� 3-22 LEDGEND 2 -- s B-2 VSB •r Vs VANITY B-18 v 1 C ® > MC MEDICINE CABINET rR S I 11 S j Wt I Hi-2 LW rov HT 12_2 _- PL MIRROR PLATE MIRROR V B-21_ sa 4 ,4-e CFM TB TOWEL BAR LIN 100 FL FAN LIGHT T3 12-t 14-2 (9J ® S SHOVER COPY.) 0 u 2 14O-Z ' La+ ' n❑ 70 LIN LINEN CLOSET ,,Ll 9 LD1 -- VC VATER CLOSET O > IT BATH TUB (OPT.) ♦+ y'• •��/ ,� ♦ PAU.77AMYRpN•% GARDEN TUB GARDEN TUN C OPT.) : • ALBrDRF •�. • VFDPLPOOL VHi1RLP00lCOPT.) = - HC HAM-CAPPED SINK ` • • PARA V WASHER � •k •Q. tZ> D DRYER ••f�i� \ � NOTES L BATHROOM VINDOVS MAY BE OMITTED IF SUFFICIENT ARTIFICIAL LIGHT VENTILATION IS PROVIDED 2. ALL BATHROOMS MAY BE REVERSED AND/OR ROTATED 90 IN EITHER DIRECTION IN PART OR ENTIRETY r� 3. SEE INDIVIDUAL FLR / ELECT. PLANS FOR EXACT BATHROOM LAYOUT L HEATER SIZE 4. GFI RECEPTS SHALL HE WIRED SO IF TRIPPED THEY WILL NOT INTERFERE VITH THE REMAINING OUTLETS ON THE CIRCUIT AND LIGHTS MUST REMAIN ON S. SHOVER WALL PROTECTI13N WILL EXTEND 6' ABOVE ROOM FLOOR LEVEL AND SHALL BE OF A / fBLT jwm tv e FINERGLASS OR EQUAL MATERIAL / opzp x J'lf v r nw 6 ALL SFOVER DOORS AND WINDOWS IN SHOWER/TUB TO BE SAFTEY GLAZED 0' IfO�! S, NC. 7. HYDROMASSAGE BATHTUBS SHALL K SUPPLIED BY A GFI CIRCUIT 8, REQUIRED CLEAR SPACE IN FRONT OF SHOVER TO HE 24'X3HIM JNf Is B71'NBBB Al IT••a 9. A 21' MIN, REQUIRED IN FRONT 13FLAV L VC M ,D. A 30' MIN. VIDE VC COMPARTMENT REQUIRED (m)"?-=U PL!W-A&M IL FAN L LIGHT MT SWITCHED SEPARATELY TYPICAL BATHROOMS — IRC 12.BATHROOM FLR MAATERIRI AL SHALL BE WATERPROOF SITE TILE TYPICAL BATHROOM ELEVATIONS 13.1 PC FIBERGLASS TU"HOVER UNIT 32'X60'X72' HIGH DR ON-SITE BY. L1Trl RF1A DVG w TILE WALLS BSL/DRP 18 JAN 03 AT] 'SPACE RESERVED FOR THE NEV YDW STATE STAID Er APPROVAL' l�E 9 ,d CV24 ©O 1ICIJR SOtS VY15 VW4 © 6 + - in 10 OM R RT cm 8-26 vc 5 --- - VC 9 14-2 B-25 1+- uN O s V O -E RT LIN3-27B-27 K-2 K-1 f4It 4 >!� 7 C 2 RT p ` 14-9 ' 1 1 j L----�jw ----- L_-1 1 I S > 1 O 14-2 tZ-2 12-2 14-2 O - .. 9 O O O ' - 50V HTR K+ V]L15 VQ4 ®01-4 W=5 . >K Rt+ x 324 WC r : Q -3 1 Irl B-30 - TR -2 14-2 LIN ® O vc R B 14-2 PAN ti K-3 K-4 7YP1cAL HYSRONASSA¢ RATHTUR - LOCATTIRI L VNIN6 . W HIR V HT 10 n 1 a j 12-2 B— 1 B-33 I Q i— L 0 4-2 14-2 1 f 1 ♦ viltim- wc LIN ----- ♦ ¢ry d 1►, 12-2 I rH ®♦ 7rPi. y�� ® !M2 14-2 - t O ,A • • 40 O O t ♦ Twwyi%i -V.A '00 M.Wo• s z • �. 0 4w THRT!PAWM i �j� 6 • 13W MAr A' BD.1l�'S, NC. sa vs m uaN. Aam" sG PA 17OU (r»)-Nn-sass PAt AST-MM TYPICAL KITCHENS — IRC CONTINUATION OF PG. A8 CONTINUED ON PG. A10 Rn BSL/DRP SAM a JAN 03 REr >>ve A9 _j w 'RESERVED FCR THE NEW TORIC STATE STAID OF APPROVK' RpfliTMTo vl•ll x Vt'.,lt VR4 4= V]•0 Vf-W ©O VNA©O Vxi VO4 VLt, VJO'3 VC24 IN za x d tt4 O >. lt4 - V TYPICAL KITCHEN ELEVATION y � PAN i VAH Vl4L Vx/ lH 11 K-5 K.l. real K-7 ., _ 1� ❑1 t❑ 1� Lmmms 0 ft-t O 14-2 lt-t 1 1 O t I TUE Km l NEATER 1 Ft TYIICAL O►TIDI ' ® ALL IQT3EDQ c7 I ft-E IM! - t O w Ilra 41YR O 1 - arm�ir � '4_& l ' IKIK- law OHM n Aman 1 � © 1 ------------ 1 --J -------_ 0WO vE4avls v24 v¢4 xV30105 � va vt4ao © vK �� 24 x O ss ax ! ®O 430= V70S0 O t, 1Q gWe varve VE4a0 VE4x K-9 K-10 K-11 K-12 K-13 ft-t © 14^2 ® 1O n�v an RIP Er AFF 7t-t AR '____ __-`- _11 l !4-! -----i L---- j t----- Vv - P. ftb ®� THIRD PARTY. W2430 Vx va4 VCt4x >t4 114 )4 INOTES 4 L STANDARD GAS RANGE RECEPT IS 110 V., 20 A SEE PAGE All FIYt ELECT. RANGE VOLTAGUAMPERAGE. • 'mq 2. ALL KITCHENS SHOVN MAT BE ROTATED 90 DEGREES AND/OR REVERSED IN EITHER DIRECTION • P a S IN PART Bit IN THEIR ENTIRETY. op (n• • •, 0 3.LOCK KITCHEN CABINETS MAY BE OMITTED AND FURNISHED/INSTALLED BY BUILDER SUBJECT TO �: • .� I� 4. KITCHEN VIND13VS MAY 8E OMITTED IF SUFFICIENT ARTIFICIAL LIGHT AND VENTILATION ® > IS PROVIDER ` ••••• , ALL RANGE HOODS ARE VENTED TO THE EXTERIOR USING SIYID DUCTVORK. �� No 6. RANGEHOOD FAN TO PROVIDE AN AIR EXCHANGE EVERY 30 MIN. (KIN. 100 CFJU RE-CIRCULATING TYPE RANGE MODS MAY BE USED AS LONG AS A MIK OF 4X VENTILATION IS K-14 K-15 PROVIDED FOR THIS AREA (BY MEANS of NATURAL VENT) 7. SEE INDIVIDUAL FU30W M FOR EXACT KITCHEN LAYOUT. 8. ALL KITCHEN RECEPTS SERVING KITCHEN COUNTERTOP SHALL BE GFI PROTECTED 11� 9, A RECEPTACLE OUTLET SHALL BE INSTALLED ABOVE EACH COMTERTIp WITH A LINEAR LENGHT a a GREATER THAN 12'. MAX. SPACING BETVEEN RECEPTS TO BE 48'. COUNTERTOPS SEPARATED BY APPLIANCES 132 SINKS SHALL BE CONSIDERED SEPARATE COUNTERTOPS. YW/fur r 4-t I0. STANDARD 30' HIGH OVERHEAD CABINETS MAY BE REPLACED VITH 4V HIGH .�ZPJ�,x AMPllC71lW -------- tO IL ALL. 324 CABINETS MAY BE REPLACE VITH DVS OR DV 12. CABINET LAYOUTS VILL VARY DEPENDING ON CABINET SIZES BOA ffs, NC. 1 it-it117 91 11R"AN. AUNWAM PA 17111 l j t l (Q70)JI77-1111 PAr 117-0110 m "'` O �'0 TYPICAL KITCHENS - IRC r" J ------ J rn BSL/DRP x�18 JAN 03 �n •vG to A 10 'SPACE RESERVED FIR THE ICV YORK STATE STAMP OF APPROVAL' WALL VALLA 12,E DIStb1�ECT - KIM 200A SERVICE T�t I MSE GENERAL ELECTRICAL NOTES CmC1m BEAKER WIDE L.00ATIO' VOLT 1. ALL ELECTRICAL CONDUCTORS AND EQUIPMENT SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY AND IN I 2m 12-2 SMALL APPLIANCE 120 COMBINATION WITH LISTING AND LABELING, CONDUCTORS AND EQUIPMENT SHALL BE SUITABLE FOR BOTH LOCATION AND USE. 2 BDA 12-1 SVALL APPUAHCE leo 2. IN-PLANT WIRING IS INSPECTED BY AN ACCREDITED INSPECTION AGENCY FOR COMPLIANCE WITH THE N.E.C. 3. GARAGES ARE NOT INCLUDED IN THE ELECTRICAL LOAD CALCULATIONS. a IRA 12-1 GM LTti FOR HOT, VAL NIL, AND DDi Rx in .4. ELECTRICAL SERVICE TO BE GROUNDED IN FIELD BY BUILDER AFTER CIRCUITS HAVE BEEN COMPLETED IN COMPLIANCE WITH LOCAL REQUIREMENTS. 4 ISA Ire GEB43SAL LIGHTS Also RECEPTS 120 5. BUILDER TO SUPPLY AND INSTALL ALL MATERIAL NOT PROVIDED BY MANUFACTURER FOR COMPLETE ELECTRICAL HOOK-UP. S 15A I" In S. THE MAIN SERVICE DISCONNECT SHALL BE INSTALLED AT'A READILY ACCESSABLE LOCATION NEAREST TO THE POINT OF ENTRANCE OF THE SERVICE CONNECTORS AS PER N.E.C. SECTION 230-70c. 6 MA 14-t u0 7. PALL BOXES LOCATED IN BASEMENTS SHALL BE FIELD INSTALLED AND MOUNTED ON EXTERIOR WALLS BY BUILDER. 7 ISA 14-1 m S. 1 0 3 VIRE, 240V, 200A SERVICE - SERVICE PANEL r/ MAIN DISCONNECT IS STANDARD B IDA 12-1 DATH RI)ON KECPT.Cil in 9. CIRCUIT BREAKERS ARE 10,000 A/C. _ 9 20A I" SATIROO1 RECPT. Gn in 10. WIRING IS NH-3 CABLE Rt/ GROUND 11. NM CABLE PASSING THRU FRAMING MEMBERS WITHIN 1 1/4. OF THE EDGES SHALL BE PROTECTED WITH 1/16' THICK STEEL BUSHINGS, CABLE u OTA Ir: aerolmeGn RECUT• �0 PASSING THRU NOTCHES ARE PROTECTED WITH 1/16' THICK STEEL PLATES. is tnA 14-1 EXTUM Gn RECEPT. u0 12. NM CABLE SHALL BE SECURED IN PLACE AT INTERVALS NOT EXCEEDING 4 1/2' AND WITHIN 12. OF BOXES OR FITTINGS. (RI - SUPPORTED 2 2m 11-1 IICImvAVE mPn in WITH INSULATED STAPLES) iD Im 14.1 BMW-HER/"- DISPOSAL in 13. SWITCHES AND RECEPTACLES OVER COUNTERTOPS ARE 48' A.F.F., OTHER RECEPTS ARE 18' A.F.F. WHZRI14. BATH RECEPTS, EXTERIOR RECEPTS AND ALL RECEPTS SERVING KITCHEN COUNTERTOPS TO BE GFI PROTECTED 14 am u-t �T>A(� �0 15. RECEPTS SHALL NOT BE LOCATED OVER ANY PART OF ELECTRICAL BASEBOARD ELEMENTS. 15 25A 181-2 WATER HEATER 240 16. CEILING LIGHTS SHALL HAVE A MINIMUM 18' HORIZONTAL CLEARANCE FROM COMBUSTABLE MATERIAL (IEP CLOSET LIGHTS) N.E.C. 410-8 (2). 16 40A 8-3 RANGE 240 17. EXTERIOR LIGHT BOXES ARE PRE-VIRED, LIGHTS ARE SHIPPED LOOSE FOR ON-SITE INSTALLATION BY BUILDER. v 2w 2-2 WASHER I20 18. RECESSED LIGHTS TO BE THERMOSTATICALLY CONTROLLED. 19. BATH FANS, RANGEHOODS, AND DRYER VENT SHALL BE EXHAUSTED TO THE EXTERIOR. IB MA 10-1 DRYER 240 20. ADDITIONAL ON-SITE BASEMENT SMOKE DETECTORS MUST BE INSTALLED PER. STATE CODE. 19 MA 14-1 GENl3 AL UGRTS ADS RECEPTS in 21. SMOKE DETECTORS SHALL BE DIRECTLY CONNECTED TO A GENERAL LIGHTING CIRCUIT D9/ NO INTERVENING WALL SWITCH AND WIRED IN SERIES. 20 22. ALL SMOKE DETECTORS ARE CEILING MOUNTED AND ARE AC/DC PROTECTED 23. ELECTRIC BASEBOARD HEATERS CONFORM TO THE REQUIREMENTS OF AND ARE INSTALLED IN ACCORDANCE WITH THE TEMPERATURE PERFORMANCE REQUIREMENTS OF U.L. STANDARDS FOR SAFETY NO. 1042 ON ELECTRICAL BASEBOARD HEATING AND N.Y. STATE BUILDING 22 IDA 11-1 ELECTRIC HEAT 240 CODE 1000.2 f - 2. 23 24. IN BASEMENT MODELS WITHOUT UPSTAIRS UTILITY AREAS, APPLIANCES SUCH AS WATER HEATERS, WASHERS, AND DRYERS ARE LOCATED 24 IN BASEMENT AND WIRED ON-SITE BY BUILDER. 25. (RI) SMOKE DETECTORS REQUIRED EVERY 1200 SQFT. 26 26 26. (RI> SMOKE DETECTORS SHALL BE LOCATED BY THE LOCAL FIRE MARSHALL. MANUFACTURER WILL COIL AND TAG WIRE IN CEILING, FOR ON-SITE INSTALLATION BY BUILDER. 27 27. NO MORE THAN 40 BREAKERS (OTHER THAN THOSE PROVIDED FOR IN THE MAINS) OF A LIGHTING AND APPLIANCE BRANCH CIRCUIT PANEL ft BOARD SHALL BE INSTALLED IN ANY ONE CUT-OUT BOX. A SUB-PANEL WILL BE PROVIDED IF MAIN PANEL IS FILLED (SEE PANEL BOARD DIAGRAM FOR SUB-PANEL NOTES). 28. ELECTRICAL WIRING AND BOXES IN FIRE RATED ASSEMBLIES TO BE PROPERLY FIRE STOPPED AND RATED PER THEIR APPLICATION BY ■125A na-F D- 12-I'SPACES,24 MAXIMA POLES (GENERAL UGH UNG CIRartT O♦.n A NATIONALLY RECOGNIZED TESTING LABORATORY AND INSTALLED PER GOVERNING CODES. 29. EXTERIOR OUTLETS AND LIGHTS SHALL BE WATERPROOF. 0 aruot NI mm Onrr r , r x r-r 30. LIGHTING FIXTURES AND SMOKE DETECTORS SHALL NOT BE LOCATED 'DOWN-STREAM' ON A CIRCUIT FROM A GROUND FAULT CIRCUIT n svaEn RECEPT OtlTLET S r i r-r-r w FLEscC)n INTERRUPTER DEVICE. VATERPREW LFI L--J LIGHT �x r FLOxEscEHrr LIGHTNrIxlt TMMAL 31. 125 AMP SUBPANEL TO BE USED WHEN REQUIRED CIRCUITS AND TEIR CORRESPONDING BREAKERS EXCEED THE MAXIMUM ALLOWED 0a REttPT amET 1 43 1rr AFS' p REEBALLCESSED LIGHT AW BRE32. ALL RECEPTACLE SPACINGS IN THE MINNHABIITTABLE ROOML BOARD. S S ALLEBEC PACED SO TS TO THAT ENO POINT ALLONG TGHTING HE WALL LINE SHALL HAVE A p RECESSED'CRIB LIGHT' 0 DISHWASHER OECEPT OUTLET RECEPTACLE MORE THAN 6'-0' AWAY AND A RECEPTACLE ON EVERY WALL 2'-0' OR LARGER r 240 VOLT RErEPT OUTLET ® RECESSED LIGHT 33. ALL RECEPTACLE SPACING ALONG KITCHEN COUNTERS OVER 12' TO BE SPACED SO THAT NO POINT ALONG THE WALL LINE 0' GAS RECE►T mnLET © SOFFIT LIGHT SHALL HAVE A RECEPTACLE MORE THAN 2'-0' AWAY .-GAS LUES 0w-SITE BY DuaDER © REMSE3 ICADESCENT LIGHT 34. SMOKE DETECTORS SHALL BE INSTALLED 1N ALL BEDROOMS S SDGLE POLE SWITCH ® SIAFACE MSD FLOUREscEMT LIGHT SS THREE-VAY SNITCH �.Q TELEPIOE JACK S4 FDA-WAY SWITCH {/ TEILE►IOE C JACK -WALL PIO DS DIMHot SWITCH TYPICAL WIRING TECHNIQUE 0 679 FANLIGHT CGSOINATIUM OPT. TEUE nSMN CABLE OUTLET FOR SUB-PANEL FEEDERS • S COS DETECTOR HAW PALL Stn-PANEL o ® 6%FANLIGHT COIODMTIOM IST. OR PHOTO ELETRIC SMOKE DETECTOR 20D AMP EDUP10IT 125 AP © RAN(@ DOWST FAN CATEGORY 5-INTERNET/PHOHE JAM EO IPIENT MAIN �D1G ISOLATED NEUTRAL Q OvrLrT Bmt ./ DHT.uon FIIfTIAE xmD R waw DLx Q OUTLET NX ■/ EXT.LIGHT FIXTUE ® CENTRAL VAC OUTIdT DompaNWTRAL O O OSPOTLIGM FD(T1AE OO CLG MTD SMOKE DETECTOR BUSBAR _ • • ,�, ©� RECESSED•CAM.LIGHT• NATE"" Gn® PAEL BOX O O GROUNDING SCREW _ m TIERNOSTAT Lr STRIP RECEP MMET O .r1U1LrT )mf - RB THIN(90 DEGJ CONDLCTO S METAL . `GR..I G SCREW - »• � O OIn�T Bmc - DO'T nxT1AE 4r STRIP RECE'P OUTLET O CmcLffT MLJKwR - TO BE ENCLOSED IN COMMI17 - METAL DOX GARBAGE DISPOSAL • • • OTHER►ISCEIAAEOus ELECTRICAL ---- m ccHo cGG LER•An WF anH TV, TYPICAL HYDRO-MASSAGE TYPICAL GROUNDING METHODS OF tv :A•♦ 4, � THIRD PAM. Gia r osyc ML� am wvm•MH s m m[Wnc SAAVS,a BATHTUB WIRING DIAGRAM NON-CURRENT CARRYING METAL BOXES I�9 ♦• •••• �� ION SAY ITA• Dm Cb MOH K SSE Y rquD"m=w nIDl O.a■C1 Amt Dl iI.A BYSATH■Y omrT REMOTE 1UI.T-LY , FOR sINr sa '�' rGFCI DRE�I WALL TIMER NAY HYD VAC I 1 NOT rt, C JD SWITCH �LDOMING m ATTIC ADOA [aortSq Ar Samna OM-SITE PARD It WIRE Ito DOX ANDENfAN ---n AA UID F nn[u[Llr=HEAT 1 I try i j i AN 1 I 1 NEUTRAL (vHtn I I CRD WATER PPE 1 1 I ■/ PPE GROUND MAW' - sp cs JIII/►tT tE1 N, �•_mo.H fro" • 1 1 t 1 1 (rn)s17-wsB rIz•Bs-•1•o GNB FASTER ELECTRICAL PLAN - IRC Bn DATE, REV. DWG Ho BSL/DRP 18 JAN 03 Al 1 'ZPAZ R6QVD r[IR M NEW YORK WTATE STA1r It AA►•WAL' PANEL BOX LOCATION MAY VARY DASO2 9-3 PANEL BOX LOCATIONIN BASENENT 4 - OF SEMENT MCMEELS-----1 ; __ -_�-----�---- --------------------� r-- ---a:•s=s=--- - CT ---11 14-2 14-2 DB 10-2 IP-2 to 12-20 Q e 11 1 I 1 1 1 OPT. I O OPT. LT. j LT. 12-2 1 ' I I -----� 1 OPT,LT. ._. _-__ L O II -- 1 14-2 l r- ---------Q Sa Ih' -----41 IL-------- -- ------- -------- 1 I 11 ; 'Y 1 m ---- L L-- --------- -- , I \\ I 1 1 l 1 1 r----- - i I t l __J _ 1 L� _--__-- -- __- --------- _ _ f0 O 74-2 1 I 1 I1 , OPT: 1 O I�OTE- 1 1 I WHEN RECPTL ARE INSTALLED, I . I I I I I I STARS 1 IN OPTIONALGARACfS THEY 1 1 SHALL K Girl PROTECTo -- T------� , 11 J 11 �r------------------------------------- I 11 \ 1 ---- I \ OP . - b --- b . s OPT. OPT. 1 11 13P AN. S ORs711 r-1 1 LT LT. 1 L----- �I BE ITTED FVFt 1 VIEN WIT T i 1 I I I L 1 1 1 14-2 ----- IS ID 1 1 I II -------.........-j - 11 II L____J II 11 1 _____-____JJ 1 1 1 I DB _____ - L------------i-----'r ----- yr ' li7 TYPICAL WIRING DIAGRAM IRr mnvnuAL nmrim rm m cT WRW' _ DIONVIDUAL WVdWr.MAGVM AVARAXIE I � 1 i LIII N71E 1 r-- r . o 1 II li i- �6 I 1 + , n in WIRE TO)r TM.LAI N 13 FUM FT)R - VIK 70 D/M021 T 6 D02 OETE[11R It Tj4k4 IDR.WALLSHEATHING - . ` T ✓� Ab (v7JYi d,• go � 4'VIDE.Olf. � �• � p - ALJRL QQRID • rk --- j STRAP.RUN FULL 3/rxr LAG SCREW In • • - M.DF sn", • • R PER M,rRDlf SELL TAPDNG SCREV WITH « • L REAR Ukl-Slro STAR vArESR .N�,;• •� TMIRD►ARrY� - ING I� s F i 1 i ---- O*-SITE Aux Sinm 10• •• 3/rx3'LAG SCREW 11R I, O \!�� ♦,, _ E1J1 -k i i - `�— A"timARr�aDiG THRu sTR/wsID �♦ 1 AWL amlwwG •!s! 1 . sTRAr t1arT 1 IJ U 11-2W3l ALUMINUM SIDING GROUNDING DETAIL JlP �1uAlMrnlar 80 s' L(C / s•r 117 NRlCflar slfR r, mxriau, ti IAIG[ (q•)In-MAll lar"7-011110 MASTER ELECTRICAL PLAN — IRC INV- OSL/DRP �TI a JAN 03 svc to A l 'RESERVED POR M NEW VOR[STATE STAMP 6 APPROVAL' an c}• 1800V 750V U 1`JI 12-2 ImV M/U 'mV 0-3 r--- --�.____ __ EUCCT.NQP OI r 16 812_3 O 1 L , 12-2 1 ]• Oq UNIT 'I' ------ -----1 7MET qr I© a 1 1 19 , __---_____________ (� 1 a 12-2 _____ _________ _ _ ___________ ____ 1 12- `''�._f4='1J 12-2 O LT o------ ---- ---=--------- __ L .