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Home My WebLink About30095-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30935 Date: 05/26/05 THIS CERTIFIES that the building NEW DWELLING Location of Property: 140 (AKA 819) LINNET STREET GREENPORT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 48 Block 3 Lot 3 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated FEBRUARY 20, 2004 pursuant to which Building Permit No. 30095-Z dated FEBRUARY 20, 2004 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 AS APPLIED FOR & AS PER CONDITIONS OF ZBA #5476 DATED 2/19/04 . The certificate is issued to TODD JENSEN (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-03-0119 04/14/05 ELECTRICAL CERTIFICATE NO. 2024044 12/03/04 PLUMBERS CERTIFICATION DATED OS/16/05 CUTCHOGUE EAST PLUMS&HEAT A ho r'zed SZgnature Rev. 1/81 Form No.6 TORN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 r — i APPLICATION FOR CERTIFICATE OF OCCUPANCY S' -r zoos This application must be filled in by typewriter or ink and submitted to the Building Depanme t wi[t the folfoavin9 � � . °T �Nt qtr -. iNr 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 V0.00. 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. 5111 /of New Construction: Old or Pre-existing Building: (check one) Location of Property: �) 9 Lto r 7- St (9/CCzn1Po �r— House No. Street Hamlet Owner or Owners of Property: I�I t� 9L� Suffolk County Tax Nlap No 1000, Section Ll Block 3 Lot 003 Subdivision Filed Map. Lot: Pennit No. 3 ��qJ Date of Permit. Z to12-03qApplicant: f V o J�,-�%cj Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate_ Final Certificate: J� (check one) Fee Submitted: $ S p�cO 6_s •�K �P) C C ?_- . ,Q9 35 Ap icant Sign tune 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. 30095 Z Date FEBRUARY 20 , 2004 Permission is hereby granted to : TODD JENSEN 819 LINNET STREET GREENPORT,NY 11944 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA APPROVAL at premises located at 140 LINNET ST GREENPORT County Tax Map No. 473889 Section 048 Block 0003 Lot No. 003 pursuant to application dated FEBRUARY 20 , 2004 and approved by the Building Inspector to expire on AUGUST 20, 2005 . Fee $ 495 . 00 t orized Signature ORIGINAL Rev. 5/8/02 M sLnQ�LrE3PL-rs�.JJ �ss�.l 'P. u��n srr��r�nrnn��rrrs�n�rrrr��nrs��s� 3 91 5 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 BUREAU 40 FULTTON STREET F C NEW YORK, NY 10038 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 5 BRIAN BROOKS ELEC. INC. TODD JENSON 5 5 BOX 1001, 455 BEEBE DR. 819 LINETT ST 5 CUTCHOGUE, NY 11935, GREENPORT, NY 11944 5 5 Located at 819 LINETT ST GREENPORT, NY 11944 5 Application Number: 2074044 Certificate Number: 20240445 Section: Block: Lot: Building Permit: BDC: NS37 5 Described as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 Basement, Firs[Floor, Outside, �5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed raj 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 3rd Day of 5 December. 2004 5 5 5 Name QTY Rate Ranng Circui[ Tv pe Miscellaneous 5 5 modular house 5 N.Y.Sta[e approval#19-25130 5 NiFG-Apex Homes Inc serial � 8270 AB Alarm and Emergence Equipment 5 5 5 Sensor 1 0 Carbon Monoxide 5 Appliances and Accessories 5 Furnace 1 0 Oil 5 Wiring and Devices 5 S�citch 1 0 General Purpose 5 Fixture 5 0 Incandescent 5 5 Service I Phase alb' Service Rating 200 Amperes 5 Service Disconnect l 200 eb 5 Nleters. I CC 5 sea, 5 I of I5' 5 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 5 L 5 M r rPcPcPLPLrrJ'rJ arJrJrJc111111 JrJ101 rJ�rPcPr�rJ�cPc fr�fr1rP r�r�cJ r�MP LTPL'3 cPcfEtJ� rJ�rJcPrRpd'@'@PE I@ iz � ' '� Town Hell, 53095 Main Road � Fax(S 16) 765.1623 P. O. Box 1179 .► Taiaphone(516) 766.1802 Soulhoid, Now York 11971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C F R T I F Y C A T I Q N DATE t DiAilding Permit No. Owner: 5e,Ive, (p ease print) Plumber, J�cIL S Inv CU�G�t' �� 57 C� — ( � I C t (please print) I certify that the solder used in the water supply system contains leas than 2/10 of 1% lead. i (P mbers Signature ) Sworn to before me this �cT-hL .;. NAGY �l0 day of .,4 Public Stag of 1`2--York o.4896735 Notary Public� County AualifiedinS!'f -y: .