� arae m nR 1000V S. 2 a O .J To 1sT ►RR sort a 12-2 ELEC. DROPS 1!'2 w----'t Sa S tr 2 - ® ' _ a j 14- ' 1 ® 1 I 12-2 1 S I L--- -- L a=2 - --------- -'L --- ---- ' ' d 2I H � UNIT 'A' aL f o '�-------------------- ---� L J LOON Ia00V Sa 20DOV 1 1B00V TYPICAL SECOND STORY ELECTRICAL I TYPICAL CAPE & IST STORY OF 2 STORY ELECTRICAL awl f2-2 1tmV n jiff �I IraL1 W3 ----- _ __O_-- _�_ TYPICAL PANEL A"LDGflOI I L--"T r----------- rM CRAVL SPATS Int ELM DOOPS 12-2 L ® L L LI ®f 34-2 ------ P. TYPICAL APPLIAMCE AM MCCYOMCAL ' [� • IM CNAVL MODELS --- ,dpy 1 200py r 1 i i ire I 9• 4 4 D PARTY, TIED '. tow lew q* In NorEs� TYPICAL DUPLEX ELECTRICAL � a�����' L THE ABOVE ELECTICAL PLAN IS SHOWN AS A TYPICAL LAYOUT UN ONLY FOR ADDITIONAL NOTES AND CIRCUIT SCHEDULE SEE NOTES SUBMISSION SET DRAWING All, Al2, A13, A14 2. HEATER SIZES SHDVN ARE FOR ILUSTRATION PURPOSES ONLY L THE ABOVE ELECTICAL PLAN IS SHOWN AS A TYPICAL LAYOUT 7Q pYI!Av A_HEAT LOSS CALCULATION WILL BE DONE FOR EACH INDIVIDUAL ONLY FOR ADDITIONAL NOTES AND CIRCUIT SCHEDULE SEE .�ZP�+X �� FLOOR PLAN FOR ADDMONAL HEATING NOTES AND HEAT LOSS SUBMISSION SET DRAWINGS AS-Al2 INFORMATION SEE SUBMISSION SET DRAVINGS A14 2, HEATER SIZES SH12VN ARE FOR ILUSTRATION PURPOSES ONLY f OMPS, SNC. 3. ELECT. CIRCUIT LEADS FOR UNIT 'C' TO BE RAN IN CEILING TO SPLIT V/ LABELED A HEAT LOSS CALCULATION VILL BE DONE FOR EACH INDIVIDUAL A47 =ZW SMN, yEDpU939 PA nM 'AMP' C1311ECTORS FOR ON-SITE CONNECTION TO LIKE LABELED 'MIP' CONNECTORS FLOOR PLAN FOR ADDITIONAL HEATING NOTES AND HEAT LOSS (670)677-2SM RAI Nn-*M IN UNIT 'D' ROOF CAVITY, CIRCUIT LEADS FOR UNIT 'C' TO BE DROPED DOWN CHASE INFORMATION SEE SUBMISSION SET DRAWINGS A14 ALONG WITH UNIT 'D' CIRCUITS AND COILED (W/40' COILS) IN SECOND STORY FLR. TYPICAL HEATING AND ELECTRICAL — IRC JOIST FOR ON-SITE COMPLETION IN BSMNT. BSL/DRP. a-M18 JAN 03 RE10 sv6 A 1 3 HVAC NOTES 'SPACE RESERVED FOR THE NEW YORK STATE STAMP OF APPROVAL' 1. FURNACE (SEE MECHANICAL EQUIPMENT MANUAL> FOR INSTALLATION INSTRUCTIONS 2. ALL GAS DR FUEL LINES TO BE INSTALLED DN-SITE BY HVAC CONTRACTOR 3. FLUE PIPE TO BE INSTALLED DN-SITE 4. DUCT CROSS OVER AND RETURN AIR IN BASEMENTS TO BE INSTALLED IN FIELD 5. INSULATION WITH A MINIMUM THICKNESS DF 1 1/2' SHALL BE INSTALLED ON ANY SPACE HEATING DISTRIBUTION PIPING LOCATED OUTSIDE OF A CONDITIONED SPACE. 6. INSULATION VITH A MINIMUM THICKNESS OF V SHALL BE INSTALLED ON ANY SUPPLY DUCTS LOCATED OUTSIDE OF A CONDITIONED SPACE. HVAC MATERIAL SPECIFICATIONS 1. FURNACE (SEE CALLS MANUAL) 2. KNAUF-FIBER GLASS DUCT SYSTEM- EI475 3. ATCO RUBBER PRODUCTS-6' CLASS 1 FLEXIBLE DUCT. (SEE CALC.S MANUAL) 4. SHURTAPE TECHOLOGIES, INC: DUCT TAPE SILVER-PC600 5. ACME MANUFACTURING M (SEE MECHANICAL EQUIPMENT MANUAL) FLOOR REGISTER HOOTS �f f - f i f RETURN AIR SYSTEM TRUNK LINE 16'x16' RETURN AIR 16'x24' GRILL fRETURN AIR l � l GRILL f a W S o � 61 V A Qr- z H f0: w W t` H 6' FLEX DUCT FLOOR REGIST T NO. 60C 90' x 6x1 GIS NO. 59 CENTER E ~- !— 18 CR11rUVER SITE-ftTALLED —�' RESISTE 301� OPT.POVER VENTER - - , G ••••'� tot VENT 1r-i it �fr_y •� ///`���"� 7ffi�tiyBON •/A�� GAS FURNACE �� - - = • '! T , S - �► iii• i :, • :• PART7. i BASEMENT MODEL a CRAWL SPACE - 9• . ���' a LIJ, L) i f OAf,FS, INC. 247 DS N"52&N, AEMBLEBD7tC, P! 17842 (670)-837-2333 ldI SS7-O2S0 HVAC SHEET - IRC REw RVG w BSL/DRP Is JAN 04 A� 4. 'SPACE RESERVED FOR.THE NEW YORK STATE STAMP OF APPROVAL' 1. INSULATION WITH A MINIMUM THICKNESS OF 1 1/2' SHALL BE INSTALLED 7wc Nora ON ANY SPACE HEATING DISTRIBUTION PIPING LOCATED OUTSIDE w>� OF A CONDITIONED SPACE. AM vrm 2. INSULATION V17H A MINIMUM THICKNESS OF V SHALL BE INSTALLED ON ANY SUPPLY DUCTS LOCATED OUTSIDE OF A CONDITIONED SPACE. lot wo rm AM�raw TRUNK END TO END w� ' STARTING COLLAR 6' REGISTER BOOT TO BOOTS STRAP OLLARSX TRUNK LINE T❑ CROSSOVER SEE CALC.S MANUEL 6' FLEX DUCT If I HDOI J I II 1 I II 1 L----JL----J 1 1 - .- - ----------- ---- -------- -------- -- -------4------4-- - - -- - --- -- ® 4X10,. 4X12 2x18 FLOOR REGISTERS I 1 1 I I ® 16x16 RETURN AIR GRILL `— ---- -----i— 'X18' ❑SD INSTALLEb ---- --- 1--- ----- I Li --- W-I--J do O 1 J I � 1 = I in I 0 +,o •••0 - ---------------- - -- - - ----- 1 I N 1 • ``• � 1 6'x42' ❑SD SHIPL❑❑W 1 i x 11 1 ••C1 I I 1 1 -----I I i ,, IL,� owl • L-------------- 1- ------ --- -1------------i--- N• 'amFAM. CLc I 1 �•• • ----- Aw 1 - • •• ,7 ------------- ------ --------------- -------- -Im- - 1------------1------�- I ♦,, •• ••; 1 6'x18' ❑SD INS I ALLE 1 I ' N � 1 -- 1 - Jul , Y"�AV .iZ= �"°' ArOA&S, INC. 247 DS mw sum. mmDurAmr, PA 17842 (670)-837-2333 PAr 837-0290 HVAC SHEET - IRC BSL/DRP 18 JAN 03 A 4.2] HVAC NOTES f 'SPACE RESERVED FOR THE NEW YORK STATE STAMP OF APPRIIVAL' L FURNACE (SEE MECHANICAL EQUIPMENT MANUAL) FOR INSTALLATION INSTRUCTIONS 2. ALL GAS OR FUEL LINES TO BE INSTALLED, ON-SITE BY HVAC CONTRACTOR / 3. FLUE.PIPE TO BE INSTALLED ON-SITE T 4. DUCT CROSS OVER AND RETURN AIR IN BASEMENTS TO BE INSTALLED IN FIELD 5. INSULATION WITH A MINIMUM THICKNESS OF 1 1/2' SHALL BE INSTALLED ON ANY SPACE HEATING?ISTRIBUTION PIPING LOCATED OUTSIDE OF A CONDITIONED SPAC S. INSULATION WITH A MINIMUM THICKNESS OF V SHALL BE INSTALLED f ON ANY SUPPLY DUCTS LOCATED OUTSIDE OF A CONDITIONED SPACE. HVAC MATERIAL SPECIFICATIONS 1 L FURNACE (SEE CALC.S MANUAL) ` 2. KNAUF-FIBER GLASS DUCT SYSTEM- E1475 IT 3. ATCO RUBBER PRODUCTS-6' CLASS 1 FLEXIBLE DUCT. (SEE CALC.S MANUEL) 4. SHURTAPE TECHOLOGIES, INC.- DUCT TAPE SILVER-PC600 f 5. ACME MANUFACTURING CO. (SEE MECHANICAL EQUIPMENT MANUAL) FLOOR REGISTER BOOTS f I� f f f f FLOOR REGISTER BOOT NO. 60C 90• ANGLE REGISTER BOOT NO, 59 CENTER END RESISTER BOOT f f I CL s 1 a 1 ~ a W ly _ OVAL DUCT TO D W SUPPLY 2ND FLOOR u t U D W s� of 6' FLEX DUCT FLOOR REGIST x A No. hoc 90• p'4:4,�LL--'• REGI AI)s x 6x1 NO, 59 CENT • s— f— —► RES Eti • 18 CR ER SITE-1tTALLED OPT.POWER VENTER �� y -s' ` -• PAM, GAS DIREFURNACE - �\ �VENT Op � _ ,y �` • 9•. : • �i •.� BASEMENT MODEL CRAWL SPACE , Q � � II W p p Z Q -*4yp Z tY0AfFs,, INC. 47 as x"—. .m- w, PA 1780 C3 jur my-un HVAC SHEET — IRC RATE .-m wG b BSL/DRP 18 JAN 03 A l 4.3 'SPACE RESERVED FDR THE NEV YORK STATE STAMP OF APPROVAL' Tin 7W R NTM*M 'PA STARTING COLLAR TM 6' REGISTER BOOT TAPE AND STRAP FLEX TO BOOTS L COLLARS SEE CALC.S MANUEL 6' FLEX DUCT TRUNK LINE TO CROSSOVER TRUNK END TO END 1. INSULATION WITH A MINIMUM THICKNESS OF 1 1/2' SHALL BE INSTALLED ON ANY SPACE HEATING DISTRIBUTION PIPING LDCATED OUTSIDE OF A CONDITIONED SPACE. 2. INSULATION WITH A MINIMUM THICKNESS OF I' SHALL BE INSTALLED ON ANY SUPPLY DUCTS LOCATED OUTSIDE OF A CONDITIONED SPACE OVAL DUCT TO SUPPLY 2ND FLOOR HOO 10 1 u 1 ii 1 u 1 -- — --- --- — -------- ----- -- ------------ ---- -- --- 1 fffnn 1 1 'x18' DSD INSTALLE 1 1 1 1 ® 4X10, 4XI2 2x18 FLOOR.REGISTERS I 1 I I I L 16x16 RETURN AIR GRILL ------1- -_--- ------ _i___ _-----i--- W -L--J 1 E] 1 1 ILI x 1 0 1 o C3 ab T do I lb -- ----------------- ------------------------ ------------ - 6'x42' OSD SHIPLOOSE i x ' • N0 .ARrY, L+-1 � �•• .'�"L--___"-----------------J--------- --L-_----------T- V • • AM -------------- "� 1 SD �- ----------- ------i--6'x1 -- ----INSTALL i-------------- ---- --i-- ---- ---- JUN N 1 BOlI/�'S, INC. u, ,f- cra. �a,ari wet r. Isar, HVAC SHEET - IRC BSL/DRP 18 JAN 03 A l 4.4 Itcc va M M NEW Ym VAT[STMT or AP'wvAL' RANCH BI-LEVEL CAPE PLATE TWO FAMILY A-2 �� •'d '�► XLTIO TO sanxr�GIRDER TW❑ STORY air PARRS c v" vArnt PROOF 9 yr STN DARM PIPE RELOV GRADE STEEL alum Ic• Ra R7R! �Q, CDC. COVE .a>WT 1• Ra>N< PERF. DRAD1 1/r.�R'rY' STL.R'VfTH _ AS RERA� - 1' cDC. FLOOR !/!' RdA R1 AS RE!]R. SEE DmvnuAL rLum PIAN ►m. V.D. y L'ONi.CDC i FOOTER 1' GRAVEL NIL. V.R. . � FOOTERS opt� : e►'" � 30' sn FOOT FDR TWO STORY WING SE TION FOR EXT. WALL INT. COL. INT. PIER SPLIT LEVELS SPN-Lr%fL in LIT T's AND L's C bar TYPICAL F❑❑TING DETAIL 01 N 1/2' THICK giTAL WASHERS - --- -.6'x6' COLUMN - �. TDP PLATE .t 1/2' DIA. HOLE FOR 1/2' 1/4' LAG SCREW _ DIA. LAG SCREW TOP VIEW FRONT VIEW M03= PRATE EYE L PDR NOTES, 1. 8' CONCRETE BLOCK PILASTER REDD. WITH 10'-0' MAX. IF BACKFILL EXCEEDS 5'-0' ABOVE FINISHED CONDITIONS TYPES OF SILL ANCH❑RSR AND LOCAL REQUIREMENTS. 2. CRAWL SPACE FOUNDATION REQUIRES AT MIN. AN 18'x24' ACCESS OPENING FOR VENTILATION 1/3 OF 1% OF FLOOR Rur ►vr UNITED iD AREA PROVIDED BY CROSS VENTS MADE INSECT 6 RODENT PROOF WITH SCREEN OR LOUVERS. MIN. CLEARANCE BETWEEN WOOD MEMBERS AND INTERIOR GROUND LEVEL IS 18' 41 3. WINDOWS OR VENTS (INSTALLED BY BUILDER) ARE REQUIRED TO PROVIDE 1/150 OF FLOOR AREA AS FREE VENTILATION „,,��� • n. �0 AND SHALL BE LOCATED AS CLOSE TO CORNERS AS POSSIBLE t' IT 4. IF WINDOWS ARE INSTALLED IN LOWER LEVEL OF BI-LEVEL UNITS, VENTS MAY- NOT BE REQUIRED. CHECK LOCAL REQUIREMENTS. ♦ a.L * tg+laxsorl ✓- 5. PERIMETER RAIL ATTACHED TO SILL w/6d. NAILS 16' O.C. Q•� AUB®tT ;� 6. FIRE SEPARATION WALLS IN DUPLEXES SHALL BE CONTINUOUS TO BASEMENT FLOOR (ON-SITE BY BUILDER). t� RANCH zRx DNDRKIDwL Nrtixp PLAN 7. APEX HOMES, INC. WILL NOT ASSUME ANY RESPONSIBILITY IF COLUMN SPACING BY BUILDER/OWNER EXCEEDS MAX. �• '� a SPANS SHOWN ON LOLLY COLUMN SPACING TABLE. • �I-LEVEL ___ --------------------------- L _ B. LOCATION OF WASHER, DRYER, WATER HEATER, 6 FURNACE IN BASEMENT TO BE INSTALLED PER STATE L LOCAL w CAPE R ~f R i CODES (OWNER/BUILDER RESPONSIBILITY) v Ngo • PARTY. rat TWD FAMILY R iUE VY SIDES 9. ANCHOR BOLTS SHALL BE PLACED SO AS TO NOT INTERFERE WITH FLOOR JOISTS vI ��• 6 •`�� TWO STORY R ; DUPLEX NDarL ocY ♦� •...¢�•�'� R i 10. SIZES REFLECT WOOD TO WOOD DIMENSIONS OF UNITS ALLOWING SHEATHING AND SIDING TO OVERHANG FOUNDATION. IF 3/4' FOAM INSULATION IS USED, INCREASE THE FOUNDATION IN LENGTH AND WIDTH BY 1 1/2' TO MAINTAIN ������► R N PROPER OVERHANG, THIS APPLIES TO ALL MODELS. L'J L°J R LE 11. ON-SITE INSULATION IN FLOORS OR ON FOUNDATION WALLS AS REQUIRED TO HE BUILDER RESPONSIBILITY AND TO SIX R ll BE DONE IN ACCORDANCE WITH ALL APPLICABLE CODES CHART TTS. TVP' tYr. 12. ALL CONSTRUCTION AND MATERIALS BELOW THE BOTTOM OF THE FLOOR JOISTS IS BUILDER/DEALER RESPONSIBILITY AND IS TO BE DONE IN ACCORDANCE WITH ALL STATE AND LOCAL.CODES. DETAILS ARE SUGGESTIVE ONLY. R i 13. BASEMENT COLUMNS SHALL BE PLACED UNDER ALL SPANS >5' FOR T”low"yp LOAD TRANSFERS / P fz"jtrAw 14. SMOKE DETECTOR TO BE LOCATED AT BOTTOM OF STAIRS. SMOKE DETECTORS IN BASEMENT SHALL BE RESPONSIBILITY R R OF BUILDER TO PROVIDE AND INSTALL (COIL WIRE BY FACTORY) IIOAfFs. INC. ------------ '---- ---` - - ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND WILL ALARM IF IT DR ANY OTHER DETECTOR GOES OFF °+>(10") - Pr 1D PA I7RiIi -- ----- ----------------------------- L ----------------- - ------ (Nrsol yrs-ws r�z ass-ano NarE „ 15, FOUNDATION DRAWINGS ARE RECOMMENDED ONLY. ACTUAL FOUNDATION DRAWING MUST ENGINEER OR REGISTERED ARCHITECT. TYPICAL FOUNDATIONS — IRC 16. FIRE SEPARATION WALLS IN DUPLEXES SHALL BE CONTINUOUS TO BASEMENT FLOOR (ON-SITE BY BUILDER) SAM BSL/DRP 18 JAN 03 Ove w A 1 5 '.E'SOIVO f171 TIE WV YOtl(9TATE TTMW Or A MOVAL' SEE INDIVIDUAL FLOOR PLAN SEE INDIVIDUAL FLOOR PLAN SEE INDIVIDUAL FLDDR PLAN ------------------------------------------------------------ ' ------------------------------ -- -------- --------- i 1 1 1 j 1 ------------>•-r-----------; 3 BOX UNIT TWO FAMILY 1 1 1 1 5 r--I r--s r-1 1' I j i i 5 r—� r—1 I' a 1 l01 lol lol 1 I 1 t 1 Loi l_J L_J LDJ 1 1 LOj `❑j 1 I ne t 1 r—� r—� 1' ti fol 101 1 1 I I SEE NOTES SEE NOTES SEE NOTES SEE NOTES SEE RTES I ' L_J L_J ,SEE NOTES SE NOTES SE NOTESI 1 j I 1 -SEE NOTES SEE NOTES SEE NO ESI ti W 1 1 1 11 1 �-----_-___-s-1_----------J ' W I r-1 r-7 - r--1 r-1 N 1 I O I 1 0 1 1 0 1 1�1 j L_J L_J L_J L_J y 1 ; ------__-_-1-1_-___-_____J _______________________ 1 i SEE NOTES SEE NOTES SEE NOTES SEE NOTES SEE.NOTES i -------- ------------J I L----------------1-1----------------J= --------_--------- J I SEE INDIVIDUAL FLOOR PLAN --------------------- r-----------z-r------------I 1 t 1 1 I I I 1 1 I W I 1 I W ILL---------------------------J L-----------------------------i Cr----------------z_r---------------- 0 -j ---------------Gi i i NOTES, ��� nye.A�I�, 1. SEE CALCUALTIONS MANUAL SECTIONS #4 THROUGH #15 �,, '� r•-+'�• 6, 40 ? 'FLOOR CENTER GIRDER' FOR MAXIMUM BASEMENT SUPPORT �� ' TI�+NYiorr •� I I ; SPACING BASED ON GROUND SNOW LOAD, ROOF PITCH, �' dt A[lamT MODULE WIDTHS AND TYPE OF STRUCTURE. mb :ow r-1 r-1 r-1 r 1 • • N 1 101 101 101 r I I 1 l-J L_J L_J L_J ti , 2. SEE INDIVIDUAL FLOORPLANS FOR ANY ADDITIONAL (ni .�. • ��leTn I 1 SEF NOTES SEE NOTES SEE NOTES SEE NOTES SEE NOTES i COLUMNS REQUIRED TO SUPPORT CONCENTRATED LOADS �'. 1 I ' FROM ABOVE. AS INDICATED BY AN ASTERISK (39). ♦jam •. �•`� <� i� Ns,a I ----------------- r—Z---_____________r Z--------------------------------------------------- J ' 1 1701 Pt/!A/ SEE INDIVIDUAL FLOOR PLAN S us mmwAr au it. mmutim PA t7sa (970)S&P-4S"FAr I17-0[N TYPICAL FOUNDATIONS - IRC sn BSL/DRP mm JAN 03 IEV ]MG ID A 16 'SPACE RESERVED FOI THE NEV YORK STATE STAID ri APPROVAL' SES DWG A34.DETAIL ELG !3 TMU 2 - SEE WG AN M.a NET AL - KR.RAWrE HOOD L SEE DWG A34,AMS.METAL ML.I MATH ODMIRCT mrnxw 93 TAW It L3 TIRU It •• - 1 Ir mw An Fuw 1 11 r I 1 m Rom I® � RM[f I® S BATH KXK*A= D&VAM RJTLET _ r � AM FL[W r r-W m'On SEE DWG AU LAN,DETAL sCLOTHES lwm j - - OeM=LMA DeLLATM mam" - cm-am DTIC M! J=TS --- By rACFORr _ - - ------- Mr nauR . CAArt1EVCtwx it SR D r /�Ir AWS AK�A� m TTIGT�fD.1 PUTT Ra. - 1 mDM GALV.TTRIOTE SHIELD W l MLATTDMWWTE BY DLDO OVyl/!9D6L Lr DI DRfDE M D D LI• OPD4LL NKTALLATDMr MIFARM - CAULK 1 r DAsDOR WALL ARE ICF DIILLATED' ------_ sas !RW m1 m I!•cauls[CIU W, r SOLA rACTOW CAP -- -------45 ti,„F NIL 7 i i Y3!• AMrHM DOLT LCOr WALL EVERY OTHERrum rTImcm vau ATn1 am-sm Mr LI Orr DODIEIR M FMDOATIDR WALL) usubm r slleoElTr WALL ARE DwIEAro Cas M mo T•ATD D4Fi WN rUOOR DeLLATLI DrSrM sr DULiD OR ?TmML WTALLATMDI DT Wh&FACTIRM - L,!'rat PMGD6 COVER F MASDIOR WALL ARE NOT DWAAro 1 W/Drnmcb=COATTDG Ir tot sLAD vi P� L1 VDI[1[MD lReevr . 4R■r ':.. •SII''•, GAL R r PDOmTn MAW TLE my USI UPI Lum IV GRAVEL DO IDstool-Ir e4' LANDDGII AUiPDM M W Cawrwos %' TYP. BI-LEVEL CROSS SECTION SEE DVG AN L Alb.DETAL r TYP. RANCH CROSS SECTION D NOTE, SEE WJG AN L ATO DETAL A 8'-9' CEILING HEIGHTS WILL REQUIRE EAVE OVERHANGS AND RAFTER EXTENSIONS TO BE SHIPPED LOOSE AND INSTALLED ON-SITE BY BUILDER USE OF 8'-9' CEILING HEIGHT SHALL DEPEND ON ACTUAL MODEL LAYOUT AND WILL REQUIRE A RAFTER ROOF SYSTEM (MAX. CLG. HGHT. FOR A UNIT AM MW WITH A PREMANUFACTURED TRUSSED ROOF SYSTEM SHALL NOT EXCEED 8'-0') TYP. CATHEDRAL CROSS SECTION 24 RW(AREAS IIOLORas FLR DiSLLATMN BY W&ER OR-SrTE M ACCESS TO IDDL Dai►.FOR SERVMDM OPTIMAL neTALLATM1 BY RMRFALT1elER KGALV TODGTE sIMLD V,3'11r avoDwG ON Deaf t rl OE NEW TWAro SLL MIUOR MELT vrxlr L+'OVERlIANG W > BI-LEVEL OR SPLIT Q $•09'Encuc fF W rDAmATTD1 v .Ic•xIL•col PIER LEVEL CANTILEVER6 L PMM)9IC LC CDC.PAPA" ruza �� ►ARM vAPM MAIRIID v,arnRmae - -- LDC Lac 4'nava>m ''+,`• COATDG r� COMG rTG IE]fl4lQ4 1: .E ST'DIY - sQ DVG AM4 L All DETAIL L Z - .: 127CT0'7CI0'! SI. DRADI TILE - SEE DWG LL DETAIL X - /I N L M w corrW+ole LAND" 6+D_ F4;/ "a• V l�O` v� SEE DVG Dl,MRAL D - SO DVG A34►AN METAL I BI-LEVEL VITH =ppx /Iri/iC"w FLUSH FRONT HOW( S, INC.J TYP. CRAWL SPACE CROSS SECTION srT D:m suer.AGDsessM ti rtsis CRAWL SPACEVERTLATMI SHALL K PROVIDED W THE AIDUR (M)"T-AW FA7 SM-ORM OF NET rNX MCA OF IAW W CRAVL SPACE MEA - A&PRfft AICA"L0AY K u.nsE To INC`0ALLY OP coED L TYPICAL CROSS SECTIONS — IRC A!PRACTICAL Alm MAY Y PROVIDED VITH lwaMLLY?CRATED LOWERS. BSL/DRP 17 B JAN 03 � �� A 1 7 'RESEWED FOR M NEW YDLR(STAT[STAMP OR APPROVAL' it SEE DWG A33,DETAIL M L M NOM r-r COLM MCOITS VD.L REOImE EAVE OVEIUMMFS AND RAf-M O[TEIICmLi TO BE SHOPPED ti—AND USTAUED OM-SSTE BY KAI-K! LRE OF r-r CEbD6 M CMW SMALL DEPEND DI AC71ML M®Cl urour AND V01 REDUDE A RAFTI R Ills SUM(MAS.t1L MGMR.FOR A UQT y WRM A PREMAMiACflS1ED TRUSSED RMF sYSIDM sMMLL MUT OB:[ED sr-r) } ! 7 w wx PPm"riM I �( INTO STAOlVICLL RYP) SEE DVG A33.DETAIL P s¢DWG A34 L A33,DETAIL D SEE WS A34 L A33 DETAIL! - Q.!rn► _ F1!L ML PERIMETER D611ATEN ^ 'r ]INSTALLATION - JG y 6TALLATION BY AN FACTIAER D4V!R!7 7/!' OR•73/4'- aR!7 7/r BdT InM7* . r-r c r HT O5•EMB[DIE)R D4 FOLIDATION WALL) ` pM !IV ISR!7 3/4' CIES BVG A24 L A35,MUTE 9) SR!7/r NON PETONEM D6LLATIM ON-SM BY my W Lr LIR!7 7/8' LIBER IF DASEW T WALL ARE 04LLATED M!7 LY wo - r-r CLS MT FLOOR DtpLATMN Oh SM BY LBLDER OR 94V OR!r OPTION& D6'TALLATID!BY wMAFALTILEI! 311t!7 7Ar a BASDLOR WALL ARE MUT DISMAYED PJW ON V LTO!!w r x!r !7v OM LP �p�( !7 yr rDm LiADC -I'xxy -- ---- EU TRGTD mL PUTS ML!7 w XO LT BT wnr M4 NV ar tM>EDIENT DI rI%DATIDI WALL) 31t!!w IO!! V4' Kxm j 3 w MDL DU STL ta.OtEFU TO •r FOUDATDDt DWG)'OR FASTENING m FTG L MR GD)DW 24W "!D w �I 4R!Ir - - ewav $ Ir Ca-Q AS/ IR eR B- !w TYP. IN LINE SPLIT LEVEL CROSS SECTION !r CCLID C pal W/ !LSI - - . 4' SOLID CAP 4'PE%TJIATED DAW Tnt BL.POLYE7)lUL VAPOR BARRIER 14 BAR GRAVEL BED - 5 DEF DVG A35.DL'TAIL M TYP. TWO STORY CROSS SECTION NOTES, 1. ALL DETAILS FTG 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 SEE DVG A45 FOR SPECIFICATIONS ^ 4. ALL INSULATION MUST HAVE A VAPOR BARRIER TOWARDS HEATING SIDE 5. IF UNITS TO BE ERECTED IN A GROUND SNOW ZONE OF 30 PSF OR LESS, ROOF TRUSSES MAY BE FTmancDWLm R PrED ATEN -tM BY SPACED AT 24. O.C. t�V BASDMLT(T WALL ARE DSLLATED S. 7/16. OSB, EXPOSURE •1, SPAN RATING 24/16 MAY BE USED ONLY WITH : nm PauATzw BY to SUPPORTING ROOF STRUCTURE It 16' O.C. OPTIONAL RCTM1Atm1 BY MLWSFACTLM 7, ANY ADDITIONAL SMOKE DETECTORS IN BASEMENT MUST BE INSTALLED PER STATE/LOCAL CODES CAMS V 1ASDOR WALL AK Mar TMSLLATCD ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND VILL ALARM IF IT DR ANY OTHER DETECTOR GOES OFF aaLn 8. ANY OPT, EXTERIOR SHEATHING MUST COMPLY WITH CURRENT CODES Of NEW 9, ALL OPENINGS IN BASEMENT MASONARY WALLS SHALL HAVE A PRECAST LINTEL TOP ON-SITE xx ` 10. FOR GRADE i SPELIES OF INTERIOR AND EXTERIOR BEARING STUDS, SEE CALCULATIONS MANUAL TWA70 BULL PLATE ANCH M BOT velar cALv.TERMMm sMlELB W'nocaMlo(r w vluD+TTLRI 11. TEMPORARY 2X4 DEADMEN INSTALLED AT 48' D.C. IN ALL MARRIGE VALL OPENINGS GREATER THAN 4'-1' FOR sM A W N S LIFTING STRENGTH v VrON DRDDE 3/4'OM OUTSOE 12, THE SWING OF A DOOR OPENING ON A STAIRWAY SHALL, NOT OVERLAP TOP STEP. 13, INTERIOR FINISH CLASS C DR BETTER FDdtN OMDE 1TARD ARTv' 14. EXCEPT.VHERE SINGLE MEMBERS ARE ADEQUATE FOR THE LOAD, JOISTS SUPPORTING ONE STORY 3 w MDL BEw En MFA DEru m FR r Not, DK FTL m-FASTDIIIING TO NONBEARING PARTITIONS WHICH ARE PARALLEL TO THE JOISTS ARE TO BE DOUBLED AND MAILED TOGETHER F76 L rUt GDIDOD WITH 1Dd (DR EQUAL> NAILS AT 32' O.C. DOUBLE JOISTS WHICH ARE SPACED TO ALLOW FOR PLUMBING ETC, 2 ARE TO BE BLOCKED AT 32' MAX, �rB�PA6NG=CO J 15. ROOFS TO THERE RESIDEND AT TIAL CODE � NEW YORK6D/65 OR BOM SSTA EEFIGGUURREAR3o1.2 ER S)OCATION OF HOME ver-�W/ Nom• 677 , 16, STAIR HANDRAILS TO BE 34' ABOVE EDGE OF NOSING 17, STAIR SOLID HALLDS TO BE DR OPEN WNIITHALLED ON INTERMEDIATE RAILS OR BALLUSTE SOF STAIRS SITE BY PER STA E/LER) GUARDS TO BE EITHER DCAL CODES 4'►RATED DRAD(7DS i ) &L►d 18, STAIRS CONFIGURATION TO BE MAXIMUM RISER HEIGHT OF 8 1/4' AND A MINIMUM TREAD DEPTH IIF 9' vArl 19, STAIR RISER - THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST w. ul BE 6. 4�°� / HY MORE THAN 3/8'. THE GREATEST TREAD DEPTH VITHIN ANY FLIGHT OF STAIR SHALL NOT EXCEED THE ~wt�M� uIL Rrn =P�x --��-�- SMALLEST BT MORE THAN MIL 1lSt47O4[DIG nc RR D(LB.ATIDM orsm DY HOAf�T.s'A Myr. 20. EXIT STAIRS 3N A TVD FAMILY DWELLING SHALL BE ENCLOSED BY A 1-HOUR FIRE RATED ASSEMBLY LEDER OR PTIOML D=Pd I ATS M Ow lR"awl YANEBIUAC 1Y 17842 2L SEE PAGE 10 FOR INSULATION REQUIREMENTS BY w1MFACTLNER (MJ&"-AM Liz us-ANSO 22. STAIRS 3 RISERS MIR MORE SHALL BE PROTECTED BY A HANDRAIL ON ONE SIDE MINIMUM. ALSO OPEN.SIDES OF STAIRS DR LANDINGS 18. OR MORE ABOVE ADJACENT FLOOR L AT VINDOW(S) ON STAIRS OR LANDING SHALL TYP. SPLIT LEVEL CROSS SECTION TYPICAL CROSS SECTIONS IRC HAVE A RAILING WITH GUARDS) BELOW RAILING THRU WHICH A 4' SPHERE CAN NOT 23. WIDTH BETWEEN HANDRAILS OR HANDRAIL L WALL 32' MIN. L 1 1/2' MIN, CLEARANCE HANDRAIL TO VALLDAM 24. THE SWING OF A DOOR OPENING ON A STAIRWAY SHALL NOT OVERLAP TOP STEP. Br BSL/DRP 8 AN 01 REr we A 18 'SPACE RESERVED FOR THE NEW YORK ITATE STAMPA OF APPROVAL' FOLDING ROOF SECTION (EACH SIDE) 2x6 TO UPPER RAFTER CONNECTION RIDGE BOARD TO RIDGE BOARD CONNECTION (2) DUO FAST 607 NAILS OR EQUAL IOd NAILS OR EQUAL AT 24' D.C. (ON-SITE) 2x4 TO UPPER RAFTER CONNECTION OPT, DROP IN ROOF CAP /� ��� i (4) DUO FAST 607 NAILS DR EQUAL SEE DWG. 8.1 DETAIL 'E' \ 2x6 TO LOWER RAFTER CONNECTION (2) DUO FAST 607 NAILS OR EQUAL ------ 1x3 (CONT) TO RAFTER CONNECTION (2) DUO FAST 607 NAILS OR EQUAL 2x4 TO 2x6 CONNECTION KNEEVALL TO RAFTER CONN (TOP L BOTTOM) 12 2-10d NAILS OR EQUAL 1 1/2' x 10' 26 GA. STL STRAP V/ (3) 10d NAILS r AT 16' O.C. (ON-SITE) OR EQUAL EACH END (ON-SITE) 3 THRU 121 r 2x2 LEDGER TO 2x6 CONN DUO FAST 607 AT 9' O.C. Sp5w2 1/2' DIA. BOLT V/ WASHER 2f6 2x4 SPF STUD AT 8'-D' O.C. (ON-SITE) KNEEVALL— SEE INDIVIDUAL RAFTER 1/2' DIA BOLT PLAN (CALCS MANUAL) R-30 INSULATION 2x4 TOP L BOTTOM PLATE TO KNEEVALL GUSSET TO RAFTER CONNECTION (6) 6d DPT. 16/32 STURD-I-FLOC CONNECTION (2) DUO FAST 607 NAILS OR EQUAL GALV NAILS EA SIDE STAGGERED OR EQUAL (ON SITE) 2x6 (CONT) TO JOIST CONNECTION L--- (3) DUO FAST 607 NAILS OR EQUAL 2X8 CEILING BEAM TO JOIST CONNECTION2x2 MICROLAM LEDGER TO JOIST CONNECTION GUSSET TO JOIST CONNECTION EA. SIDE 3-DUO FAST 607 NAILS DR EQUAL DUO FAST 607 NAILS DR EQUAL AT 6. O.C. (11) 1 1/2' x 16 GUAGE STAPLES 8'-0' MIN. 15'-9' MAX. 8'-0' MIN. 15'-9' MAX. OR EQUAL (STAGGERED) 16'-0' MIN. 31'-6' MAX. ATTIC STORAGE RAFTER SYSTEM as REFERENCES, SECTION R803.2.2 TABLE 503.2.1 (1) RESIDENTIAL CODE OF NEW YORK STATE EVA E30-98, APA ENGINEERED WOOD CONSTRUCTION GUIDE TABLE M24 191- ■r 7/16' OSB, EXPOSURE 111, SPAN RATING 24/16 MAY BE USED ONLY WITH SUPPORTING ROOF STRUCTURE Q 16' D.C. MULTI-MEMBER MICROLAM RIDGE BOARD TO RIDGE BOARD CONNECTION (2) INSIDE L (1) PERIMETER 10d NAILS OR EQUAL AT 24' D.C. (ON-SITE) FOR EXTERIOR CLEAR SPANS DHL RAFTER PERIMETER 23511 ASPHAULT OR FIBERGLASS 2x6 SPF 112 UP TO SHINGLES OVER 15N FELT OPT. TRANSVERSE CLEAR SPAN KNEEVALL, 2x4 STUDS R 16' D.C. 12 —,3 THRU 12 2x4 SPF STUD AT DBL 2x6 CONT. TO RAFTER CONN 16. O.C. ENDVALLS (3) DUO FAST 607 NAILS OR EQUAL 1/2' DIA BOLT GUSSET TO RAFTER CONNECTION (6) 6d GALV NAILS EA. SIDE STAGGERED OR EQUAL (ON SITE) f� APA PLYWOOD SHEATHING SET 16/32 SIDE LLLLU L_ MIN. (3) MEMBER 2x6 (CONT) TO JOIST CONNECTION MICROLAM UNDER KNEEVALL R-30 INSULATION (11) DUO FAST 607 NAILS OR EQUAL GUSSET TO JOIST CONNECTION EA. SIDE (11) 1 1/2' x 16 GA. STPLS DR EQUAL STAGGR.D of NES DBL 2X8 (CONT) TO JOIST CONNECT (3) DUO FAST 607 NAILS OR EQUAL T D PARTY. y Y TRANSVERSE ROOF SYS. NOTES 1. ALL FRAMING TO BE 16' O.C. 0. 67-70% 47 2. ATTIC AREA DESIGN FLOOR LIVE R \' / r ■ ■ ■ ■ ■ ■ ■ r ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ LOAD IS 30 PSF (BEDROOMS ONLY) -- ---�--- ---i--y---•---�---� - 1---■---L-- --- --- ---i--- ---x--- ---i-- 3. ERECTION SEQUENCE OF ROOF SYSTEMi --------------------------------------- �n r�se�fuM I A MODULES ARE SET ACCORDING TO 116pwx 60'-0' MAX. l STANDARD SET UP PROCEDURES l 8'-0' MIN. 15'-9' MAX, I BDAYBS, INC. BEFORE ERECTION OF RFTR. SYSTEM B. RAISE RAFTER L INSERT KNEEVALL w mw Mm A—mff Lu-%M^" TRANSVERSE ROOF RAFTER SYSTEM — SIDEWALL DETAIL c. MAKE ON-SITE CONNECTIONS AT STEMS GUSSET AND RIDGE BOARD TRANSVERSE ROOF — ENDWALL ROOF SYSTEMS — IRC m oAtG ■en ■wa ND A C DRP 18 JAN 03 V a REFERENCES, SECTION R90322 TABLE 303.21 U) RESIDENTIAL CODE OF NEW Y13RK STATE E l MImILES 'tIACF RE31Rv D Fut M ICV rout STATE 4TANr UT AMRDVAL' EVA E30-96, APA ENGINEERED WDQZ CONSTRUCTIDH GUIDE TABLE 024 I MODULES a 7/16. OSB, EXPOSURE 01, SPAN RATING 24/16 DROP IN j MAY BE USED ONLY WITH SUPPORTING ROO' 1 Rm" i STRUCTURE t 16. 0C. SEE INDIVIDUAL FLomPLANS FOR ACTUAL GSI. j 0 7/16' OSB, EXPOSURE 41, SPAN RATING 24/16 REFER TO CALLS MANUAL FDR RAFTER SIZE AND SPACING j MAY BE USED ONLYWITHSUPPORTING RUT - I STRUCTURE t 16' O.C. . i 2334 ASP.SNDGLFS i i OVER 134 FELT i SEE INDIVIDUAL FLSORPIANS FOR ACTUALAN REi FER TO CALLS MANUAL RAFTER SIZE AND SPACING ! I � 2331 ASP. SHINGLES I 3 ! OVER 1St FELT I 1�t7lL ifF 1 IOEE WALL WALL i i 1 t 12 V Alit SPACE 1 1 MIN 2X3 GR SPF 1/r BOLT I' AIR SPACE KNEE WALL. 1 2m WAS'IER:S tBN I - S 1 7QTM SIDES 1 Lr BOLTTYP. VENTILATION V/ WASHERS ON ,�— 1 r� 1X8 SPF"AT 16' Q N•aG BOTH SIDES - 1 1 COR.RX6 LFOLDING _ DVEXIANG Lr GYP m _ - 1/e'GYP m EX6 2X6 SPFt2 AT 16. 13R 24' OL. CONT. 2X6 DBL &4 TOP PLATE ' 1/2'GYP In Itx4 TOP PLATE tr-v ar-Y 11AiU AIR FLAW - S,2' GYP 1AUD 2X4 STU= #16' tat,OR Gt4 ST%=t 2X6 STS 1 16'O1 24'0G IS, nt - PERF. ALM2X4 TOP PLATE SOFFIT 2x4 STS DBL 2x4 TIP PLATE 2x4 STUDS a 16• 11C. IR 16, O.C.UD27 WIDE 5/12 RAFTER 2X6 STUDS t 16. OR 24' O.C. BAFFLE TO BE.PROVIDED Damn INSULATION FOR 24 WIDE 5/12 RAFTER DROP-IN RIDGE SEC SEE INDIVIDUAL FLOOiPLANS_FOR ACTUAL QLL - DROP-IN REFER TO CALLS MANUAL FOR RAFTER SUE AND SPACING RIDGE SECTIO 2354 ASP. SHINGLES as 7/16. OSB, EXPOSURE t1, SPAN RATING 24/16 SEE PAGE #A26 FOR 1WOR14ATIONOVER 15# FELT PAPERS 2x6 2x4 MAY BE USED ONLY WITH SUPPORTING ROOF !]N DROP-IN RIDGE SECTIONS STRUCTURE t 16. O.C. - w 7/16. 451, EXPOSURE 11, SPAN RATING 24/16 2x2 MAY BE USED ONLY WITH SUPPORTING ROOF i STRUCTURE t IC' SEE INDIVIDUAL FLOOtPLMLS FOR ACTUAL G.S.L. 2x6 2x4 REFER TO CALCS MANUAL FOR RAFTER SIZE AND SPACING 2x2. I' AIR SPACE PROVIDED 2x4 SPF STUD I (2' REO'D. FOR MASS) KNEEVALL , 235# ASP. SHINGLES OVER 15# FELT PAPER 1/2' BOLT V/WASHERS KNEEVALL STUD ' ON BOTH SIDES 2x8 SPF#2 CENTER I BEAM, SEE CALLS. BAFFLE V AIR SPACE PROVIDED OVER INSLLAINST�ON 1/2' PLYWOOD LED FOR ADDITIONAL (2' REM FOR MASS) CENTER REAM GUSSET PLATE FOR ROOF VENTILATION SIZES AND SPECIES-\ 13'-9' VIDE, 2x8 SPF12 ' 1/2' BOLT V/WASHERS 15'-9' VIDE, 2x12 SPF#2 i 2x6 FASCIA 2x8 SYP 12 t 16. OR 24' OC. ON BOTH SIDES SEE CALCS. MANUAL FOR BOARD BAFFLE INSTALLED ADDITIONAL SIZES AND PLYWOOD LUMBER SPECIES DBL. TOP PLATE DBL 2x4 OVER INSULATION GUSSET PLATE f 2x4 OR 2x6 TOP PLATE FOR ROOF VENTILATION. VENTED SOFFIT EXT. WALL STUDS 1/2' GYP. BRA 2x6 FASCIA 2x8 SYP #2 R 16' OR 24. O.C. FOR UNITS UP TO 13'-9' VIDETYP. FOR WALLS BOARD AND CEILINGS 10' il'-10' DHL. TOP PLATE FDR UNITS OVER 13'-9' VIDE DHL 2x4 2x4 OR 2x6 CEILING JOISTS TO BE TOP PLATE VENTED EXT, WALL STUDS 2x10 SPF#2 R 16' O.C. 1/2' GYP. BRA IYP 5/12 RAFTER LAYdUT FdR x1ITC >P Td 11'-10' WID SOFFIT 1 1/2'x9 1/4' L.V.L. R 24' O.C. TYP. FOR WALLS AND CEILINGS 10' 13'-9' UP TO 15'-9' OF NEW TYP. 5/12 RAFTER LAYOUT FdR UNITS ❑VER il'-10' AND UP Td 15'-9' IN WIDTH f '.�` �N S. K(/�'O�� WINGED GABLE. DETAIL O - 1 1 1 PARTY. � r- c=) SKYLIGHT FRAMING DETAILS `� Z 2-tIN4 SPF STUD NOTESI. SKYLIGHTS TO BE CURB MOUNTED TO HAVE N� 677 �' 9 APPED IMPACT TEST s M)-FAST 607 t 1r OC 2. SKYLROVIGHTS ON STATIONARY SIDE OF HINGE R00F OFFSS(ONP` G OJ --GYP. Bn TO >E FACTORY INSTALLED 3. SKYLIGHTS ON FOLDING SIDE DF HINGED ROOF WILL / BE FRAMED OUT IN FACTORY AND SAPPED LOOSE jw mar AV FOR FIELD INSTALLATION � M 4, TRUSS MUST BE SPACED PER APPROVED TRUSS DVGS, fjtOXps, INC. SIDE . 