��,�;,ry 'ommissia-1i:1ay20 r APPEALS BOARD MEMBERS Gika Southold Town Hall Ruth D. Oliva, Chairwoman 53095 Main Road Gerard P. Goehringer y P.O. Box 1179 C Lydia A. Tortora • Southold,NY 11971-0959 Vincent Orlando y ! Tel. (631) 765-1809 James Dinizio,Jr. �Ol `dap Fax (631) 765-9064 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF FEBRUARY 12, 2004 Appl. No. 5476 —TODD JENSEN Property Location: 819 Linnet Street, Greenport CTM 1000-48-3-3 (unmerged from adjacent CTM #48-3-4) FINDINGS OF FACT PROPERTY FACTS/DESCRIPTION: The applicant's property, shown with an area of 5,625 sq. ft. and a frontage of 50 feet along the south side of Linnet Street, is presently vacant (after recent removal of the dwelling shown on the survey map that was situated 3 feet from the rear property line and 1.9 feet from the easterly side lot line. BASIS OF APPLICATION: Article II, Section 100-26, based on the Building Inspector's December 22, 2003 Notice of Disapproval, for the reason that the subject lot merged with an adjacent lot to the east, CTM #1000-48-3-4, due to common ownership for a period of time after July 1, 1983. The Building Department also added in its December 23, 2003 amended Notice of Disapproval that a 544 sq. ft. house had existed and that the house was demolished under permit #29838 dated 10/23/03. APPLICANTS' REQUEST: Applicant requests a Lot Waiver to unmerge Suffolk County Tax Map Lot 3 (Greenport Driving Park Lot 67) from SCTM Lot 4 (Greenport Driving Park Lot 66). Each contains an area of .12 of an acre as deeded before 1957. REASONS FOR BOARD ACTION DESCRIBED BELOW: Based on the testimony presented, materials submitted and personal inspection, the Board makes the following findings: 1. The September 4, 2003 title search, prepared by Land America Commonwealth, indicates that CTM 48-3-3 was transferred on October 1, 1976 to Frank A Field, who then transferred the property to Frank A. Field Realty, Inc. on March 17, 1984. The property was later transferred to the applicant, Todd Jensen, on October 8, 1991. 2. The same title search indicates that CTM 48-3-4 was transferred to Frank A Field on March 31, 1975, and on March 17, 1984 transferred to Frank A. Field Realty, Inc. The property was later transferred to Bernard and Diane Purcell on February 7, 1994. 3. Each property has, or recently had, an occupied house on it since before the start of zoning in 1957, and both lots are consistent with most lots in the area. 4. This waiver of merger will recognize the original lot lines shown on the Map of Greenport Driving Park filed December 1, 1909 in the Office of the Suffolk County Clerk, and in the deeds dated August 8, 1964. Page 2—February 12,2004 ZBA Appl. No.5476—Todd Jensen 1000-48-3-3 at Greenport 5. Information was submitted by applicant to show that the waiver will avoid economic hardship because both lots are owner by different owners and to continue with this merger will deprive each homeowner of the reasonable use of their property. The waiver of merger will allow for the ultimate construction of one single-family residence on the applicant's property, replacing the former dwelling, which does not result in a significant increase in the density. 6. In granting this waiver, the Board finds that the better interest of the town will be served because the applicant intends to reconstruct a house on the property within the required setbacks for this zone, utilizing all of the current codes pertaining to fire, building, safety, and zoning codes that apply. RESOLUTION: On motion by Chairwoman Oliva, seconded by Member Dinizio, it was RESOLVED, to GRANT the lot waiver to unmerge CTM 48-3-3 from CTM 48-3-4, as applied for, and shown on the map prepared by John C. Ehlers, L.S. dated July 15, 2003, updated August 6, 2003. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Oliva (Chairwoman), Orlando, and Dinizio. (Member Tortora abstained; Member Goehringer was ab"e t.) This Resolution was duly adopted (3-0). Ruth D. Oliva, Chairwoman 2/1q /04 Approved for Filing FORM NO. 3 NOTICE OF DISAPPROVAL DATE: December 22, 2003 TO: Stacey Bishop for Amended(Note) : December 23, 2003 Todd Jensen 150 Wateryiew Dr. Southold, NY 11971 Please take notice that your application dated December 4, 2003 for construction of a single family dwelling at Location of property 819 Linnet Street, Greenport, NY County Tax Map No. 1000 - Section 48 Block 3 Lot 3 Is returned herewith and disapproved