847 W AI tJ<f/4 1HB16iBGit.lI !7/M (S")MY-WO )LI^"-US@ — RR REFERENCES, SECTION R80322 TABLE 5032.1 W RESIDENTIAL CODE !7F NEV YORK STATE ROOF SYSTEMS IRC EVA E30--98, APA ENGINEERED WOOD CONSTRUCTION GUIDE TABLE 024 >M DAM RL1A 1V0 NO BSL/DRP 18 JAN 03 A 2 8 'SPAM DESERVED FEN TK NEW YORK STATE STAMP OF APPROVAL' p e u-D yr Il'-10' WIDE 5/12 CATHEDRAL TRUSS LTA.WIDE(17-6 1/r) y --r WIDE CIV-41 Iln SEE IWiFACTLRES VVGC. FEW SPECS AND DETAILS 13'-9' WIDE L 15'-9' WIDE CATHEDRAL 5/12 TRUSS SEE NAIIFACTIRES DVGL SMDIGLEZ AND FELT AT FM SPELT AND WTAD.S . i METAL sTTurHINZ NOTEi 4-U PER SIDE asrs:ro SEE CALCS. MANUAL FOR ADDITIONAL INFORMATION yr KYVD GUSSET COVERING 16'-0' WIDE ROOF SYSTEMS OFTELD) - - p SOFFIT 2X6 FASCIA IX3 CDW. I Aux COV[1I U6 CENT. � I SU'POtT CQUINS AT D'-D'nL SUPPLED AND DISTALL.CD BY CTKFSrl - 5/12 HINGED PORCH Li THIS NOW IS SHIPPED F[LInED UPON HWSE ROSY AND LIVERED (0+-SITE) - I IT-IV VIDE (W-D 1/r) !3'-s' VIDE cIs'4 W 13'-9' WIDE L 15'-9' WIDE 5/12 TRUSS SME MAMIFACTURCS DVaL 2-DUO-FAST - FOR SPECS AND DETAILS 687 2X4 SPF*Z AT 16' OR 24.6L UFTTT MATERIAL 2X6 FASCIA 2X4 GA. ENWALL nx..TRUSS RAFTER - 0 OPT.VDIDDY PSE pF Nfly y0 S TNDU ARTY. uv yr n SHUALEs 24 WIDE 5/12 TRUSS R � � 'ORpO 67'lKYVmD RY OAW DETAILS Itk - ALUL FLASHING - - - (I7ELD INSTALLED) jw AV Pd�'X ` BOA(AS, INC. VALLEY FLASHING DETAIL REFER TO APEX HOMES QUALITY ASSURANCE MANUAL I Lr-D,.:' 1 sus US m"W. AMADLU M r-J f7242 FOR INDIVIDUAL STATE SEALED DRAWINGS FOR EACH ("s)s"-am 'ars"-am AYE ORATE PLASHIM AT EACH PRE-ENGINEERED MANUFACTURED TRUSS USED AT APEX HOMES 27 WIDE 5/12 TRUSS ROOF SYSTEMS — IRC CURSE OF SHDAG FS UX MANUFACTURES DAIGL - 1'A MTD DL\A WG1D FIX SPECS NO DETAILS BSL/DRP 10 JAN 03 A 2 8.1 •SPACE RESERVED FOt THE NEW YDRK STATE STAID If APPROVAL' Q O I 1 - R3 WINDOW R.O. WIDTH 38 3/8' HIN. HDR. RECD. 2-2x6 SPFt12 Z SEE FLOORPLAN DOL, 240 SPFl2 DDL 2x10 SPFt2 FOR OPTIONAL WINDOW LAYOUTS - SEE CALCUATIDNS - -- -- -- -- ------- -- -- -- -- 1 FOR HDR REO% 1 I I 2'-0' 5'-3 1/4' 1 2'-0' z ; 1 IL m = � t JOIST 1 y w 1 N m 9 HANGERS (TYP> 240 SPFl2 At SOLID I a .r FLR JST. ! 16' O.C. ; 1 ,, !LOCKING q t ' Q zD FOUNDATION WALL- NO 1 SECTI❑N 'AA' o Q — — .19 t O I M DDL 2x30 S►F02 j M 1 ) cn 1 2x10 SPFR2 FLP- JSTS. ! 16. OL. 1 B I B tu cu 2x10 SPFi2 I= p I SOL01 FLR JST. ! 16. OG N 1 N I DLLICKDJG y OD ja JST. 1 .N Z. - Ii N JOIST N �O �ttNGRS.I S o j HANGERS RYP> 1 x7f q A �" I " A " 6'-5 3/4' 1 3'_0• ! R3 VINDDW L R.O. WIDTH 38 3/8' 1 NIN. HDR. REO'D. 1 _ � 2-2x6 SPFM2 FIx2+DATION WALL-4- SEE FLO RPLAN 1 + M I Q FOR OPTIONAL 1 WINDOW LAYOUTSSEE t i �O Ij DBL 2x10 SPFD2 0 i Q FOR HDR REO'D.S .. Fl1RIDATIQI WALL_ J Z+ 1 -4--4--4-- - - - \--- - -- -- -- -_ -_ .J 6'-5 3/4' 3,_0• _ , DDL. 240 SPF12 DBL 2x10 SPFr2 L3'-O, '-0 6'-5 3/4' nFw C-0 DETAIL SHOWING BAY AND DETAIL SHOWING BAY AND PAM. FIREPLACE AREA SUPPORTED FIREPLACE AREA CANTILEVERING BY FOUNDATION BELOW OUT OVER FOUNDATION BELOW y Aqp NAL /�p EXACT LOCATION VARY PER DRAWINGS SHOWN FOR FRAMING ONLY. FLOOR PLAN DIMENSIONS SHOWN WILL VARY DEPENDING SEE CALCULATION FOR CANTILEVERS ON UNIT WIDTHS AND BAY LAYOUTS, AS WELL HOA s, INC. AS LUMBER GRADE AND SPECIES. 247 US X"68". MWAUDUAG, PA 17842 SEE FLOOR PLAN MASTER PAGES FOR MIN. (6>0) es>-2ssa rAr 837-a=ao L MAX. MODULE WIDTHS TYPICAL FRAMING DETAILS — IRC SECTION 'BE' BSL,/DRP °"T`' a JAN Or WG ND A 3 3 �\ O 1 'SPACE RESERVED FOR THE NEV YORK STATE STAMP OF APPROVAL' 9X4 COL 9-ur MQU ON-am 34 JII u I! 40 Z"CCM. am13 x LED= M >z Can. v » n rwv U om sm E1u aQvAu van m _ ALLK scan EXT. WALL CATHEDRAL TRUSS DETAIL 'A' ge K Pe Nir TQ W&n LAM lAA 14 - 41 SM EAM TUM 1'ImL A01 SPAM n >? 36 ON 2'1 6 x 37 i 16 u j u » a AM 17 rLDW n u ►6' L 24' DETAIL 'F' �. u u �— u » EXT, WALL STD. TRUSS DETAIL 'E' DETAIL 'B' STD. L CATH. ROOF BRG, L MATING LINE DETAILS " 40 BI—LEVEL OR SPLIT OVERHANG >P 14 43 DETAIL 'I' (STUD WALL) u y u I 9 NOTE, SEE SHEET 36.1 FOR EXPLANATIONS ON NOTES 6 9 � � u 14 H 4: 4 13 13 Cd LVL L13M Q.=T MAN= • .. VM U4 EXIU=VAus tl isil .1mNT � • - • AUA SCFM TYP, ONE STORY FLR GIRDER ERG. ' e DETAIL 'G' a to i � • OF NE{y r TYR BASEMENT WALL _ r DETAIL 'C' T twee PARTY, s >w a � z s�o o 671 p f ., _ • ' •. . .•. . J 1>Q FYI!Y _0 JYD.Y S, 7ff ~ BI—LEVEL ❑R SPLIT OVERHANG A"°""SU, matnom t Im" (nM)&"-S=AAr M-W" CRAWL SPACE FOUNDATION WALL CRAWL SPACE FOUNDATION PIER DETAIL 'I' (MASONARY WALL) TYPICAL SECTIONS do DETAILS — IRC DETAIL 'D' DETAIL 'H' m lk%M f > I BSL/DRP 18 JAN 03 A 3 4 SPACE RESERVED FOR THE NEW YORK STATE STAMP 20 13F-APPROVAL' n 20 41 NOTE, zs u in sroeM cave avlx FLAswNOG SEE SHEET 36.1 FOR EXPLANATIONS ON NOTES FTRESTDP srACE1e 12 014�-SITE 20 aaKtc GA GALv 17 19 40 HD"KATE STOP SPACER 2-10A EACH TRI=CN-SrrE 13 BLOCK AT 24' 14 12 L r US SIA F ALIAGUIUM SS SIPPO T TQ DRI ELDOV WrTN L' OR 3e ALUMDOL 1 FASCIA u STRAPS E - I7 VENTED CMAAI a 1v r MMM 00, T �� ON-SITE BY WILMER ALUM. IL N'�T W t-it IIA3L Ai IL'6�C. — — — 1+ - - - mi-SITE)eMdS MUST PENETRATE SOLID FRAHM - FDIESTW SPACER - Y MDI It STANDARD OVERHANG DETAIL DETAIL.'r U 13 It 40 R n 20 CHIMNEY PENETRATION DETAIL 26 41 M aM IWALL SOLID BLOCKING OR - - KYWIL CXASETS Enol SIDE.. ....•: FASTTHED VITH 11/rXi6 G& 16 STAKES U EACH SIDE STAGGERED � R BI—LEVEL ENTRY WALL „ DETAIL 'L' rim avmtD -- ----19 40 7 XR1CK VENEER 12 NY XUlLDe7e 2A 21 (OR SIDING) It D PORCH STOOP >t 7 XY BUILDER 9 an LAN]" 14 - SECOND FLOOR HATING LINE 174-sm NY WILDER - - METAL — — — O 1s ' 17 pf NEk. SPLIT LEVEL OFFSET DETAIL 'N' �, �Glj TYP. GABEL END OVERHANG PARTY, ISO. JOINT DETAIL 'M' TO RUM � VENT 4 7 � ••►• DX. .IOZST JOISTS NO - 1OANCEIe FLR JOISTS oAlUr INC. BI—LEVEL ENTRY WALL N :T 1� me AMFLDW TYPICAL SECOND FLOOR flOdl-'S,AN m zw s Ammoma.A h one DETAIL 'K' METAL'P arrowmrrrOLIN VENTED mFFrT TYPICAL FLOOR FRAMING TYPICAL SECTIONS CSC DETAILS — IRC TYP VENTILATION DETAI Xw RA$i Kv. lVG NO BSL/DRP I is ji 03 A 3 5 DETAIL REFERENCE RTES 'SPACE RESEWIED Ta m TWE NEW YOBS STATE STAMP ITP APPvAL•1 6xAGE � � 1. ALUMINUM RIDGE VENT (OR GABLE END VENTS) 20. 23511 ASPHAULT OF FIBERGLASS (CLASS C) SHINGLES Im+¢�� 2. R-19 INSULATION V/ VAPOR BARRIER TOWARDS OVER N15 FELT R-Nd EACH CONDITIONED SPACE, INSTALLED ON-SITE/ OPT. 21. an 7/16' OSB, EXPOSURE 111, SPAN RATING 24/16 X=AT R4' 11 BY MANUF. CSEE DWG 10, ADDT'L STATE MAY BE USED ONLY WITH SUPPORTING ROOF Rx6 tts r REQUIREMENTS SEE CALCULATIONS MANUAL STRUCTURE 2 16' O.C. aul 3. SAME AS NOTE 02 W/ UNHEATED BSMNT ONLY 22. APPROVED METAL JOIST HANGERS OR LEDGER 1 4. 3 1.2' DIA. PIPE COLUMNS (ON-SITE) SEE 23. DOUBLE BAND JOIST SPFN2 TO MATCH SIZE OF 6'ALumm04 FOUNDATION DETAILS LEDGER JOIST PASHA xT 5. 5/8'X4' LAG BOLTS (A EA. COLUMN) (ON-SITE 24. 2X4 SPFN2 11 16' D.C. (OPT) SEE NOTE 40 LTTE BY BUILDER) 25, 4 MEMBER CENTER FLR GIRDER W/SPLICES STAGGERED ALUM�J WAATEL ' S. 5/8' BOLTS W/WASHERS AT 48' O.C. (SITE AND LOCATED AT 8' INCREMENTS IN COORDINATION W/COL. OR PIER SPACING u•a Ids RI�w E��1v✓�L 7. 2X2 CONTINUOUS LEDGER (NY-2X2 M.L. LEDGER 26. A 1' AIR SPACE FOR VENTILATION IS REQ.D VIA AN PE�iE�AR MOST iiTlmu OR JOIST HANGERS) - INSULATION RETAINER INSTALLED BETWEEN TRUSSES S. FLR JSTS. 2 16' O.C.-2X8 SPFN2 FOR 24 WIDE (EVERY OTER TRUSS) MODELS 2X10 SPFN2 FOR 27 VIDE MODELS 27. 2 OR 4 MEMBER SECOND FLR GIRDER V/SPLICES 9. DOUBLE BAND JOISTS (SPFN2 TO MATCH SIZE 4' O.C. EXCEPT AS RESTRICTED BY SPAN SCHEDULE STANDARD OVERHANG DETAIL TYPICAL SECOND FLOOR OF FLOOR JOISTS V/ SPLICES STAGGERED 4'-(r MIN.) 26. 4-2X12 CLG GIRDERS W/SPLICES STAGGERED 4' O.C. SETAL'.r _ To an" 10. 4 MEMBER CENTER FLR GIRDER V/SPLICES EXCEPT AS RESTRICTED BY SPAN SCHEDULE RETAX *' STAGGERED AND AND LOCATED AT 8' INCREMENTS 29. 5/8' BOLTS 2 8' O.C. (ON-SITE) IN CO-ORDINATION V/COL OR PIER SPACING 30. 2X6 SPFN2 CLG JOISTS AT 16' QC 4-2X8 SYPN2 FOR 24 WIDE MODELS 4-2X10 SYPN2 31. DBL 2X12 SPFN2 BAND JOISTS V/SPLICES STAGGERED a ism FOR 27 WIDE MODELS 4' �N rnCR 11. 19/32 APA RATED STURD-I-FLOOR, 16' D.C. EXCP.-1 32 CRAWL SPACE FOl1NDATION WALL (ON-SITE BY 12. 1/2' GYPSUM BOARD CLASS C INTERIOR FINISH BUILDER) SEE FOUNDATION DETAIL ru jam T v 13. R-13 INSULATION W/VAPOR BARRIER TOWARDS 33. BASEMENT FOUNDATION WALL (ON-SITE BY BUILDER) CONDITIONED SPACE (OPT.) SEE NOTE 42 SEE NOTE 32 (SEE DWG 10, ADD'L. STATE REQUIREMENTS) 34. 16'X16' CRAWL SPACE FOUNDATION PIER (ON-SITE wrm 14. EXT. SHEATHING BY BUILDER) SEE FOIINDATIDN DETAIL AR1 (A)4OSB (N.A. RATED SHEATHING) (STD) 35. 2 PC. HEADER (SEE APPROPRIATE ROOF GIRDER CB) 5/8' PLYWOOD T-111 (C) 1/2' MAX (OPT) SCHEDULE FOR SIZE) (D) 3/4' GYPSUM (OPT) 36. 2 PCS. 1/2' PLY OR STRUCTVOOD FILLER FLEW SCFM (E) R-MAX (OPT) 37. DOUBLE 1/2'X1 1/2' COMPRESSION STRIP TYPICAL FLOOR FRAMING 15. EXT. SIDING 38. WEDGE BLOCKING TYP. VENTILATICIN DETAIL 4X4 VINYL (STD) 39. DBL. 2X4 SPF STUD AT 16' O.C. MARRIGE WALL (A) (B) 5/8'VINYL (OPT) (STD) 2X3 SPFN2 AT 16. O.C. OR 2X4 SPF STUD 16. R-30 INSULATION W/VAPOR BARRIER TOWARDS AT 24' O.C. (OPT) (SEE (ALC. MANUAL) DBL. TOP COND. SPACE (SEE ADD'L STATE REQUIREMENTS) PLATES (STD) REQ'D IF TRUSSES DO NOT ALLIGN FLASHNG 17. 1/2'X1 1/2' WOOD COMPRESSION STRIP OVER ALL W/STUDS °VOM SECOND FLOOR OVERHANG INTERIOR WALLS 40. 2X6 SPF STUD GRADE 16' O.C. (STD) (24' D.C. OPT) 18. PREFABRICATED WOOD TRUSS 2 24' O.C. (STD) (SEE 41. EAVES FLASHING STRIP DF MINERAL SURFACED RETAX IV ROLL ROOF TO EXTEND TO A P OIN. INT OF 12' M DWG 1 FOR ADD'L SPACING/LOADS INSIDE THE INTERIOR WALL LINE 19. 2X4 SPFN2 STUD 2 16' O.C. (OPT) (2X4 SPFN2 REQ.D PER ROOF/WIND LOADS, SEE CALC. MANUAL) 42. 1 1/2'x16'x26 GA GALVINIZED STEEL STRAPS rLAS"mTE) PBL TOP PLATES (STD) REQ.D IF TRUSSES DO NOT PLACED AT 46' O.C. com- ALLIGN W/STUDS SEE NOTE 40 SPACER (N21)wn REFERENCES, SECTION R803.2.2 TABLE 503.2.1 (1) RESIDENTIAL CODE OF NEW YORK STATE 410LICE EWA E30-98, APA ENGINEERED WOOD CONSTRUCTION GUIDE TABLE N24 "PRT TOP ELWW VTTM NVEA STRAPS aSCHpy GOI s R M�4-u GA STAPLES sWrrsEAW STRAP 4M OR:a,8 JTECO'TY-www RArm I t/rlxw xn GA GALv.STM STW rRKSTGP SMLER ALL SEl'EAATEK GALLal"AsEEL.GA STRAPAT4R'W_L GARAGE AT 4R•6C 4-16 W STAPLES \ EACH STRAP ROOF/2ND FLOOR INTERSECTION DETAIL 4-16 GA STAKSS EACH STRAP ICTAL •r TWO STORY FIRST FLOOR TWO STORY 2ND FLR OVERHANG CLE ANCHORAGE TO BRG. WALL 2ND FLR TO IST FLR CONNECTION PT"CTER IF HWSE AAE GONE MX)SLG FU GNMER) CHIMNEY PENETRATION DETAIL � Q c7 � PARTr 4-16 GA STAPLES EACH STRAP 4-16 GA STAPLES EACH STRAP O el nrr C7 11 rn 1 VR'xL'7tti W 1 1/!'xu'xK GA +� •'. GALV.STEEL STAN _ C!' GALV.STM STRAP (, AT 4Y[1G MAIL [a 1 TTWISS _ // O• 6'71 V� 1 vrlw 4 M MCV. C�1 GA ST ARfS�EA sA m,m w tna Arm►n,►s f E'.'S�D�T, f' . EACH GA STAPL[S AQ, . EACH STRAP rnwa . AV T ROOF ANCHORAGE TO MATING WALL OPT. TRUSS TO WALL ANCHORAGE TRUSS TO WALL ANCHORAGE STD. EXT. WALL TO FLR ANCHOR fID1Y� INC. OW FOR KYS.1 r"16 fMl�.�\m n.. TYPICAL SECTIONS & DETAILS - IRC SECOND FLOOR MATING LINEDAM DETAIL Ir DRP 18 JAN 01' r+G b A36.1 'SPACE RESERM iDt M ICV YORK STATE STAMP IT APPROVAL' -- -- -- -- -- -- -- -- -- - r-bas?fee -- - �- -- -- -- -- -- -- PRL(lU BAN= COLDS JMSTS bd LVL Llsom acm it R-eds STP ee - mRl6 Gwou T -r THU LUM93M " vu-TAR tsr-r/n'-r Wm smm_bi wr sm am=ir-I'VOD SIQ.1&SFet VIA ar-r/D'-i'WDD SIR..d spree lu I 9,10 AM=ir-r VDD LQ.sd spree - stAe ar-'/IV-Y WOE)SMa.bu:KSt WmarS(STIP OR 60 Q ST1aVELALR LEMM?T7DML LED=TTPMAL FBt EN WALLS � wr YElAmtm rm bs WALLS -I'A C ,/w-r WIRD Di STTK va 4ma 3r-r VDD sr Spree - eAe at'i'/W-e'VDD bas 1111 It/D aesla IRT WDD ba SYN!TYPICAL CEILING FRAMING DETAILS Ie/Ie ar-r/cr-.r VDD baa sV►ee FOR 1st FLOOR OF A TWO STORY Tr►ax trx Y rAtass�Aln �gR� TAR ar-r/11'-r WDD=L.be spree sm"mm lri'VDD sRL.64 spree vw ar-r/fr-r WmD nL.baa sprat ]flit aYmm w-r VDD RLL.baa spree )th or-.r/m-r VDD IDL.bas scree T KVAG s fS►10 IR m'-r Tlea K'-0' irrsx�otsis AYnm rot TYPICAL CEILING FRAMING DETAILS TY jP -JT AUO Y7IQ-WALL SLPPOR FOR 5/12 THRLI 12/12 RAFTER Syc_TEM D7IERIOt WALL AT ltm WALLS - -- -- -- -- -- - - -- -- -- -- -- -- -- -- -- -- - e-bM SPF ee PCYMETa 1MYt bdl VFeet It'CC rLum m rLrLmt'�7XA=s 12'-0' TO 13'-9' VIDE •,r i armtd EW y0� r m� `' ��� KGli - -- -- -- - -- -- -- -- -- -- -- -- -- -- -- -- - Mol r wm"W 0 _ rLJ=mUDG l/e'XY tar.STRV n W - efts WALL - N Trp �1'to` be sF set w¢ UNDER 12'-0' VIDE PRD V, �/L PAW Y ff0AffATSA INC. -ILE-a"SPF 84Y vs m as" Jm wvmc.PA from - mAmmas am OR ba Dt mlavn AMT `E°m Erns'"` ` m w Trm rum TWO f am TYPICAL FRAMING DETAILS = IRC REIIARCs col rRIST ri,mn sn BAM Ytv 1vc Mo TYPICAL FLOOR FRAMING DETAIL BSL�DRP 18 JAN 03 A3o DHL 2x6x14 SPF 13 7/16 OSB 2xfx14 SPF 13 DBL Zx4x14 SPF 43 7/16 OSB '2x,x14 SPF13 OR TOP PLATES —COMPRESSION STRIP TOP PLATE TOP PLATES rCD11PRESSIQI STRIP TOP PLATE 19 •>PAC2 Xanw M!cv rax riA)L STAMP 6 MPMOVAL• ru ESE x � a !t° S G Px.a na I ^ NNa N N f b • N NN NNN 7/16 OSl 7/16 OS1 7/16 OSB EXTERIOR WALL EXTERIOR WALL EXTERIOR WALL 1/2• DRYWALL' SHEATHING SHEATHING SHEATH= INTEIUOt SIDE 2X6)14 SPF 13 1 L.2-64X91.5 SPF i2 2%6X14 SPF 13 J 2-2X4)93 SPF 12 2-21(4XM SPF 62 L 2)4X14 SPF 13 2x4xI4 SPF13 OR 2-PX4X93 SPF rP PLATE 4FLALW ALL TIE V/ PLATE FLAT WALL TIE V/ 4 LAGS 4LAGS ALL TEE V/ PLATE 210TXTD1 PLATE FLAT WALL TIE - V/ 4 LAGS APEX SERIES APEX SERIES APEX SERIES APEX SERIES SIDEWALL FRAMING ENDWALL FRAMING MARRIAGE WALL FRAMING INTERIOR WALL FRAMING 2XB STA CLG >EAM CLG BEAM SIZED PER SPAN SIZE MDR SIZED PER SPAN SIZE II Itif 11 11 H II 11 II 11 2X4 SPF 42 JACK STUDS2X6 SPF 12 JAM STUDS NO. DICTATED BYSPAN SIZE y IL III IL 1 NO, DICTATED BY SPAN SIZE 1 n i SNGL (TYP) R a 1 1 1WINDOW! 1 MULLED DR COMBO 1 X M 11 I P 4 SPF 12 JACO STUDS t—(M)—1 1 1 1 u I I 1 DPNG 1 I WINDOWS I 110. DICTATED ri SPAN SIZE I 2X4 12 TEMP 11 1 I I 1 ! I S4V SUPPORTS 11 1'.. 2X6 SPF 12 BOTTOM SILL 4/' O.C. D ITYP)� 1 1 ��HEADERED ARCHWAY iDDDR1 CLEAR SPAN OPENING DPNG APEX SERIES MARRIAGE NOTE- ALL FRAMING MEMBERS NOT APEX SERIES SIDEWALL MOTE, ALL.FRAMING NOGIERS NOT WALL FRAMED OPENINGS NOTED ARE AS LISTED ABOVE FRAMED OPENINGS NOTED ARE AS LISTED ABOVE mom. APEX SERIES STRAPPING DETAILS uasTM► I Eli A7 ar SL M1� NNd sH � ice ~ f/OIRW N ••d y N 1E It Mf M f1A1la �^ �. • N N STA EXT. WALL TO FLR ANCHOR ar n FTAPLa n Mu �^ 4 w w N tAo,nw CLG. ANCHORAGE ITRST 0 JIM WALL X X ♦,ONOl r �N� NNN N ♦m Y RARli ATSA to" 4 1.Im LIMP ' AT r'K rye► UOI irat AT 4w F *-LL 4 IrTMa APEX SERIES ENDWALL APEX SERIES INTERIOR �.nA>� Yw_ FRAMED OPENINGS WALL FRAMED OPENINGS TRUSS TO WALL ANCHDiRAGE �T. TRUSS TO WALL ANCIiCtAGE p1O1ttw ROOF ANCHORAGE TO MATING WALL �L QF NE�/ y APEX SERIES INT TO INT APEX SERIES INT TO BEARING P `�N S. APEX SERIES ENDWALL TDP PLATE OVERLAPS WALL C❑NNECTI❑N DETAILS WALL CONNECTION DETAILS ty. EXTERIOR CORNER WALL SIDEWALL TOP PLATE FOR TIE IN CONNECTION DETAIL a X c METAL CLIP PLATES4---GANG NAIL PR TOP PLATE INT TO INT TOP PLATE INT TO BEARING ? WALL CONNECTION DETAIL WALL CONNECTION DETAIL ko, 67.7 J J GANG NAIL PRPL3 ipp: L G 1�0 y3j W x Ei 16D►MAS !>0/'l1!AV rn ti r INT WALL TO INT WALL 4-RI/16• X 4• LAG lL��'x CONNECTION DETAIL INT WALL TO BEARING VA301.7 LLA HOA fps, INC. TOP PLATE TO TOP PLATE CONNECTION DETAIL Dn V8 m"U. JUALUMaiq PA HI/l ENDWALL EXT WALL CONNECTION DETAIL x671)AW-SM PAZ 087-02" ENDWALL WALL SYSTEMS - IRC FLOOR PLAN VIEW rn 1A71D,�� 2-ZX4X93 SPF 12 FLOOR PLAN VIEW MT WALL TIEFLOORJAN 03 BSL/DRPlKv' FLOOR PLAN VIEW A39 APEX SERIES WALL FASTENING SCHEDULE M%M RESERVED nA TW MEW VMK STAT[DT"r Er""°V"`' FASTENERS ADHESIVES FRAMING NAILS SN607 2500/BX EXT WALLS TO FLOOR ACCUCRYL 700 TUBE SHEATHING TO STUD N 21 BAB 1OM/CRTN EXT WALLS TO EXT WALLS ACCUCRYL 700 TUBE DRYWALL NAILS 138 AT BAN 50 LB/CRTN SHEATHING TO STUD CA-40-2912 PARR 5927 #40 BLOCKING STAPLES P15BAB 10000/BX DRYWALL TO STUD (INT) MUR 8225-BH LAG BOLTS 5164HLP 1000/CRTN DRYWALL TO. STUD (EXT) DOW VERAMER 350 LB STRAPPING STAPLES P15BAB 10000/BX TYPICAL APEX SERIES BLOCKING DETAILS NOTE, ALL BLDCKING IS 3/4 X 1 WRAPPING STICKS UNLESS OTHERVISE NOTED CL OF VANITY O Y W Y Cu W Ixhe L - U D W2 U� x NJ J C r J cu Q J W rC u u '+pq .moi cuzv Z W ~ N Phi W Q —D f OC - O q 1a- W J X Y pJq f OC Q H J Y PQ DH Y Z u J Q N U y A D ODS 3 H W wN W N Y D = W q D N2 U h w ELECTRICAL BLOCKING WASHER BLOCKING VANITY BLOCKING STD TUB BLDCKING APEX SERIES PROTECTIVE STEEL PLATES AWA x fu W �jpp HOZ H�J m�+ ��S PAM, - x� 3X5 20GA, PROTECTIVE Nip ...JN NY 4X14 1/2' 20GA. PROTECTIV r �j STEEL PLATES REOD STEEL PLATES REOD WHERE PIPES PENETRATE WHERE WIRES PENETRATE P STUDS OR PLATES AND a� ET HER EDGEWITHIN 1/2' OF y0 16. 7�, 4v�� v� �� b X N STD SHOWER BLOCKING KITCHEN BLOCKING X AfIrs, INC. L--LLL —1 �L I as w Lrr agar, JWWAL VWa lI /78++ (6")N7-aria lar aa7-"$* PLUMBING PIPES PANEL BOXES AND ELECTRIC DROPS WALL SYSTEMS - IRC m IMM avc w BSL/DRP I$ JAN 03 A 4 Q ONE HOUR FIRE ONE HOUR FIRE TWO-ONE HOUR FIRE TWO-ONE HOUR FIRE 'SPACE RESERVED FOR THE NEW TORx STATE STAMP OF APPROVAL' SEPARATION WALL SEPARATION WALL SEPARATION WALL SEPARATION WALL DESIGN NUMBER - U340 DESIGN NUMBER - U341 DESIGN NUMBER - (2) WP3510 DESIGN NUMBER - (2) WP8105 STC RATING - 48 STC RATING - 46 STC RATING - (2) 35 STC RATING - (2) 35 SHOWN W/ VERTICAL OFFSET SHOWN W/ VERTICAL OFFSET SHOWN W/ VERTICAL OFFSET nEAnmN NEW SHEATHING RIF SHEATHING RCff IDE cTrP) 5/r MMR GY►DD R"SHEATHING Lr MMR cYPa7 Rall SNEATMIN 7 r MR GYP.DD OPTTOML WTElAL OPT10ML GABLE OVERHANG Offal DVERHAMG GABLE OVERHANG axc SUB FASCIA R1K SUN FASCIA i t SUN FASGA ALIOOM ROOF TRUSSES ROOF T SES SIDBG BO1FLAiM ALUMING INUM a ROOF S>DING L819'nASA G P NUM a R� s>DDG HING PROVIDED aDR RAFTQf RAH'T DISTALIFD BY BUILDER OR INSTALLED BY BUILDER - ALLED By BUILDER tHm-:Torr CLLN1Yro 5/0' GIB.Ba 5/r .Da SIB' .m s/r' .m 9 YES) 1/t' OF.m COX NOTES) yr GYP.m CSEE - t/r GtiP.fa IBES 9 TrmVr.GEP.m rsFE L MAX- v GYP. Ba (SEE DEIMV) Yx4 STUDS AT 94.O ALTERMATDNG ON w. SEES DEVE R SQUARE.FACED BEVELED s EDGES. AILEM T OF txs v®PLATES n1 ROUND[EDGES VALID TO EA.sTtrD r OAU1 v/ ca s/r TYPE•x•Grr.m s/r TYPE a• GYP.m CE I NT-COATTD MALS 3/rX Mr VB TYPE'x'GYP.Ba L�TSD BYLINES ERs . L�TSD sOAilmEi. 1 7/r L NLDSLs• swvac o WA JULL APP CS HOLH NO DEARDG PLATES AND WARM PLATES V4•JB HIL / WALL ALES T I ST Q ALT.K 11iiE Im. AV. SCREVS VERT,L NY1LE7 70 STUDS AT 7.OJ:.V/N AT r of V/ Nw 1 7/0' LONG HIEN USED IN AND BEARn+c PLATES 7' DL. CEMENT-COATED MALS CEMENT-COATED MAILS WIDTHS OTHER THAN 4r GYP Bn V/ �CEMEMT-COATED MALS 1 7/r L L09W SIMNC 1 1 7/r L O.H17 SHANK 1 S TO BE D67ALLED FQUZONTA LY 1 7/r L L"W SHAW 1, tTACV4'l IEADJ V4'STAGGERED HEADS. GY ,AWTS COVERED V/ TAPE a Alm V4'0 HEAD EACH StKU43 .>IDNTS t4.OG EACHSOME .JQINTS t4'OL JOINT COMPOI.Hm. JOINTS KT.W 6 BUGLE ND LAUI SIDE EACH tIDE R IML HEADS COVERED BV SCR I;&.1 7/r L/ V/.JOINT COVD-40 .ANTS COVERED V/TAPE a COMPO Fu SHEATHINGFLR SHEATHING JOINT " K%L HEADS COVERED JOINT CO�OO V/ r" f1EAT1ONG FL.R SHEATHING no STORY FIR cTYh N FUDR FLmIR t STRIPS ID* FLOOR t STRIPS or FLOOR t STRD•S or .MSTS JMSTS Lll 1 GYP. Da JOISTS 1, %1 GYP.RL JQTtTf 1/t•xlr GYP.m DNGLE LAYER 5/0' FBRE.STOPPIMG FIDESTOPPBG FVCATOPPDNG TYPE •X' GYPDD AT ALL CJEILMMG - AT ALL CE1DG AT ALL CEILING TYP L FLOOR LUES L FLOOR LDEs L nim LD" r CELM 13 CEILING CEILING CELDNG - JOISTS JOISTS JOISTS SINGLE LAYER 51W JJIUSTS 1ST STDRY CL,,c1Yh TYPE •x'AGttD1 TYPE*r GYP u TYPE 'r'r GYYPPJX r 5/9,Gr►.m TYP rn Vr Gyp.mcsEE HNOres ABwo L/r, GYP.Ba Vr GYP.m 1/r GYP,Ba 1 yr FnExca.Ass BATT tWSILATIBN (V/ UL CLASSIFICATIEN MAJUONG) STAPLES TO STUDS 5/0GYP.RIL 5/r GYP.Da 5/r GYP.m cSrE NOTES ABOVE) )SEL HATES ABOVE 6Q NOTES ABOVO TO BE STRUCTUAL SHEATHING . OCT SINGLE LATER GYPSLW FOR M0054AGE/MATIG WALL A—— ——A a 1/r FIBERGLASS BATT B Ve'FIBERGLASS BATT a VL- FIBERGLASS BATT DNSULATUN AS READ FOR DLSLLATE N AS RECD FOR INSULATION AS RECD FOR THERMAL►REsvbMANCE aMLr THERMALMEFORMMMct oar THERMAL PREFaRNAAtE OMLr FLR SHEATHING FLa SHEATHING. THERMAL SHEATHING FU SHEATHING 1s7 :Torr FLR crm A FLOOR FLOOR ORFLOOR as JOISTS J(Q3T$ JMMST I' AIR SPACE SPACE _ 1• AIR SPACE MASONRY BASEMENT WALL OR SANE AS ABOVE TYPE 'x' GYPSUM TYPE 'X• GYP" � • s 4� . - - CTYPICAL) (TYPICAL) • s N THIRD PARTY, SECTION A-A •j9 •. •:�" S�� MASORr DASENENT WALL MASONRY BASEEMT WALL MASONRY BASEMENT WALL' ♦ • _.�'{a► OR SAE AS ABOVE OR SAE AS ABOVE OR SAE AS ABOVE ♦ (Ijtf� l Ir lIrJUN GYPSUM WALLBOARD USED WITH WALL DESIGN NUMBER U340 .�' Ho"s, INC. CANADIAN GYP. CO. TYPES C, Aff ON AW"W. JNDON MMOR PA 17SAS CELOTEX CORP. - TYPE FRP (9.70)+7-y+t rAr JUI7-o+J+ TAR GYPSUM INC. - TYPE 5 UNI ' FIRE SEPARATION DETAIL - IRC UNITED STATES GYP. CO. - TYPE C, IP-X2 BIB BATL RENA DVG Ma BSL/DRP 1 D JAN 03 A41 'SPACE RESERVED FOR THE NEW YORK STATE STAMP IF APPROVAL' AIR RETURN OPENING _ 1/2' GYP. )1 LINING TO' O' MPEMM CLEARANCE FROM IS CLOSED OFF FRAMING MEH)ERS BY CEILING AWN -- v I TUB SHOVN FIRESTOPPING READ AROUND FLOM FOR TYPICAL PENETRATIONS ff DVV L SUPPLY y FIRESTOPPING LINES. AST FLA FIRESTOPPING IS X DETAIL DUCT MATERIAL ON-SITE BY BLDER. 2ND STORY FLR AIR RETURN TO BE 24 GA FIRESTOPPING IS )Y APO( HOMES INNN���,,,,,, OPENING GALV, R-2/29 GA \ l 1 1 1 GALV. R-4 COMBINATION SUPPORT/ IC ol ND(-METALLIC lm( FIRESTOP MIN 30. GA FA9 MAN1F. CHALLENGF7R ELECT CDN. TOPLENUM GALV. METAL INSTALLED - MATERIALS TYPG 1052-C ON TOP ! RETURN BELOW f 2ND FLR RLR EQUAL) FIMM GYP 21 TIGHT.TO BOX AND CAULF BY BU ON-SITE - t V/ NON COMBUSTIBLE . )Y BUILDER NOTES SUPPLY DUCTS TO BE FIKSTOPPED SCAIANT. PLACE BOXES IN USING SNE METHOD ALTERNATE STUD CAV 7 2Z RETURN AIR PLENUM FRE T' (SINGLE STORY MODEL) GALV. METAL INSTALLED aPILATE ON TO' OF AST FLR �e :11 PLENUM BELOW FLR TYP. PIPE FIRESTOPPING CONK TO RETURN PIPE (ONSITE INSTALLED) FIBERGLASS INSLI.ATIOM L GYPSUM PACKED DIM ALL DUCT WORK SWILL VOID (t1/2) RESTS SEAL COMPLY WITH NEPA 1 HR. FIRE SEPARATION RETURN AIR PLENUM CoamAlm WALL SPAIZ SEPARATION WALL (TWO STORY MODEL) DESIGN - U344 SHOWN AS HOUSE/GARAGE SEPARATION RDIF "AT" R" TRUSSES 1/r GYP.D1 OR RAFTERS FIRESTOPPING FOR LARGER vam AS SHOWN TD DE PROVIDED ON-SITE BY DUdDEIt SINGLE LAYER 5/r TYPE 'C YN DD. - L2' GYP.BD. MOISTURE RESISTANT SHEATROIG TO IE 4'-8'X23/32' INTERIOR PLYWOOD SINGLE LAYER APPLIED H M OR VERT, V1TH EXTERIOR GLUE AND TLG LONG EDGES L NAILED TO STUDS 5/8' TYPE 'C' GYP. D1 INSTALLED PERPENDICULAR TO JOISTS WITH FIND APPLIED HOt. OR VERT. AT BEARING PLATES JOINTS CENTERED OVER JOINTS AND STAGGERED L NAILED TO STUDS ATE O.C. WITH Bd PLYWOOD SECURED TO JOISTS WITH CONSTRUCTION AND BEARING PLATES CEXMENi-COATED NAILS ADHESIVE AND 6d RING SHAH( NAILS AT 7' O.C. WITH 6d 2 3/r L 0.0113' SHANK 0 (RING SHANK - 2' LONG - 11 1/2 GUAGE) CEMENT-COATED-NAILS 9/32'N HEADS ALT STAPLES HAVING EQUAL OR GREATER VITHDRAWL - - 1 7/r L 0/0913' SHANK / AND LATERAL RESISTANCE STRENGTH WFY BE 1/4'f HEADS SINGLE LAYER 15/32' SUBSTITUTED FOR THE 6d RINGED SHAW NAILS SHEATHING APPLIED 2ND STORY FLR (fYP) 2X6 STUDS AT 24' MOR, Ot VERT, L NOW ELECT NEAT D STUDS 3 5/r FACED FIBERGLASS BATT SECURED TO SIDES 2XOR DBL 2X4 STUDS AND BEARING PLATES \ IF JOISTS WITH STAPLES SPACED AT Ir OC. WAX. FORR ELEC BEAT AT 12' OG WITH Bd QS ♦1 �, ) - AS REFOR THERMAL PREFORIANCE ONLY 0 3 1/2FIBERGLASS BATT CEMENT-COATED STL DOX Off) SEE DVG 10 FOR INSULATION REQUIREMENTS *, • • �. INSULATION AS REILD FOR NAILS KONG INTERIOR STUDS PAUL - • �� _ THERMAL PROL EFORMANCE ONLY L 6' O.C. AT PERIMETER 2X10 SOIm �ST� T 24. U. IWT OF PANELS . 2X6 CEILING JOISTS AT 24' = MAX - � FLR SHEATHING NO PLASTIC INSULATION ON,OR PJ(6 SOLID ROCKING 1 IN FIRE SEPARATION WALL 4 5/rX4r GYPSUM WALLBOARD (SEE TYPES BELOW) �a � FLOOR GARAGE FLOOR - IT STORY CLG (TYP) AND FASTENEDIED W1 DD O DIM PERPENIX TO JOISTS EACH JOIST AT 7' OZ. r • Y THM2 PARTT, ,JOISTS IF USED 1 HOUR F L R/CLG ASSEMBLY WITH 6d CEMENT-COATED NAILS . . ; • 1 7/r L 0.0915' SHAW L 1/4' DIAMETER HEAD • �• we DESIGN NUMBER - L539 ALT. NM 6 DUGLE HEAD DRYWALL SCREWS 1 7/r 4 • • � STC RATING - 46 WALLBOARD WITH JOINTS MAY CD*Guwb JBE EITHER MTSRIEWORCED �e%9 •• ••a �� GYPSUM WALLBOARD USED WITH WALL DESIGN NUMBER U344 CANADIAN GYPSUM CO, LTD.- TYPE C SCX, SM. VRX - GYPSUM WALLBD USED W/ FLR/CLG ASSEMBLY NO. L539 O� CELDTEX CORP. - TYPE L SF3, A, ), C. FRP CANADIAN GYPSUM M - TYPE C RGTA^ SSC � YP , CETPCANADIAN YTPE C v DUM/ GYPSUU14 AMMICTYPE R GYPSUM, YE 5 TR� TYPE FRPajw mar'w DOMTAR INDUSTRIES, INC. - TYPE C UNITED STATES GYPSUM CO, - TYPE C. IP-X2 DOMTAR GYPSUM, INC. - TYPE 5 GEORGIA PACIFIC CORP. GYPSUM DIV. -TYPE GPFSL, GPFS3 UNITED STATES GYPSUM CO, - TYPE C. IP-X2 GRID )OND TLB. PRODUCTS - TYPE FSK-L, FSX-G, FSW-L, FSV-G, BO S, INC. FSK, FSV M ON OT UM,AaPPLM C.PA IYAU UNITED STATES GYPSUM CO, - TYPE C, SCX, SHO(, VRX, VR-C, IP-X2 (i70}-IJP-f0i0 lI!/OX!-OUM FIRE SEPARATION DETAIL IRC m DATE RFV, BVG lD BSL/DRP le JAN 03 A42 'SPACE RESERVED FOR THE NEW YORK STATE STAND [it APPROVAL' 2xg OR 2X10 rAgAnE FTRF SEPARATION DETAILS FLOOR JOISTS DBL. LAYER 3/0' TYPE 'X' GYP. INSTALLED OH-SITE BY IIUILDOt fr 540fi A.STI'M1t Y _ S/r HK TYPE'S' APPREOL CLG VEIGHT- 3 PTF Lr►.ON COLONG - FIRE TEST-FM FC 172, 2-23-72 I WALLS oO VfgrnNS CONSTRUCTION TYPE- WOOD JOISTS, GYPSUM WALLBOARD ITRQfECTIVt. LL U344 r'DILO - DAM LAYER 3/r TYPE 'X' GYPSUM VALLIIOARD APPLIED UU >a L ASSEMBLY AT RIGHT ANGLES TO WOOD STUDS 24. OL. WITH 1 1/4' , TYPE KG ' DRYWALL SCREWS 24' O / - NpccKMXTmE - FACE LAYER 3/B' TYPE 'X' GYPSUM WALLBOARD 13R VENEER U BASE APPLIED AT RIGHT ANGLES TO JOISTS THROUGH BASE ------ �� �N LAYER WITH 1 7/2' TYPE 'S' DRYWALL SCREWS W O.C. AT - ------ jMWTS-AND LNTER CMATE JOISTS FACE LAYER JOINTS OFFSET 24'FROM BASE LAYER JOWTS,I I/2' TYPE 'G' DRYWALL SCREWS PIACED r BACK ON EITHER SIDE 13F FACE LAYER END .DINTS, 1r OL. 1/2' MIK PLYWOOD WITH EXTERD]R a UE APPLIED AT RIGHT ANGLES TO TOP OF JOISTS VITH Dd NAILS (CEO-" PROVIDES ONE HUM RESTS- . TAMCE PROTECTION FOR V® FRAIONG. NO FDOi11�R LL U1SOLID BLOCKING 44 EACH SIDE ux PAGE A41 iD1tFIRESTOPPING REQUIRED AT TUB L SHOVER Ftm DRAIN PENETRATIONS INTO FIRE RATED FLR/CLG ASSEMBLY (FIRESTOPPING INSTALLED ON-SITE BY BUILDER V/ACCESS THRU IST FLOOR CLG.) E H I Q:sTnno !L RON ASSUGLY Em EEE RRAL ABOVE bR rum 1 LD W VONT BE S/r MRN TYPE'1R' be rlm ESLD HACK A MDL OF ow.W CEILING --------------------- r-M FROM LOT LINE L vALu sLPrDRTDa _ -------------------- Aim BE CORIiIDUt PiliNG .'TOOEK-Lrvzc" V4 IR tW WALLS LL LX144 CELING AUDIBLY ASSEMBLY SIX PAW MI /ONCOOIATTRLE IOCOMSIlLTIYE FLm rLmR IST Flm RASOOI OR Ln1.AR MASONRY OM CAPE L TWO STORY 1 1+_2ERO-LOT-AJ NE WALL it 1 1 WNCOWS ALLW0 At UM AS THEY HAVE 17006 PRMtLTX N OR A 2/4 MR PAYING 2ND Ftm SArGy MON TYPE 9P LI 1St MON NG . GY►.W LZL1EEi RELF RSJaWi R1Dri VENT SHALL slip I L WALLS SVPORTDNO TENANT SEPARATION AND AOT NO rDOH RErn 04WTECTTIIV[EFFD� BE WNT711101Js LL Lis" WrIMT I ASSEMBLY SEE►ML MS - InNcaoucTEaLE f�"I FLm IST FLDD1I �►�' T Yt�oN II C AEJOlItr lyR do go tTEMAIT SEPARATION • ��. : tImLR PARTY, ' A-2 Ivo sAARLr IV •• �6 •y�,; • ------------- I I GARAGE NII,, • N �,,* LL UM ASSEMBLY 1 1 1 1 JsMS .SEL 7WG Nn DO FLCM R I t I 3/4 NR NK MM L A GARAGE OF 3 OR /ORE ENCLOSED WALLS L WITHOUT A 3'-r MDL BREEZEVAY BETWEEN GARAGE L I 1 1 i SMALL BE SEPARATED FROM OTHER SPACES IN BUILDING BY 3/4 MR. MDL FIRE RATED ASSEMBLIES. R I 1 1 L MANUFACTURER SHALL DETERMINE FROM THE OWNER L SITE Bl1ADER LOCATIDN J„W � BIILB FAC PORTION OF ASSEMBLY APPREPRIATELY. J"JVAr AV LL U344 13/r TYPE 'X' MIX GYPSUM PROTECTIVE FINISH W GARAGE BEARING WALLS AND CEA 'd SSIONGWLY SIX tLR44 - PROTECT DWELLING ABOVE FIRE RATED WALL. FDR[RATED BOOR AIY FRAME . ozp Fr MS rA¢Au _ 4.S EACHSFROM A GARAGE SHALL NUT WEN ON A SLEEPING SPACE.OPEENING BETWEEN GARAGE L OTHER SPACE SHALL BE PROTECTED WITH A 3/4 HIRBD.l�J�' , INC.o+raNRaTnLE -------------- AND SELF CLOSURES. 247 ON(AXVSAT QSI I, AUML&BU2R PA rPOII FImR JmtT IIKCT101 6 FIREPLACE C04BUSTMN AIR SHALL IDT BE DRAWN FROM GARAGE MID CLEANOUT SHAL�ft% GARAGE. (I7I)IIF-IIa2 IDI/27-MIN IST FLm ------------ --- 7. ON GARAGE PLASTIC iNSULATMN SHALL BE PROTECTED WITH 1/r NDL.GYPSUM AS A THERMAL DARRD R -------------- FIRE SEPARATION DETAILS - IRC L WINDOWS IN 3/4 MR. RATED WALLS ALLOWED AS LONG At THEY ARE WINDOWS WITH EPENI NG HAVE A 3/4 HR. RATING rn NATE, 1—' EMNI:w BSL/DRP 18 JAN 03 A 4 3 2x4 BTK CHORD 7/16' aSJ. SHEATHING 7/16' DS.D, SHEATHING '5►p"ACSQW IO1[M NEW V=STAT[ STMW Ir APPROVAL' INSUL. AREA FRAMED 3/4' POLYSTYRENE 3/4' POLYSTYRENE 2x4 BTM CHORD AREA FOAM BOARD FOAM BOARD(R-3.8) 2x4 BTK CHORD R-13 F.G. INSUL V/VB R-19 F.G INSUL V/VB INSUL. AREA FRAMED INSUL AREA FRAMED AREA 1/2' GYP. BRD. 1/2' GYP. BRD. AREA R-11 F.G. BATTS INSUL VINYL SIDING VINYL SIDING 12x4 STUDS ! 16' O.C. T2x6 STUDS ! 16' O.C. W/V. . G INSl1L. R-39WIV. F.G. INSUL O O �rv.i.� INSUL V.V.B. W/WJ, 12 13 (/) 1/2' GYP. BRI. 1/2' GYP. BR31 1/2' GYP. HRA LJ rZy O O N -1 O 2 W , � W 3 �a 7/16' aS.B. SHEATHING U Q 3 7/16 O.S.B. SHEATHING 1 1/2' PC STYRENE Z \ < VINYL SIDING FOAM BOARD(R-7S) 0 LL Z C3 R-19 F.G. INSUL. V/VH R-19 F G INSUL V/VB H- C3 2xB CLG JSTS. 0 Ol' 1/2' GYP. BRA 1/2' GYP. BRI. Q 0 '"W VINYL SIDING 2x8 CLG. JSTS. Q' 2x8 CLG JSTS R-11 F.G BATTS Q X 2x6 STUDS ! ]6. OC 2x6 STUDS ! 16. OL. (n INSUL ?W r ti OLL R-30 FINSUL i M 1 Z C3 .G . 14 15 V/VJ R-38 F.G. INSUL L R-38 F.G. INSUL LA- W/V.B. V/VJ, 1/2' GYP. DRD. 1/2'.GYP. BRA 1/2' GYP. BRA OSA SHEATHING POLYSTYRENE FOAM BOARDCR-5) R-21 F.G. INSUL. V/VB 16 1/2' GYP. BRA VINYL SIDING INSULATION VALUES INSULATION VALUES 2x6 STUDS ! 16. O.C. FOR ROOF / CEILING - VAULTED FOR IST FLR. TO 2ND FLR, EXT. PERIMETER 2x10 RAFTER 2x12 RAFTER ALL DETAILS SHOWN ARE DESIGNED TO MEET OR EXCEED THE REQUIREMENTS 1' MIN AIR SPACE 235M ASK SHNGLS. O OF THE ENERGY CONSERVATION CONSTRUCTIDN CODE OF NEW YORK STATE 235r ASPH SHNGLS. 7/16' O.S.B. SHTG. 7/16' O.S.D. SHTG. TI-11 NOTES, 3' FRAMING L RESIDENTIAL BUILDINGS REGULATED BY THIS PART SHALL BE DESIGNED IN ACCORDANCE WITH THE THERMAL PERFORMANCE VALUES LISTED IN THE ECCC IIF NYS. THE APPROPRIATE THERMAL PERFORMANCE REQUIREMENTS SHALL BE DEPENDANT ON THE HEATING SYSTEM TYPE THAT PROVIDES COMFORT CONDITIONING R-30 F.G. INSUL. TO THE MAJORITY OF THE CONDITIONED FLOOR AREA R-30 F.G. INSUL V/V,B, R-19 F.G. INSUL 2. ALL BUILDING ENVELOPE ELEMENTS THAT CONTAIN MATERIALS WHICH ARE CAPABLE OF ABSORBING OR V/VJL (COMPRESSED) TAKING UP AND HOLDING MOISTURE SHALL BE PROTECTED BY A VAPOR RETARDER LOCATED ON THE WINTER 1/2' GYP. 3RD. WARM SIDE OF THE INSULATION IN ACCORDANCE WITH THE ECCC OF NYS. 1/2' GYP. BRA 3. INSULATION SMALL BE INSTALLED IN A MANNER THAT PROVIDES CONTINUITY OF INSULATION AT PLATE LINES, SILL LINES, BAND JOISTS, AND CORNERS. 4. ALLOWABLE INFILTRATION RATES (When tested In accordance •Nth ASTM E 203). WINDOWS ( cfn per square p foot of slndoe area) - 0.3 Ref. AAMA/VDMA 101/LS2 L ASTM D 4099. SLIDING DOORS (cfn per square foot of O of door area) - 0.3. SwbVkV Doors (cfn per square foot of door area) -0.5. Requlrenents based an door 8 assembly. 5 ALL JOINTS AND OPENINGS IN BUILDING ENVELOPE SYSTEMS INCLUDING THOSE AROUND WINDOWS AND DOOR FRAMES, BETWEEN WALLS AND ROOF/CEILINGS, BETWEEN VALLS AND FLOORS OR FOUNDATIONS, BETWEEN VALL PANELS, AT UTILITY SERVICE PENETRATIONS, AND BETVEEN DISSIMILAR MATERIALS SHALL BE CAULKED, VAULTED CEILING V/ ELECTRIC NEAT IS NOT AVAILABLE GASKETED, VEATHERSTRIPPED, OR OTHERWISE SEALER 6. AN AIR INFILTRATION BARRIER SHALL BE INSTALLED WHEREVER A VENTILATED SIDING MATERIAL IS INSTALLED OR THE SIDING INSTALLATION TECHNIQUE NECESSITATES A LOOSE-FITTING APPLICATION. 7. ALL FIREPLACE UNITS SWILL HAVE INFILTRATION LOSSES WITH THE DAMPER IN THE CLOSED POSITION NOT TO EXCEED GHTFITTING0CFM AT003 3SN HS WATER GAUGE. IF ACE DOORS YH DAMPER DOES NOT MEET THIS REQUIREMENT, INSULATION VALUES S. ALL FIREPLACE UNITS SHALL BE PROVIDED WITH A SOURCE OF COMBUSTION AIR, DUCTED FROM THE OUTDOORS, 0 ` 40F❑R FLOORS (IF SUFFICIENT QUANTITY TO SUPPORT COMBUSTUX THIS SOURCE SHALL BE EQUIPPED WITH A DAMPER CAPABLE BEING FULLY CLOSER ,,� ��(�• •••��ISI 9. NO DEVICE INSTALLED IN A FIREPLACE THAT USES A GASEOUS FUEL FOR ITS OPERATION SHALL BE EQUIPPED /y. 1 AUL 2xB FLR. JSTS. 2x8 FLR. JSTS. 10. EITOOAACONTTNUOUSLY AT STANDINGET ILOT II PROVIDED WITH AT LEAST 1 7HRMOSTAT CAPABLE O i v� r AUTOMATICALLY ADJUSTING SPACE TEIPURATURE. EACH THERMOSTAT SHALL HAVE A MINIMUM RANGE O TEMP. 16 �• •� �0 19/32' T L G D.S.B. 19/32' T L G O.S.S. SETTINGS FROM 43 DEGREES F TO 05 DEGREES F AND SHALL BE CAPABLE OF PROVIDING A DEADBAND OF NO �• raft UNDERLAYMENT UNDERLAYMENT LESS THAN 5 DEGREES F BETWEEN FULL HEATING AND COOLING B)► • •..� NL ZONING AN ACCESSIBLE MANUAL 0R AUTOMATIC MEANS SHALL BE PROVIDED TO RESTRICT OR SHUT r • • O'F THE HEATING AND/OR COOLING TO EACH TERMINAL UNIT. so • 11� IL INSULATION WITH A MINIMUM THICKNESS O NO LESS THAN 1' SHALL BE INSTALLED ON ANY SUPPLY v • •� AIR DUCTS LOCATED OUTSIDE OF A CONDITIONED SPACE 0 .70 13. ALL TRANSVERSE JOINTS 13M SUPPLY AIR DUCTS LOCATED OUTSIDE O A CONDITIONED SPACE SHALL I R-30 F 6 INSUL R-19 F G INSUL. BE SEALED WITH ADHESIVES, SEALANTS, GASKETS, TAPE SYSTEMS, OR COMBINATIONS THERO'. ,4►t C••••a •• `+� 14 EXHAUST AIR V/V.B. (COMPRESSED) V/V.B. . AT THE BUILDING ENVELOPE TO MINIMIZEOAIRELEAKAGE EQUIPPED WITH TIGHT SHUT OF DAMPERS 15. INSULATION WITH A MOAM M THICKNESS IF 11/2' SHALL BE INSTALLED ON ANY SPACE HEATING 4,1t* IL DISTRIBUTION PIPING LOCATED OUTSIDE O A CONDITIONED SPACE. 1O 11 16. INSULATION WITH A MINIMUM THICKNESS I3F NO LESS THAN 3/4' SHALL BE INSTALLED ON ANY O / SERVICE.VATER DISTRIBUTION PIPING THAT IS GREATER THAN 3/4' IN DIAMETER A, 17. PLASTIC L BETWEEN SKYLIGHTS REGULATED BY NYS. PART 719, SHALL NOT EXCEED 200 SQ. FT. IN AREA L 5'-0' HIM J `\ JffO<Yr , f L. INDIVIDUAL (DISCRETE) MODEL PLANS DERIVED 18. DOORS L VINDOVS LESS THAN 2'-0' FROM A LOT-LINE OR IN EXTERIOR OR INTERIOR TENANT, STAIR, GARAGE Orf W SW SAM.XMKASMA N1 1700 FROM THE SYSTEM AND SUBMITTED TO LOCAL SEPARATU N WALLS L ZERD-LOT LDC WALLS ALSO SKYLIGHTS,LOUVERS, L RIDGE VENTS LESS THAN TWO FEET FROM LOT-LDC OR (SM)Al"M PAr 0s-•n0 CODE ENFORCEMENT OFFICIAL' IN CONNECTION PASSING THRU A FIRE RATED CEILING IN A STAIR AIR GARAGE SHALL BE 3/4 HR. MIN. FIRE RATED L BE SELF WITH BUILDING PERMIT APPLICATION SHALL BE CLOSING OR HAVE A 3/4 HR. MIN. OPENING PROTECTIVE INSULATION VALUES —IRC 19. GLAZING IN DOORS, FIXED SIDE PANELS, TUB L SHOVER ENCLOSURES (INCLUDING DOOR, PANELS L VINDOVS) ACCOMPANIED BY A MECcheck REPORT INTERIOR PARTITIONS 18' OR LESS FROM FLOOR LEVEL SHALL BE SAFETY GLAZED. 17, OAtG )A+c (INCLUDING THE INSPECTION CHECKLIST) 20. SEE CALCULATIONS MALIAL APPENDIX 'D' FOR ADDITIONAL INFORMATION A A A 2L MAXIMUM GLAZING PERCENTAGE SHALL NOT EXCEED ISX OF THE TOTAL EXTERIOR WALL AREA. BSL 18 JAN 03 A 4 4 YA{I ME$Vr-'O FM THE KV YOU(nAM 27MV W AN-WV0.- INSULATION SCHEDULE VINYL SIDING 1/2' DRYWALL. . RO❑F/CEILING 1 1/2' POLYSTYRENE 2x6 STUDS 2 16' OC. FOAM BOARD R-30 INSUL, 2x4 TRUSS 1/2' DRYWALL U-0.038 7/16' OSB. R-19 INSUL. w/ VB. W/ V.B. /\ \ NOTEi U-0.032 FOR CALCULATIONS.AND ADDITIONAL INSULATION OPTIONS SEE CALCULATIONS MANUAL. w�3vBNSUL.--� 2x4 TRUSS-,/1/2' DRYWALL INFILTRATION U-0.025 INFILTRATION FACTORS .667 IS REDUCTION FOR STORM PANEL AND/OR WEATHER STRIP AS FOR TABLE 1 PG. 21S ASHRAE w/30 INSUL. /,--2x8 RAFT. 1/2' DRYWALL Q's = 018 V(TI-TD) AIR CHANGE ASHRAE 24.6(A) V = VOLUME \ TI-TO = 720 - 00 F = TEMPERATURE DIFFERENTIAL BASE U-0.039 MR 1 AIR CHANGE = WINDOW OR DOOR 1 WALL .018x.72xlx.667 = .86 BTUH/SQ.FT. ROOF/CEILING 1 1/2 AIR CHANGE VINDDW OR DOOR 2 WALLS 7/16' OSB. 1511 FELT r235M SHINGLES .018x.72xl.5x.667 = 1.30 BTUH/SQ.FT 2x12 RAFT. 2 AIR CHANGE = WINDOW DR DOOR 3 WALLS U-0.035 R-3D— 1/2' DRYWALL .018x.72x2x.667 = 1.73 BTUH/SQ.FT. INFILTRATION LOSS FOR DOORS AND WINDOWS SHALL NOT EXCEED THE FOLLOWING, WINDOVSi 0.5 CFM/LF OF OPERABLE SASH CRACK FLOOR SLIDING DOORS, 0.5 CFM/LF OF DOOR AREA SWINGING DOORSi .03 CFM/SF OF DDDR AREA 19/32' TLG OSB. MAXIMUM GLAZING PERCENTAGE SHALL NOT EXEED 15% OF THE TOTAL EXTERIOR WALL AREA m HANDBOOK OF FUNDAMENTALS U-0.050 ili� R-1fflNSULWC'x 8 FLR JOISTS 19/32' TLG OSB.-\ INDIVIDUAL (DESCRETE) MODEL PLANS DERIVED FROM THE SYSTEM AND SUBMITTED TO LOCAL CODE ENFORCEMENT OFFICIAL IN CONNECTION WITH BUILDING PERMIT APPLICATION SHALL BE U-0.040 R-19 INSUL w/VB. 2x8 FLR JOISTS ACCOMPANIED BY A MECcheck REPORT COMPRESSED (INCLUDING THE INSPECTION CHECKLIST) WALLS VINYL SIDING— 1/2' DRYWALL SEE CALCULATIONS MANUAL APPENDIX 'D' FOR ADDITIONAL INFORMATION 2x4 STUD U-0.070 7/16' OSB. R-13 INSUL. w/ VB. VINYL SIDING 1/2' DRYWALL 1/2' R-MAX OR 2x4 STUD U-0.054 3/4' STYROFOAM R-13 INSUL. w! VB. �A,GG'.. C�' '•' L-��• 7/16' OSB. :� PAiA '-x/'� • 1/2' DRYWALL a s� 5/8' PLY T1-11 2x4 STUD w U-0.076 R-13 INSUL. w/ VB. go Nom• • ,, THM►AfTY. i 17• - & DRYW •I �•'�• ••y VINYL SIDING 2x6 STUD ALL I*, C 7/16' ❑SB. ��+ 0//• �tlkt U-0.053 R-19 INSUL. w/ VB. VIA K ��N 1 VINYL SIDING 1/2' DRYWALL � Aoe 1/2' R-MAX OR 2x6 STUD �oar�s 1 c. 3!4' STYROFOAM U-0.043 R-19 INSUL. w/ VB, sa cr or UM.AUM"GUa rr 1780 7/16' OSB, (M)+y-SM ur•rn.w INSULATION VALUES -IRC by. NAM , ave w BSL 1 S JAN 03 A"5 TO N *SPACE RESRM rat 7K NEW YORK STATE STAMP O'APHMOVAL' NOTES W v Pm I l� � mcnt 7 LAA.M LSa1ffit L ALL PLUMMY NOT PaOVDES„APES W K SIfRD L INSTALLED D1/V mw as 1 V Tm lm 11YV Q•RI r/Ir MOV[ L7TYM SARMAGE � �RAN T 1 yr VOR D/sm BY ]SABER act I=MIS) )HV PIPE vR'/ �\ItLOV L M]*SR MODELS.WARNER RAY K LOCAM M NOW.ON SITE • COR. SEI TOTE 7 CDMN6T,ri SLIRLBEI I yr P TRAP L.Vrlo'INCREASE r/ C►ABU TRIP/ WARMER]OI I L1TM Or Alm RIi IN LISTED B'n O APPnVO AmCY a1r W!w►S.R LAV. 4m 101E aO r fAAS►I'[ 1 •THIS N EIWATERPROOFINGERIMCMEA M TO L :POWER DACE a NE IOL on a CED F71 LAV. S 71N VDR EITHER IE:REASD W r\Ne•KLAN R�LIC Q Talvun m1DR .J®ff 11SYALL CLEAN Ort aDf FIA W IOL ar NAIL QJMS OVER AND Comem TD r RAM VDIT VITM moa Vt Tu L MTOS�Sa-TIOM Or VDRS W K rAC7ORY MME ASIC PRACTICAL I yr o INSTALL CLEAR NT ADOV[ CEL" AMaDVED FIELD CONNECTION BETWEEN i i 1 iiR AS ROVM I 1 Ol AA SHOW 7.PLASTIC ITe Rwl x RPPanD[)ter Y-r MOI®TTALLI AID 1 1 _ C P TmA1 VERTICALLY SW LESS THAN r PIPE SiMRid EVERY r-r LORA- MODULES DR BSMNT FIXTURES 1 1 L/r SM TEE Co DRALLn LAV SUPPLY LAV. DRAIN L VENT KIT SINK SUPPLY °^LTTY) WASTE KIT SINK DRAIN L VENT L VENT DTT.TiRDEV1 IIS Ir IOL G rWTLRC SMALL x V/ OPT, DV. SUPPLY L yr P TRAP W/ OPT. DV. L GAR. DISP. f.ALL MD,t>mYTAL VENT PaDi SMALL x A ARM,OF A'ABOVE M G ralUE SWILL K mcum LEVEL MOR 6 M moan nxMME M THAT MINK IIAN`N VACCUI RELIEF PERF)WHEN TAME MIVO4ALLT VDITD I Vr/ PKI POI[7m DorosK N LY VDITO 1 M RIV MATERIAL W K PVC Q AN 03ERRI M Q EMAIL TO D W"r'RS7 L fECDS iL� off ANl1 e��V. M IL ALL tL PVC IRAN LUOQ TO REftjrDD vrCOPM OR OTHER ROAL PIPErPR rwr TO Ir AL��� �ELNVALVES E Ar� EACH � TE PERATLDE A PtsolK - i � M o� - WASHER BOX G FK�SWASHER DRAIN RE VENT >Z IOvmRAI TTpp VF1tTiAi CDIQi.W x RADE V/LOG TIMI 1Q LSVDIG uET IEL>ff VALVE r 1� KIT SINK DRAIN 1 VENT /O1VOLIA N VENOMS - I4.I:m?DFFK TO NSI►K\YQriAL W IO>?WFK 1•AM - r mu V w FVCPMTRIN WOERM� CMAIRii M an=fnl SMALL K tl DECREE VNO.LDG SMD WATER rLOV— —WATER now RARE VATOTEOLL.SITE INSTALLED r G FUTURE SMALL ME ,HOSE V IBBSM M DEGREE VYES.LOPS,SWEEP f SCOW dROWL LAS SVDT MAIN DART-cff VKv[ PMCTrX IM FACTORY NMVO1lALLr VDRD Tr z Sm fm 0 1STIl DDBS.m ESRNAIDR Loi SWEEP LOC VATER OUTLET {yam per a Et tARO rLxTuE*UT—r VALVE or Iml W women PIPE AID BREAK (NY. ONLY)" IS RAPS,LOlum FpC ASR[ p TMP ]S N' COLD VA7R fLPRY W Fl]<IIRD Q IDLCi>01 AT RD1OQ . w MNL MISTAKE 6 FELT.TRAP W VER-1 LIC-r-d%r-r-r. KT I/r VETf W voR ri'-r Fal WATER INLET IFE7OODL rOR SNC I WASHER N 17."V/iIAM>AC/11O W K 1ST W >mt/R Mr ALTERNATE TE 13ATIM a 1 1/D']RMESI VETT �y� B'1D')O I/r lm WASHER SUPPLY !<SIT slEa 1 mD11Da FTA) TO!i QM MNL LAYS W PRLSSUC.IELIIT VALVE LaJ1Tn1 vA,• ME A 0%MNL DIONNEt LAC CFO x EL SER PIPE SMALL ME SlAV rTLINES ARE TVPE'L'O EVERY r-r MORlmRAur AM orrnmD W AM OPER SIERRA AT EAOM STOR KSR,ROT W EACIE1 Wr.r VERTICALLY PRESSURE TEM•RATUC LIQ VALVE DLL PPE W M AM uv In.ALL.mRi M COPPER PM M L !4m V/>QBER a rt LIR rw NEAR FLED M M SMC PIPINGM (7i p6N LJQ a sWIL1 x faR LEAS ICQ rt/slfPLr y�M vn KM THEA VMM r M�-VEXT ��yA r VDCI IOL r_J a yA a PLASTIC P/[BALL POT PDCTRAE rw MrD A:SEIBLB CL METAL VII MR a IN r3ST R SCLOm L-4— %_ mem vDnM ABOVE M" 1 I I PPE IS W x PEO A MAL ABOVE ASSDBLY AND 1OWAI FLA WAIN SMALL PPE>dOV 'NAL M]QS off APPLY r IAM STACK VOR 1 1 1 SFE►Art MR ar APR MOSS RMasm SR IDR LDCATIDS Or MiDOLSi rutsT nS PSn/IRo M KANT llAStsQ W Nn r t8lL1AE� n jmft ARORm Pl1RRS"rnRTumm SMALL c RARE WATEIPam BEAM SMALL M L MCWA" R]AOC W RAGS �a�yµy� Tq� owamiLY 70 A WIA"ram rill WATER CLO LSM'. K A[tlEr llmT I71EI foal COCK II W K INSTALLER OI a n IT IS �r - --- i'K•PMR, Comm VENT am L'MAN.AN W LOC APPLY W Nn -- n V�IIWMCE IBILAgm W K LOCATE A IBL rw A•ARRVC rY.R LEVO VAS DST nTn11RESatEmrlaWARNED)Rr :sY RETAILoLTAL ITER Mnj[L EATERWM"AN iL WNeu ruIOC VAIR 1[1178 PAMPi O rram mm nR rwu=a rnrnRE amn WILL MVC amm --- --'-- --- suats xEm3v4[raw UT rLme rDRLRR at rDnm a@ra - 1 yr WADI rpDM BMW MA flim THAI) r VER PIOVOO 1 J ML AA S7OM 1ST nmt VLL DRAM IQlmRALLY]TTD POSE RAM W SC1DV rRST FLIER O'ROVOEa M PWrtI rat DRY,S STAMMER •r� LM L Wf ML O STORM ACCESS W rax)CONNECTION x MIT"■PKY ANS DW v1EI1 TAMC II d FIRST R Eram FLOOR CO.AT!Si r SNAM TLIRI.R.TA�mO 1 1 VAIR 4D n/rQ _ sYSim vat x mvmo M IST rLAR ur. LDS ALOE 8/41m I 1 - eA WALL co tvAcral rum rmSTwRTm ram DOVER IE7QIOi GALL x WATERS TES DETAIL FDOUK LL7N W NOME LRAM - a CM/D M COMPLIANCE WITH SECTIONS Pr M AM tlM O'M=N Ari To MARY SISICIIRAL ROmRa maim W fol•G NEfDYLG SMALL x LIFT M A SAFE STMCTIm/L�RBr MOnFin RAWOG VATS iEATElt M OR RR aID11E,DATA Q TMST ZOOS, TYPICAL DVV SCHEMATIC - SEIr RO11MCCA,REPA10.OR RDLAm.ALL II ACCORDANCE V/ PNOVQE ODOR OR PANEL LAIME FOOL W REPLACE MGYiI.SO NOT PLACE ACCESS - --, r COM VYE L LAP KO 'ATM SA M STUN-FLOAL�1mtDOITS Or M CORE TNN CLOSET.SPACE rust WATER HEATER MALL K PaOVOIS M PINK. - _ OY 1147[11 - L PPMS*PALL K r1K STO'PO WIERC MI 1T MCI=FNA OF M DSTALLATUM SMALL K PfOflzlD r1O1 FI123M - - r' ' EDM M RL M MYi Vfmt MTM&ELEVALDR W mSTMerm WHIM IT ronIaTx:'& A"W Pre Mloaa,am PAGE AM rm 3 ( ""R MAIN VENT L V.C. DRAIN L VENT w i BL FIRE SIaYDi SMALL x PEENED BEMMI rt s COVERED Ol CDiSALD sNaRM PE MI,KW CONCEALED ROr KATs)OI(. m • ►D LLVDG LRET IM n TEM E WHEN �P THROUGH S�E®&,a'Cc � � snMv=A LY VOTED x TWO B STORY BIND STORY) V4'r1OM EDGE OF MEANER POTABLE PLUMBING SCHEMATIC RL.WATER KAYEt DSTAL1ATION SMLL MILT OYIPfOt!S N AIB O TV.AR GA►BETA! - Tr THE IESaom&cam:OF Icv ram STATE. LT - LONG TURN ^^R r�L rat M OVER M RSM I - >S ALL PLIMM SMALL x 7==IN PLANT PRM= P MYi LTTY - LONG TURN TEE-WYE 1 M - R•vR Tug R'aIT - I 1 M a r�L CHAPTER AS.n No PLLIUM awl c COVERED NUME TDSTMIL DBL LTTY = DOUBLE LONG TURN X ma 1STALLI7►PWG KTVFDK ART I.as nAw&.Alm ALL r Kf i M-•'bl ,Mf Awn IArf M IN A = VOW NONE W On SMALL At APPROVES DY THE LOAN M MO TEE-VYE Ma - D6rELlfm AIS FULA TESTES PES M.Y.S.CRE on 7QOx MaiQAL- IIDn.)IISO/E OFETE IATlrml TILL MI t N M N'!r 7Q 37.M PUAif FDrnME BRADS 6.ALL O'01 PPe:ANLL K PSQT[L1ED . OR CAME L LINED M 70AASPORT FRED Mr a>s ,M,f•M urs M TR , f�a, CERA Ts ,Mf DL IAEZ31211I1 TRAPS SMALL NOT MAK UBS.LLEAIOITS ORYT 1 M u .ESNfL ACCESSMS:TRAPS OMIT SMALL x RE OVABL.E Wl ARAMIN I Mf M u 1 ,rr/ an La MA M'-A'OL TAMP SEAL aE" n OPENING SAME AM MW T . - DO M LAR AK OPENING DL WATER n„sm ANLL AVE rummm WEVEED on rDm wz M ALCORMACE VEIN R=fLi PR7WM WTJ"AIm P2MA OF M RL M MYi - A\VATS CLOSETS SMALL K IA GLLDS PER nliM AIL SL Inc POIALE WATER SBR SMALL K FZU DCMO=D M PER SECTION OI PRM U Q M=fP MYi AIB M LOCAL MOPECTR. , SR.IMM V/EVES m FIXI M VETS NOT L Ct7U,At IR MM WITH I 1 M LTH 1 ►18,1 NSWA*EI ANLL AVE A V IM RPPLY KARL 1 M Lrw LTY Ai CONCEALED PIPM M LMD AREAS D CLLMD16 IAlMX WALLS SMALL BE `M PWUSLTE AmwT rllmus M PLANT.rrm GALL K @T OR W 1r i ar Min frf IMEATES AREA:WMRF Pa r n1 es ru was , 1 ur u - �m 1--/LTu DAM RA 1 ur • A4 POSE SPAT m arPLiD is unwrITO1m Mvr A EVERIES 1 Mf 1 M► ,M u - _ YMT MIOVICES A VACILM SIEAIED MEN IASEI VACLAM Mf•DATA - , _, ?ft _ ti H a Lm _ ,Mf SPELL]EVERTER)OR SMALL x PROVISO W A VAOAM II Agn __ CEO ITL AS ES r FAMILY imm LrrATD Ova RIO&rA14Y Pam-ALL r-Vai _ wo Am vrf _--- _ A,m PUIODG rROM r AACIVE CEO STORY FLA LIE Alm ELOV aMQAW- - _ ,Mfrs�' ' VM 11tS `\ 1 M LT Lm ISP rTPM M L PDO,ALL ►PDG M FLn/CLL ASSEMBLY Mm 1ST STORM*ALL E �rQAflvflfl m. --____ '' , u RLL -�-= M P 1M► M ,\ --_- M ti - -u,�/ K Fmf mon rDRLREs APPALL LOfQT DRO MtMWAL.a,s fwr wf o Sff• _ _ �Stn _ �Yc' ,M L _ -�M Ru t `\ - !Lp r L 7 r/a-- M EDAM W E THAM m PAT EAKiRS DOWNSTREAM x STNS(MSE - _ - f _ L RCF aMwmT MRD me am rLmm BRAIN sum - ��qe_OR -�� 1 M r LAW _�-�A-N M Lr 4 `\ ` W f`!OL M P 1rr. ' f Li f1� - A7.ONE PIECE ruRaASS iLAVROHR LIMIT 1R',iS'f7r IEi1 al 1 M o ' - ,M LfMr fin '\, A yr l L - OM-tM TILE VAL.LLUM FAC7M I STAL►R MOCMMC M An M Li u�%j�.L,�y�N +M _ �i� two \ ���'C M Lr u --1 yr , • . RESISTANT GTTSUC L-r IAN Ifil �.� - _ 1 M l7 Y K ICDAwuL TAUTm vDnz Am nwroDvO r rwr ' S vr+Po► - N.aASDOR MORELS x11111 Z pacAmn M rAC7RY VIM ALr vvm YO a �- Mf - - ~�` _ ,\ f W�S�- �~_K M -�S • ,,� DASDOR STIOWO DEO)►71ST nM TKR CAPPER Alm r LWT r�- `,ur' +--�- na • -A ma vw MAY x mxrnm NOI CLOTHES;VADEa n W r1aST OR WAWro s•' - ,\ • L SEC"nmL .1 Mra�'AS •-JAr"f. -_ FRAMER I A=AA,O_wLT SL IATTfrm/SWMS GAI IEL%&MM PM AM NOT TOL SMALL AK A 1 VV' rfy.� .W -frt��T i.r"Am `\ w � IAA. MDL OVERFLOW. f Li LL �`� �__-` 1 Up- SL �\ _ 1 M • . KAT TRAPS SWILL K&CLAIMED FR SOC:TC WATER MLATM STUDS. A aIAF ,\• THM\ IA . A,LT �\ • PLUMBING MATERIAL SPECIFICATIONS >M Mf �1 fM�•r M w rsw •`1 1Mf MAP.Am 1011 / 1Mf�r 1r • • PVC MSF=FTE-A1111-SC E71LLES MAlm A AIML WASil M141>•1 WnLfc IATA w • •� L PVL.PLAS=PIPE rPTSM-MTIFfOEiLI M.211466--s"6--s" 1 M r 1ST Fu •• PVC SOLVER CEMELI-MRM!><A-SPED • • 51 AM idv MTM•w �DL�R7-PB )A111 R M _ i` `_ / M LTH ,M LTH . •• ♦, L SOAD-ASTTr-D'Y-01 AS loll A m. IST n1 - 7. KLQ VALVE-RARE tCA2iR �i m wre<rV. M Lm K 1 M 4-T cA / m ��11 ,� ♦♦ SL. OIL CMIn GOGE -TIMING-��PILVE"a IBI DEUR Lr J /Im AflVmuu Ip�� �.RIc r L vra I an wr.Ino TF1 0 , AI/S/EVE1 K1Er7R NO SIOdO STALL-WIO/MSI'I1N2-SSR7 a1f l . fi M[RA►MQ•K MA ufo L OAMO ,, , V/ADDFIOUF2YA,L-M1 IQ PLASTIC TIAN-IAPM/A161-ZSt4S-O/7 V/AMEML*-EIMLL-Wo M►lw `` - M1 Ma PAS AM=446-91 r RfA IM RAfo ffu 1 M LT" M 11. STAOLM STEEL I DIT M0-Ai1E/AKI-1111SJS.i►NNA rLL no a eno U N / ra�I!A- V_ m VTTM=04M rVTLMES-A*E/AAD NU1/11FTSM r` DA7N R TVO STORY, TVO FAMILY, A-2 n DOA rOCTIMES-AaMVMm AEIt1saF!!w ""OA Fano METAL P'aEELAIN-AaE/AKt-Aut»•AII-1'N o1.A.Aa TVO STORY, TVD FAMILY, A-2 DVV SCHEMATIC =7 rum -rLR POTABLE PLUMBING SCHEMATIC �j /, (► ,M)n D^Nn.O CAST Rol I`DM Es-MNUAM-AUUSW-ISR7 folvlrA"RAW Am s AN C. IL MTEICALS,rDC11RD.L ERLWW r BALL x M ASML W/MIS ICE SOMEA7IC*ONS Al FOR RIGNT EDM LI1T.LST mE UNIT - �— C=PAM MAL L RL DWELLING OVER DWELLING I OCT Rano R REVERSE Tr SOOATIC a1Dw n.PLASTIC SLrrIY PIPE AMR LAVs INCLimMS[ULTIMO MAIaLE LAVs Aim TWO STORY, TVO FAMILY, A-2 am AY tm ARE ICE APPROVEL PLASTIC L CSLTURED ABLE CCWIE TOPS ARE POTABLE PLUMBING SCHEMATIC 'OR' AMawD oYn ALL LAS 1STMTmAja Fu MAIN L VMS SMALL K]mE M nFLR cSTu TRAM nim ALn DWELLING OVER DWELLING TWO STORY, ONE FAMILY, A-1 TYPICAL PLUMBING SCHEMATICS THE RESIDENTIAL CODE OF NEW YORK STATE ALL OPTIOMAL SATK.IM LET L RAW AIDED SMALL AVE JELOW FUR MAIN L VDtT RN: POTABLE PLUMBING SCHEMATIC DOC IN rE].D PROVIDE ACCESS FOR rM1(STALLED PIPING TTP.Fmm LaT.CES nos In DAM DA w A46 SHALL BE REFERRED TO HEREIN AS THE R.C. 01 N.Y.S.. sen sw ell sae rLm PEAR DRP 14 JAN 03 ANDERSEN WINDOW SCHEDULE •U' VALUES M W WINDOW SCHEDULE u• VALUES 'RESERVED FOR THE NEW YCW.. STATE SfAMPpEAPPRQVAL- KEY TYPE CODE ROUGH OPENING 'L' 'V' -SOFT.- 'R' AIR W/GRIL.LES W/O GRILLES KEY TYPE CODE ROUGH OPENING 'L' 'V' 'SQ.FT.' 'R' AiR STANDARD I-17H ARGON I. DOUBLE HUNG TW2432 30 1/8'x41 1/4' 5.09 2.941 8.4 3.2 .10 .34 .35 1. DOUBLE HUNG 2432 30 3/8'x41 1/4' 5.8 2.74 7.39 3.3 .It .37 .33 2 DOUBLE HUNG TW2842 34 1/8•x53 1/4' 8.23 4.641 1234 3.2 .10 .34 .35 2. DOUBLE HUNG 2842 34 3/8'x53 1/4' 9.1 4.4 11.11 3.3 .11 .37 .33 3. DOUBLE HUNG TW3046' 38 1/8'x57 1/4' 10.31 5.73 14.85 3.2 .10 1 .34 .35 3 DOUBLE HUNG 3046' 38 3/8'x57 1/4' 11.2 5.9 13.5 3.3 .11 1 37 .33 4. DOUBLE HUNG TW2852' 34 1/8'x65 1/4' 10.48 5.88 15.14 3.2 .10 .34 .35 4 DOUBLE HUNG 2852' 34 3/8'x65 1/4' 11.4 6.02 13.7 3.3 .11 .37 .33 5. DOUBLE HUNG TW2856 34 1/8'x69 1/4' 11.22 5.05 16.08 3.2 .10 .34 .35 1 5. DOUBLE HUNG 2856 34 3/8'x69 1/4• 12.2 6.04 14.6 3.3 .I1 .37 .33 6. D.H. PICTURE TW20-DHP4246-20` 99 1/4•x57 1/4' 25.4 6.4 39.0 3.2 .10 .34 .35 6. D.H. PICTURE 18-4046-18` 93 5/8'x57 1/4' 25.4 6.4 39.0 3.3 .08 .37 .33 7. D.H. 45' BAY TW45-31046-20` 90 3/8'x58 3/4' 25.4 6.4 37.1 3.2 .10 .34 .35 7. D.H. 45' BAY 45-18-4046-18` 85 1/4'x57 3/4' 25.A 6.4 37.1 3.3 .08 .37 .33 8. CASEMENT BOW C45 BOW 97 1/4'x6l 7/8' 30.2 10.8 1 42.0 3.2 .03 .34 .34 8. CASEMENT BOW 2050 4W 94 7/8'x61 1/2' 26.0 20.3 42.0 3.3 .05 .35 .31 91 CASEMENT PICTURE CW25-2' 114 3/8'x60 3/8' 30-2110.8 41.5 3.2 .03 1 .34 .34 9. CASEMENT PICTURE 2050 QUAD' 96'x60' 30.2 10.8 41.5 13.3 .05 .35 .31 10. CASEMENT CW1356 28 7/8'x41 3/8' 7.2 5.7 8.3 3.2 .03 .34 .34 10. CASEMENT 2435° 29 1/4'x41 1/4' 7.2 5.7 8.3 3.3 .05 .35 .31 1l. CASEMENT CW15' 28 7/8'x60 3/8' 11.2 8.5 11.8 3.2 .03 .34 .34 11. CASEMENT 2450' 29 1/4'x60 1/2' 11.2 18.5 11.8 3.3 .05 .35 .31 12. DOUBLE HUNG TV2042 26 1/8'x53 1/4' 5.79 3.4 9.41 3.2 .10 .34 .35 12. 1 DOUBLE HUNG 2042 26 3/8'x53 1/4' 5.79 3.4 9.41 3.3 .11 .37 .31 13. DOUBLE HUNG TW2046` 26 1/8'x57 1/4' 6.31 3.7 10.12 3.2 .10 .34 .35 1 13. DOUBLE HUNG 2046` 26 3/8'x57 114' 6.31 1 3.7 10.12 3.31-11 .37 1 .33 14. DOUBLE HUNG TW2052` 26 1/8'x65 1/4' 7.37 4.311 11.54 3.21-10 .34 .35 1 14. DOUBLE HUNG 2052` 26 3/8'x65 1/4' 7.37 4.31 11.54 3.3 .11 .37 .33 15. DOUBLE HUNG TW2056` 26 1/8'x69 1/4' 7.89 3.7 12.25 3.2 .10 1 .34 .35 15. DOUBLE HUNG 2056` 26 3/8'x69 1/4' 7.89 3.7 12.25 3.3 .11 .37 .33 16. DOUBLE HUNG TW3052' 38 1/8'x65 1/4' 12.03 6.67 16.95 3.2 .10 .34 .35 16. DOUBLE HUNG 3052 38 3/8'x65 5/8' 13.0 6.39 16.95 13.3 .11 .37 .33 17. DOUBLE HUNG TW3056 38 1/8'x69 1/4' 12.89 5.73 17.99 3.2 .10 .34 .35 17. DOUBLE HUNG 3056 38 3/8'x69 5/8' 13.9 6.87 17.99 3.3 .11 .37 .33 18. B.H. CIRCLE TOP CTN20 26 1/8'x15 3/4' 1.1 0 2.9 3.2 .10 .34 .35 18. D.H. CIRCLE TOP FCH-4 26 3/8'44 5/8' 1.1 0 2.9 3.3 .11 .37 .33 19. D.H. CIRCLE TOP CTN24 30 1/8'x17 3/4' 1.6 0 3.7 3.2 .10 .34 .35 19. D.H. CIRCLE TOP FCH-6 30 3/8'x16 5/8' 1.6 0 3.7 3.3 .11 .37 .33 20. D.H. CIRCLE TOP CTN28 34 1/8'x19 3/4' 2.2 0 1 4.7 3.2 .10 .34 .35 1 20. D.H. CIRCLE TOP FCH-8 34 3/8'48 5/8' 2.2 0 4.7 3.3 .11 .37 .33 21. D.H. CIRCLE TOP CTN30 38 1/8'x21 3/4' 2.8 0 5.8 3.2 .10 .34 .35 21. D.H. CIRCLE TOP FCH-10 38 3/8'x20 5/8' '2.8 0 5.8 3.3 .11 .37 .33 22. CSMNT CIRCLE TOP CTCWI 28 7/8'x17' 1.5 0 3.4 3.2 .03 .34 .34 22. CSMNT CIRCLE TOP FCH-5 29 1/4'46 5/8' 1.5 0 3.4 13.3 .05 .35 .31 23. CASEMENT CN235 41 1/4'x41 3/8' 8 7.4 11.9 3.2 .03 .34 .34 23. CASEMENT 1835 TWIN 41 3/4'x41 1/4' 8 7.4 11.9 3.3 .05 .35 .31 24. C.TOP/PICTURE CTC3 OVER CP335 72 3/8'x79 3/4• 29.2 0 40.1 3.2 .10 .34 .35 24. C.TOP/PICTURE FCH-21 OVER 6053 73'x79 1/2' 29.2 0 . 40.1 3.3 .08 .33 .34 25. ELIPTACLE ET6 72'47 3/8' 4.3 0 8.7 3.2 .10 .34 .35 25. ELIPTACLE FE-11 71 3/4'x16 5/8' 4.3 0 8.7 3.3 .11 .33 .34 26. OCTAGON NOT APPLICABLE N/A N/A N/A N/A N/A N/A I N/A A 26. OCTAGON 2020 22 1/2'x22 1/2' N/A N/A N/A N/A N/A N/A N/A 27. AWNING AN31 36 1/2'x21' 3.5 1 1.9 1 5.3 3.2 .10 .34 .35 27. AWNING 3018 37'x20 3/4' 3.5 1.9 5.3 3.3 .11 .33 .34 28. CASEMENT 2860 31 3/4'x71 5/8' 11.6 9.88 16 13.3 .05 .35 .31 29. CASEMENT 2840 31 3/4'x47 5/8' 7.3 6.32 10.66 3.3 .05 .35 .31 30. CASEMENT 2430 27 3/4'x35 5/8' 4.4 3.69 8 3.3 .05 .35 .31 D❑O R SCHEDULE KEY 13PE;NING TYPE ROUGH OPENING MAMLIF 'L' -V' •R' 'SOFT' AIR -V A 3068 36-MS1LL WM 38 3/9' ..42 1/2' TMCRMA-TRU 0 t92 7.69 22A5 .10 .14 t 2668 3r MSUL CORE 34 3/6'.62 1/2' TNCRMA-TRU 11 I/Ai 7.69 194 .10 .14 C 2668 312'a�TL FRAME 33 3/8' .61 VV IMRMMA-IRU 0 17AI 749 I82 .10 .14 D 3066 36•MSUAleL WK V/SW I MS CORE 52'.t2 t/r TMERIMA-TRU 1.7 192 3.85 29.7 .IO 26 30 E 66 %• P11-159V Vi JL IONE 65 1/1-.62 t/r TMERMA-TRV 14 192 165 37.3 .t0 26 - - F 3068 36 14, T V; - 69 I/r .82 V2' TMERKA-TRU 14 t02 345 39.8 .10 26 6 1668 INTERIOR PASSAGE 20 1/4'•82 1/r JCLD-WEN WA WA MIA MIA WA NM M 2068 INTERIOR PASSAGE 26 114-.52 VV JELO-VEN WA WA MIA WA N/A WA 1 2668 INTERIOR PASSAGE 32 VC.82 112' JCLD-WEN NIA WA MIA WA WA WA - J 3068 INTERIOR PASSAGE 38 I.W.82 1/2' JCLD-WEN MIA WA MIA WA .MIA WA - K 2066 INTERIOR 111-FOLD 26 1/-'.62 112' JCLD-WEN MIA WA MIA NIA WA WA L 2666 MTCRIDR DI-FDLD 32 1/4'.62 1/2' JELD-VEN NIA NIA MIA NIA MIA WA M 2068 INTERIOR POCMCt MOOR 49'.94 I/r .CLO-WEw MIA WA NIA NIA WA WA N 2668 INTERIOR POCKET mm 61'.84 1/2' JCLD-VEN M WA MIA MIA WA WA - O 3066 INTERIOR POCKET Cml 77.N VV JELD-YEN M/A WA MIA WA WA WA P 2066 INTERIOR A-SLIDING IICORE 49 1/4'.43 1/2' JELD WEN MA WA MIA WA WA WA 72-.60- MALTA 3-.37 16.66 22 39.7 22 .22 , 0 2868 6'SLIDING GLASS DOOR 71 3/4'.60' MLV 3589 17.9 27 392 A29 429 72'.60• ANDERSEN 2178 14.7 7.3 39.7 .05 .05 ,♦, P• � I,, I5 7/4' .62 1/2' YMCRMMTRU 21.92 16U 27 42 A6 06 : nRATA�A. ✓ 40 R 2866 G.SUING►AitO DDDR II 3/4•.W MV 22.40 162 1.7 39,8 AI AI - • K • do � to 7r.80' ANDERSEN 21.92 1411 32 39.7 44 .04 - - b S 9068 Y.SWING PATIO WOR 113 1/4'.60• TMERMA-TRU 3228 WWI 2.7 62.9 A6 46 � 41..• � • 106'a 60' ANDERSEN 72.66 ILII 32 59.14 44 D4 T 2-2868 D0..CNiRT/IMSIR,,.CORE 67 1/4••62 Ile. II(RM TRU 0 3442 AA 78.5 .06 68 # •y 0 PARTn U 2-30 06L•CMTRY/INSUL.CORE 75 114'.62 1/r RN TMEA-TRV 0 384 4A 431 .06 06 � • � • • R. MTRr/MSt14 C /JAL,, • V 2-3068 V/ 12' I T S 102 7/6' a 62 v2' TIENIA-TRU 3.4 .384 4A 364 J06 46 � � • •� V 115 Iw TRANSOM V/3068 DOOR 36 31r .%' INCOM-TRU 2.75 1112 44 23.5 A6 .06 ,, �•• � � ,��� X 133 Mil `R4MSOM2Vmr 63 1/2-.%' TMERMA-TRU 6.15 192 44 416 A6 A6 �.. T 13.5 NGM. TRANSOM V/30691TDOOOR 69 I/r.%' Twam-TRU 6.t5 192 4A 46.3 A6 06 A NOTES: (a) DENOTES EGRESS WINDOW THB PBAd Of R EGRESS WINDOW �PEx PBJ4/BCT/DN ALL WINDOWS SHALL MEET OR EXCEED MINIMUM WIND PRESSURES AS PRESCRIBED (10) DENOTES (GRADE FLOOR ONLY) ffQlllE.S, INC. IN SECTION R613, TABLE R301.2(2) AND TABLE R301.2(3) OF THE RESIDENTIAL CODE (c) DENOTES NEW YORK EGRESS WINDOW OF NEW YORK STATE. 47 US HICHB'AY$22 N. MIDOLEAUNC. PA 17842 SEE CALCULATIONS MANUAL APPENDIX 'G' FOR WINDOW AND DOOR fa7o)837-2333 PAZ 837-02" ALL GLAZING IN HOMES ERECTED IN WIND BORNE DEBRIS REGIONS SHALL MEET MANUFACTURERS' WIND PRESSURE TESTING AND COMPLIANCE. WINDOW AND DOOR SCHEDULES OR EXCEED THE REQUIREMENTS AS PRESCRIBED IN SECTION R301.2.1.2 IN THE SEE CALCULATIONS MANUAL APPENDIX 'G' FOR WINDOW AND DOOR RESIDENTIAL CODE OF NEW YORK STATE. MANUFACTURERS' ENERGY CODE COMPLIANCE DT: WYE: REV. oWeMo: A47 DRP 68 JAN 03 NOTE SHINGLES TO HAVE 6 NAILS PER SHINGLE THIS PRINT IS OK TO BE BUILT X TY DOWN JR. TOP AND BUT OF KITE VAL NAILS Bd 6' QC. EDGE EDGE 12' INTERMEDIA / 2X4 BLOCKING BENEATH ACHSHEATHING JOINT /. TACH AT EACH END V 16d NAILS'TOENAILED / FO ST 4 FT FROM END NOUSE /,•: SF / /�• / 8"o / 1 1/2' x IS GA A / STRAP EVERY /16 NAILS ed 3' O.C. TRUSS 8d NAILS EDGE 6' TERMEDIATE / SI/O // 5 EACH D DBL STRAPS FOR ' O 90 MPH OR HIGHER 1 1 1/2' x 16 GA Bd NAILS 3' QC. AT BLOCKING / ' RY STRAP EV / TRUSS Sd EN ILS 5 EACH SIDE6 O•S' / FOR 90M PDBLTOR PHIGHER 4 O,S'B 7/1 6� TOPNAND BOTTOM STAGGERED /16 USE SAME NAILING AS FRONT WALL 0'S B /16 - SHIPLOOSE OSB 6' VIDE PCS NAILED w% NAILS 3' QC, STAGGERED AT FLR PERIMETER • - AND CLG PERIMETER ..NAILS 8d 6' Of- Of NE)p /16, D's EDGE 12' INTERMEDIATE BSTAGGERED 5 DP AND BOTTOM � ��'(N S• K(��' .� BLOC I ING AT SPL E 4 FR RNE HO =\ 8d NAILS 3' O.C. AT BLOCK SPLICE ' z OPT , TWO STORY BLOCKING AT SPLICE 4'-0' FROM CORNER OF HOUSE � Q Nc. 6710 (`� AA�-E sjoNA� / p� o 9OF 0 MPH, 100 MPH, 110 MPH • TECO 16 GA STRAPS . �pEy C jV WIND ZONE TO ATTACH TO L4' l� Q3 HO��AJ ON PIER EVERY 4IRS D.C. INC. DRAWN BY. DATE, SCALE- LAYER- FI No- ON RANCHES OR FIRST f ^ FLOOR OF TWO STORY d T X165-180 BUILDING DEPT. INSPECTION C F ATION 1ST OUGH PLBG� J FOUNDATION 2ND [ ;rINAL ULATION FRAMING [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARK 14 .r DATE a INSPEC zc>'a3- Town Of Southold P.O Box 1179 Southold, NY 11971 a i * * * RECEIPT Date: 07/21/03 Receipt#: 4847 Transaction(s): Subtotal 1 Septic Permit- Construct- Resid. $10.00 Check#: 4847 Total Paid: $10.00 s i i Name: Maher, Eugene f 43 Greenview Court J Oakdale, NY 11769 Clerk ID: BONNIED Internal ID:79641 6'-0• 6'-0- 6'-0- 6'-O- 6'-0- 3-6- � 2) BCCA F -�-- - - 1 - 5/4X4P - - --, - PLANKING q LANDING (TYP) ��RAMP DN I_ I II N q LANDING 0 4X4 POSTS CCA LANDING ;i R DN PLAN — FRONT ENTRANCE 00 ELEVATION — FRONT ENTRANCE 7-10- 0 G i PLAN — REAR ENTRANCE d ELEVATION — REAR ENTRANCE MAHER RESIDENCE EAST MARION, NY STEPHEN ROSSETTI,ARCHITECT 30 WARFIELD WAY SOUTHAMPTON.NY 951 27'fi 40'-2• 27-W 134117 13'S' 13-411/2' ,3_g• i ----------------------------------- IS b /13�9 ________ ._.N __________________________-_______�_________________ ___.__________________________________ ___ L_________ ___________________ _________T _7________ ___________r __r__ ________ ------ --------------------- L."'2117 _____ , �____ ; 217 tr 1u plans OW.) ate F T-1• T-1" 7-2' B'-5• 4'-21/2• e• r- , S1 O O x 30'xVr CONC. FOOTER 1112 o DIA COLUMN - 4 - ZZ 4"thick concrete all basementflogr In t /4th..k concrete slab garage floor •MINIMUM CONCRETE WALLS r___ __-______' __I e O r---- - '-- --=------------ r---____ _ , ETI I - ii'-412• 1- F_____________ 13'-417 _____________ _ FOOT•CONC. - m FOOTERUM 1rz" iD I 4"thick roncre[e slab b'-2' DIA COLUMN - - CERTIFICATIuI, oI basement floor NAILING & CONNECTIONS m FOUNDATION PLAN REQUIRED. q sine l/4•-1'-0• mA LL ON_ a TI In e•n ninum MEET THE REOU REMENTSGF THE e"`jrpo ur and window and glass protection shall meet ASTME 1e86-97 and r__-_____ CODES OF NEW YORK STATE. ---------------------------' ASTME 1996-99 paragraph 6,or structural shutters with - ___________________________________ _________-_-___________ ____- ___�_ , F 17 attached hardware prwl S Details meet or=used the requirements of New York State Building Code. ,L --- hurricane sling �- 13'-9• }_______ 13'9• }- OCCUPANCY OR 12d double headed nails • 271 13'-9- Q6 o.c.(nailsQ4'If ^"laved USE IS UNLAWFUL shutter Is pier 5'long wall Nwmun so.nwunu.one»rs . shm Intarl APA Pal Approximate Maximum ApprodDeflection malDeflecWITHOUT CERTIFICATE casing Span Rating W.IghtllbJtt 1 Shutlar span atl5foot Height r1 27'-6• 2x6 oca (2) 12tl veils 32/19 1.5 30 05 of OCCUf ANr CY •°" � termite shield NOTE: lashing glass 40/20 2 36 05 12"0 III bolt &caul= ' 4 all 120 mph wind requirements per new York state building Ih v. . 49/24 2.4 09 �eep����t afir���� code 8"poured concrete .vrr.yew g1/fi6fie shall be complied with including wtlxn prescriptive design (3500 PSI) ,hum, e oc - a 6� table 3.2b � 4 � + 3.s n 15 O N R �ryj�, DATE: S.►.S � calls for using1/2"anchor boles, 18"Ion and aced m g P damproofing a:sme.ec"n"wo".rm Nnl eaw�ww.ane.rsr aNaa G; A, �r1 CFF• /S9I•ad 61f:.1.'a,Zg.YD'.aC 30"o.c. and Interior M•hlr.z wmmare,rm.z o. Simpson Itp41 1/4"x 20 gage straps with 4- Sd common siu C°tl"0 Approxlmat. r'" _ * NOTIFY . DEPARIT4EN► AT APA Panel Shutlar Span(In.) * �.ap nails or 10d 4'concrete slab 3000psa / Span Rating Welglllgbm'1 24 36 4e 60 72 e4 96 mis-i a 'SAO TO 4PU FOR TFIE box nails per table 3.4 sill to studs @ 16"o.c. " / 32116b F S*Wr 116: zs 0.2 02 oa 04 0.5 08 °• UYA 1' FOUNDAT1* • TWO OMUWD 4 " 12d bloode headed nails ^p IVGe• FOR �XM OONOM Q 6•o.c.(nails Q 4•If shYn 4020 29 maher residence 3. TOtr�"� ` �� tD �• ` s shutter Is o✓er 5'long ad"g finished O1 0.1 0.2 0.2 0.1 0.7 1.7 12d nails w�p east marion, NY PLUMBER CERTIFICATION eEc�NtFUCTION ltW1tT 3A - - 0.1 0.2 03 0.8 1.0 ON LEAD CONT NT BEFORE SHALL MEET CERTIFICATE OF OCCUPANCY section @window Stephen rossetti, architect YoRill1S ATE OT RESPONSIBLE R section @ concrete wall �°` 4'S 0.1 01 0.7 0.5 0.9 P scale:nape 30 Wafield way SOLDER USE IN WATER� YORK STATE NOT RESPONSIBLE FOR sale:none Southampton, ny SUPPLY SYSTEM CANN07 DESIGN OR CONSTRUCTION ERRORS. EXCEED 2110 C F1%LEAD. DO NOT PROCEED WITH I FRAMING UNTIL SURVEY PLUMBING OF FOUNDATION LOCATION - ALL PLUMBING WASTE HAS BEEN APPROVED. &WATER LINES NEED I _ ---- TESTING BEFORECOVERIf:3 - . 1T11'Pi nF`(ri,ItOID OADEAWRAERS CERTIFICATE REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE A TOWN CODES AS.REQUIRED AND CONDITIONS OF Ir[,QQD2 SOUTHMDTOWNZEA COMPLY W ITH CHAPTER"48" SOVI'HOLD TOWN PUINNNE EDII FLOOD DAMAGE PREVENTION SQO1NOlDTOWN TRUSTEES SOUTHOLD TOWN CODE. KY,S.OEC M FUTURE SURROUNDINGS / GENE MAHER # 3 QN- 11294 / NY 95'-2' 27'-6' 40,_2' 27,_6• •o� r-------------------------------------------- iI ___ -iIIIIIIIIIIIIIIII II ------------------------------------------------ - -- -�b—ti_ III I I - _ -____ _I�IIIIIiIIIII _ -------- ----------------------------------------------------------- ___ __ -— L____ _ --------------------------------------------------------- 112, 7'-2' 13'-9 1/2' 7'-1' 6'-5' L___ ZA O o "30 .30- CON O FOOTER W/3 '1/2' DIA. COLUMN O ' BLOCK PIER FOR CRAWL SPACE L ------ _ HMINIMUM CONCRETE WALLS __ _ ______________________ __________________-__ J30'x30' WNC, FOOTER ..IIIIIIIIIIIIIIIIIIIII I III1II II� I ,ov I I 40,-2' I I m I I I I I I zo I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I N I I L------------------- ---------------- _J I L _______________J I 1 13'-9' I 131-9' 2T-6' l 27,_6' FOUNDATI❑N DRAWINGS ARE TO BE USED AS A GUIDE ONLY, APEX HOMES WILL NOT ACCEPT ANY LIABILITY OR RESPONSIBILITY FE INCORRECT FOUND > �4 NOTES 1. FOR ADDITI❑NAL INFORMATION SEE FOUNDATION TYPICAL DWG. A15, A16 OF THIS SET %N '•. ,•o`rry 2. PERIMETER RAIL ATTACHED TO SILL WITH 16d, NAILS AT 6° O.C. 4* ''•�o�NE� 0 3. PIER FOOTINGS BASED UPON 2000 PSF, ALLOWABLE SOIL BEARING PRESSURE , �$0���o1., 4, CONCRETE COMPRESSIVE STRENGTH, 2500 PSI PG, A1,5 5. M OR S TYPE MORTAR TO BE USED 2880 - T - RANCH 6, MAX, ANCHOR BOLT SPACING 6'-0" D.C. / THE PEW' OF 7, WINDOWS ORAVENTS (INSTALLED BYIBLDR) ARE ND TREQ'DY IS @TORPROVIDEXCEEDES1/150100 MOF) FLOOR AREA AS FREE VENTILATION / frIJJLi'X PEltFECTlON FOUNDATION PLAN AND SHALL BE LOCATED AS CLOSE TO CORNERS AS POSSIBLE. ffoff sl INC. DRAWN BY, DATES SCALEi LAYER, FILE NO, 8, NOTES ON THIS PAGE TAKE PRECEDENCE OVER NOTES ON TYPICAL FOUNDATION CMG/JRS 6/3/03 1/a =1 -D A11294 FUTURE SURROUNDINGS / GENE MAHER # 3 QN- 11294 / NY THESE PLANS HAVE BEEN EXTRACTED FROM APPROVED THE FOLLOWING ELEMENTS OF CERTIFICATION BUILDING SYSTEMS FILED WITH THE STATE. REQUIRED BY THE MANUFACTURER TO EXCLUDE EACH HOME ARE AS FOLLOWSi 1) DESIGNATED ONLY FOR ERECTION ON A SITE—BUILT PERMANENT FOUNDATION 2) NOT DESIGNED TO BE MOVED ONCE INSTALLED. 3) DESIGNED AND MANUFACTURED TO COMPLY WITH NATIONALLY RECOGNIZED MODEL NY. CERTIFICATION FOR MODULARS BUILDING CODE OR EQUIVALENT TO BUILDING CODES FOR ON—SITE HOUSING, YES X NO OR WITH MINIMUM PROPERTY STANDARDS ADAPTED BY THE SECRETARY PURSUANT TO TITLE II OF THE NATIONAL HOUSING ACT, AND 4) TO THE MANUFACTURER'S KNOWLEDGE IS NOT INTENDED TO BE USED OTHER THAN ON A SITE—BUILT PERMANENT FOUNDATION. lz 12 s� 15 9[[E 11 © ❑0 0 5z 15 o B � o - i'Vj� o'Y3oec y e NOTE — ACTUAL HOUSE MAY VARY FROM ELkII,[ 13 JJUUNN Ib LLUU 1 / THfr' PfflfOF 2880 - T - RANCH �pET PC1FRFFCTION FRONT ELEVATI ❑N u ll off s. INC. DRAWN BY- DATE, SCALE, I LAYER, I FILE NO- CMG/JRS 6/3/03 1 <'=1 -o A11294 FUTURE SURROUNDINGS / GENE MAHER # 3 QN- 11294 / NY LEFT SIDE ELEVATION RIGHT SIDE ELEVATION 4� GJ. tnta'im+xreoN-�lh s 6 N T ON / '� rA m NOTE - ACTUAL HOUSE MAY VARY FROM ELEVATION PG, A1,2 / THE PEAff OF 2880 — T — RANCH .00OZPEJX FRRFEMON SIDE ELEVATI❑ NS ' o Ji AJ, INC. DRAWN HYD DATES SCALE, I LAYER, I FILE NO, CMG/JRS 1 6/3/03 iia =i -o A11294 FUTURE SURROUNDINGS / GENE MAHER # 3 QN - 11294 / NY 4'-11' 8'-9 1/2' DATA PLATE, STATE LABEL AND PFS LABEL LOCATION 3'-0' 10'-8 1/2' 6'-8 1/2' T-Q• TVCA 2840 TVCA 2840 10'-11' 17'-10' 26'-11 3/8' 35'-6' 40'-0' ❑ TVCA 2840 NCA 2B4o NDW f3> 2x10 DRQ (3) 2n10 (3) 2x10 4'-11 1/2' '-ll' 16,_ /.2, F SPF 42 ,� SECA#24 PG. 29) (SEC, #4 PG. 29) � PG. 29) 1 ACCESS PANEL N TVCA 2860 TVCA 2860 O TVCA 2860 TVCA 2860 NC 2430 TVCA 2430 IN Fll10R I I I ® RJZ» V4830 V 36 W36 0 CW24 1 1 N 7 I/2' I. L 1 O VSB30 1 1 iu ➢H24 OW SH 36 H24 I I v F 20'-6 3/8' 12'-0 1/2' x^' 5'-6' mo © I i�� Nix 0' BATH #2 a j \D m III`�. a l ni HATH #3 m f1 � v 111 > i r I I m 5 .uza is l K. h-O' DINING ROOM u a< I BEDROOM #1 .. CI KITCHEN ° "" ❑ N �o� I I 297,08 SQ, FT. � 262.27 SQ. FT, o V m - YLi' '^ I 23,77 LIGHT REQ'D 20.98 LIGHT REQ'D I I T-1 1/2' " i N 1 � 11.88 VENT REQ'D iv 10.49 VENT REQ'l) F I I © m Q c. I 14,60 LIGHT PROV'D 82.29 LIGHT PROV'D I m I I I S 1264 VENT PROV'D 57,42 VENT PROV'D I m I I I 1 1 9'-6' ADD'L LIGHT PROV'D I I 1 1 LAUNDRY I ❑ ❑ :. LOUVERED I N I F-1/2' I B30 CLD PAN • F r? 3'-0 1/2' 2'-11 7%8 I 5,WALK-IN II I I I m CLOSET I 11�u --- - N L- W3615 W3030 EE �J © ------------- -------------- 18'-9 3/8' 20'-4 1%2' ' N 3'-0 13'-7 1/2' 30'x30' CPJryry'llC.I a FOOTER \0 N DIA, COLUM,,,,ldddd�fffl I IA o 11 ' 7 1/ • '-6 1/4 0 CLO DN IN I I :o ic• I a Sao N LIN ❑ J orcN 1 1 •f < ❑H r © LIVING ROOM iW N I I GARAGE >d N F N I 408.65 SQ. FT. � N, I 32,69 LIGHT REQ'D o " BATH #1 ,xxx HALL I I•� N 16.35 VENT REQ'D 9'-6' m m79,04 VENT PROV'D m I i t I A a n Co. FOYER 4L 0' i 1 ,_3, �__�8.-0 CLO ❑ CLD �� i fel i 9 1 L J © ❑H ❑H 4' 2'-0' 31'-8 7/8' //f L 3' VT VE ® ® ® L I I 11 2• ' R vi 30'x30' COry FOOTER W/h ❑A TVCA 2860 TVCA 2860 TVCA 28fi0 TVCA 2860 TVCA 2860 TVCA 2860 TVCA 2860 TVCA 2860 DIA. COLUM 1 a� a BOR, (3) 2x10 HDR, (3) 1 1/2'x1l ]/4' 11'-6' SPF #2 23'-6' M.L 35,_4, 40' -0- R 0' N nY SEC. #4 PG. 29) Sf'C, 44 PG. 29) a ( AN iD • < R, (3) 2.10 ! SgEcki4 PG 29) H. PNj BEDROOM #2 BEDROOM #3 1 1 °1 =fid I I 142,70 SQ. FT. •i 142,70 SQ. FT, i 11.42 LIGHT REQ'D Na 5.71 VENT RED'D 11.42 LIGHT REQ'D ZD I �o 29.20 LIGHT PROV'D 5.71 VENT REQ'D I - 1 o I I 25,28 VENT PROV'D 14.60 LIGHT PROV'D 1 1 12.64 VENT PROV'D I I I I I v0i l 12'-10 1/2' 12'-10 1/2' � 12'-10 3/8' ( 1 ® __,z 12'-10 1/2' b I I lU 1 — r TVCA 2840 TVCA 2940 TVCA 20401TVCA 2840 TVCA 2840 NCA 2840 TVCA 2840 TVCA 2840 6'-8 1/2' 6'-8 1/2' T-0' 1/2' UNIT 'A' 13'-8 1/2' UNIT 'B' 7'-0' 6'-8 1/2' 6'-8 1/2' 7'-0' 13'-8 1/2' UNIT 'E' 27'-6' 40'_2, 27-6' 13'-8 1/2' UNIT 'F' ® 4'X1O' FLOOR REGISTER (3' FROM WALL) (9) REQUIRED HOUSE TO BE ERECTED AT TOE-KICK HEAT GRILLE ( LOCATED @ WET AREAS) (3) REQUIRED COUNTY 0ffi➢ 6'%14' HIGH/LOW AIR RETURNS ' '@ 878 18AFF, (7) PAIRS REQUIRED 'TO THE BEST OF MY KNOWLEDGEJUDGEMENT EAST MARION, NY, , BELIEF AND PROFESSIONAL ALL EXT, LOAD BEARING WITH SPAN OF 3'-6' OR f� I( LESS WILL BE (3) 2x8 SPPFF ##2 ALL OTHERS WILL UPFNL 1, THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN APPROVED / 45L$, SNOW ZONE HE SPECIFIED ACCORDING TO NEW CALCS MANUAL. FROM A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION NO, M1168-97-003, MANUFACTURER'S NO, M1168, EXPIRATION MPH. WIND ZONE (3-SEC. GUST) ALL M/W HDR'Si WITH SPAN OF 3'-7' OR LESS DATE 8-3-02, WHICH HAS NOT BEEN MODIFIED IN ANY MANNER. 2I PSD. WIND LOAD BE SPECIFIED ACCORDORD WILL BE (3) 2x6 #2 ALL OTHERS WILL 2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED PER M1168-02-028 (ENERGY /'SEISMIC DESIGN CATEGORY - B ACCORDING TO NEW CALCS MANUAL. MODIFICATION) USING THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK - 2002 EDITION AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE SE o4 NEW yo '..mw...m����my S K�7ia 9� L HIGH WIND PACKAGE .... ........J PG, A1,3 IOTESII,BUILDER IS RESPONSIBLE FOR PROVIDING A PROPERLY 6,CLG BEAM @ GARAGE TO BE 41 1/2"x12" ML(SEC,4,PG,9 SIZED HEATING SYSTEM TO COVER A 118,000 BTU LOSS 7-CLO BEAM @ HALL TO BE4-2x10 #2 SPF(SEC,4,PG.91) [/ -rfff' PfAXOF %, 670 �� ///�3 2880 - T - RANCH 2- HEAT LOSS WAS CALCULATED W/ R-19 INSULATION OR HEATED BSMT,8,EXT WALL HDR @ LR TO BE (2)1 1/2'x11 1/4' ML •,!J! i Pl'RFF'CTION qQ No �ZPEzr FESCID 1st STORY FLOOR PLAN 3, x — DENOTES ADDITIONAL COLUMN IN BASEMENT 9, II0ILIL' S, INC. 4,CLG BEAM @ BEDROOM #1 TO BE 6-1 1/2'x14° M,L.(SEC,4,PG,92) 10, DRAWN BYE DATE. SCALE. LAYER, FILE NO, 5,CLG BEAM @ LIVING RM, TO BE 6-1 1/2"x18° ML(SEC,4,PG,92) CMG/JRS 1 6/3/03 1/4'=1'-0' SHl/FPl A11294 FUTURE SURROUNDINGS / GENE MAHER 43 QN - 11294 / NY ALL BEDROOMS ARE ARC-FAULT PROTECTED .macs-GAS LINES DN-SITE BY BUILDER yr--I S3S3 ® GF[ V 6I GFI I CHIMES �pTT F''� ................................... _______________ -------- A, ® S3S I ® P T GF[ I L1J IILJ 0 I I I I I I I GFI I I I I I IRRIII I I I L_J ��- lJO FL _ �� FL Q --- A- SSS -- 1 (BOXED) L m ------� CLG r MTN GFI III V F------------------- __ _ ___ - ---- --m i Lm ----a --- '� - +, L-_____-__� I F- __ IF- 1___ CI ,i GFI ___N CTCT I I P SI3 P ®FUR%BSNT S➢ GFI I I J (so T H T I s➢ Y —_—_—_—_—_— I O OF II MTN I GF] F_-m CG 3 I FIRE 1 I 1 1 L______ _________________, III _____________ _________J 0 I� GFI I I (� L 4' --- I • ._J I I I I I L I ® I ® ® I 1 CHIMES GFI @sn I %� GFI LLG I GFI 1 I b - ------ II - I I III J L____-____—__� III 1 II 1 I I I b I GF[ GFI GFI P I ELEC. DROPS ',\ A . v sAA% N e Y'., �� jug 11.VA *1 q PG. A1.4 / THE PF.4A OF 2880 - T - RANCH .0017 PEJX PfRTECTION 1st STORY ELECT , PLAN C , o L AJ, INC. DRAWN BY- DATES I SC LE, LAYER, FILE NO' CMG/JRs 6/3/03 1/4 =r-o SMI /EL l A11294 FUTURE SURROUNDINGS / GENE MAHER # 3 QN - 1120 95'-2' 27'-6' 40'-2' 27'-6' ------------------------------------------ — — r --- -—o I T— F --- — — -- ----� L ' ———— -- ——————— —————————————————————— r-------------------------------------------- I I I 1 I I L_--_ _-_ _-_ -______----_ ---- ___� I L' 1/2' u I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I w I I � 13'-9 1/2' 7'-1" 7'-1' 7'-2' 0 6'-5' 6'-5' 6'-5' I I I I I i d0� i i i I i I L---J 0 ° o 0 i I D ° i I N i I i i I b O I 30x30' CONC, I 1 I ' FOOTER W/3 1/2' 1 a� 0 1------� DIA. COLUMN I I ro I 16'%16' BLOCK I I I I SPACE PIER 1FO OR CRAWL I I ' ' r-- I � I I I I I I I _-____, 8' MINIMUM CONCRETE WALLS I 1/2' L I _ ---------------- _-_-� I j I O r r I 30'x30' CONC. I I FOOTER - - I r_ ____________________40_ i_ 2___-___ J I I I I •' I I I I I I 1 1 I I______ILi I I I I I I ° i Zo I •� o l I I I I I I I I I I I I I I I I i i 1 n I L__________________ ___________ L _____________________________________-___J I I I 1, I I I L1____----__ -__________I___________13'-9 _-----____1J L�_-_ --I-__ _ 13'-9' - J llll 27'-6' 27,-6' FOUNDATION DRAWINGS ARE TO BE USED AS A GUIDE ONLY, APEX HOMES WILL NOT ACCEPT ANY LIABILITY OR RESP❑NS ILITY FOR INCORRECT F❑UN� o f A AX8ERYSOH ✓/� AIdB11T •� r NOTES: V :oh' >c : 1. FOR ADDITI❑NAL INFORMATION SEE FOUNDATION TYPICAL DWG. A15, A16 OF THIS SET '• �' :.-F � .` 2, PERIMETER RAIL ATTACHED TO SILL WITH 16d, NAILS AT 6' D.C. 44� N J 3. PIER FOOTINGS BASED UPON 2000 PSF, ALLOWABLE ❑IL BEARING PRESSURE N �2' 4. CONCRETE COMPRESSIVE STRENGTH, 2500 PSI PG. A1,5 5. M OR S TYPE MORTAR TO BE USED 6, NCHOR BOLT SPACING: 6'-0' O.C. TXh' PLAXOF 2880 - T - RANCH 7, C4 S ❑RAVENTS RINSTALLED BYEAS WHERE IBLDRND ELARETREQ'DY IS @T❑RPROVIDESI/150100 M❑F) FL❑OR AREA AS FREE VENTILATION / PGRFlsCTlON F ❑ UNDATI ❑ N PLAN AND SHALL BE LOCATED AS CLOSE TO CORNERS AS POSSIBLE. HOffESy INC. DRAWN 8Y, DATE. SCALE, I LAYER, I FILE No 8. NOTES ON THIS PAGE TAKE PRECEDENCE OVER NOTES ON TYPICAL FOUNDATION CMG/JRS 6/3/03 1/a'=1 —o' A112134