on the following grounds: The subiect lot has merged with an adjacent lot to the east (SCTM 448-3-4) pursuant to Article II Section 100-25, which states: "A Merger A nonconforming lot shall merge with an adjacent conforming or non-conforming lot, which has been held in common ownership with the first lot at any time after July 1, 1983. An adiacent lot is one which abuts with parcel for a common course of fifty(50) feet or more in distance. Nonconforming lots shall merge until the total lot size conforms to the current bulk schedule requirements." Total lot coverage is less than 20 percent,. *Note: Subject property contained a 544 sq. ft. house which was demolished under building permit 1129838 dated 10/23/03. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require additional review from the Southold Town Building Department. OlrSOUTHOLD PROPERTY RECORD CARD OW_N_EJR_/ _ _ STREET/t/0 VILLAGE DIST. SUB. / LOT 67 YU en se /NNf i RM ER OWNER N E lACR. �n e Id R =n l a S W TYPE OF BUILDING RES. ale SEAS. VL FARM COMM. CB. MISC. Mkt. Value 1 LAND IMP. TOTAL DATE REMARKS �2CC (�Qi - 2s o 70 o so / yo O Sa /o/ �y t GaLtdeeor> Soo ' dao 3 9 7 /.217f Jf 4ea/9r d'/ ?a f�%u -., 6� 3no 900 -lev ►2©0 711,014,P- Q 7 6Q D P - ;kc�z r, urN / To AGE BUILDING CONDITION -3 8 0� tiC �� o L 93g l NEW NORMAL BELOW ABOVE /D g 9 - 55 - I?/d �Pa/,lam, f ns�n X40 000 FARM Acre Value Per Value ' Acre a/s 9a -8P `ta - - 1 Tillable 1Ib 113 RPS q? g' demali hm of dAe.ilinq Tillable 2 -�im P,MCAD Tillable 3 Woodland Swampland FRONTAGE ON WATER Brushland FRONTAGE ON ROAD House Plot DEPTH BULKHEAD Total "w DOCK I's '1A T 1 - - �r R^q Y M. Bldg. �: 1 \ �/Z /tl Foundation C^"' 1�, Bath I Dinette Extension , Iw , sement Floors K.Q � + _ Extension ro X 12 : 2-0 Ext. Walls r Interior Finish ` LR. Extension Fire Place Heat DR. Type Roof i Rooms 1st Floor — BR. Porch Recreation Room Rooms 2nd Floor FIN. B. Porch Dormer — Breezeway Driveway Garage Patio — O. B. Total tc� 1 090 21 'a 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: (:7-;W/4Ak DATE INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ROUGH tL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: S vtef,"T °^,-4-s -3 c7 .0 CLIA lk�-c � o�a9 -�o 1MA.11-4 , t\ -c / yvt R kk �1 i �,� 3 tnb4s4-C -2 /i ` , L 3 " WYE SccJ ow. ero b[ DATE ' g Z� ° `F INSPECTOR--C W( I l rAS( wc-cT OA 1 inn 1 eti CA- dl JS A5Rt,S , Scpnl�r( �7 765.1802 BUILDING DEPT. INSPECTION t//] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ j FINAL [ j FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: r DATE INSPECTOR - 765-1802 BUILDING DEPT. 1 NSPECTION [ /] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR '` FIELD INSPECTION REPORT DATE COMMENTS G FOUNDATION(1ST) :��j o4 40 le \ Z FOUNDATION(2ND) /17 — tj 2 V xa . O Ay- ROUGH FRAMING& l k Z \/t 2 5 PLUMBING -V-rY. c H �inA l or C A 0 vs Ma a tF� nJ 3 INSULATION PER N. Y. STATE ENERGY CODE FINAL ADDMON_ L COMMENTS — / -- �I'Z -- v 2. --- CA m O m cj------ b r i TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following.before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans_ TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT No. �`�' �— Check Septic Form N.Y.S.D.E.C. Trustees Examined Contact: /) Approved 20 7 Mail to: TA -V BI Sty_ie Disapproved a/c r ISAPP ^ ' Jsd LflY .So� -moc0 Phone: 7(o S - (o 7 t 7 Expiration ,20 i r Buildin Inspector APPLICATION FOR BUILDING PERMIT - INSTRUCTIONS I)Date ECA:-M(3c-F_ 3 2003 a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans,accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas,and 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. E Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing, the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations, for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. L � ature W applicantto�/r name,if a corporation) �..L, 15-6 WX_XzL -(C,y U, .Cf�rJY`11G C.✓J (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder AGC'A)/ - ??0Je-r MAN46c5M_ Name of owner of premises ii o t7n S,5nl Sc aJ (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. Electricians License No. Jther Trade's License No. 1. Location offland on which proposed work will be done: / 81 I LINIJCT / S(,t --r- &4c:F-�-AJP02-T House Number Street Hamlet County Tax Map No. 1000 Section `/ Block 3 Lot J Subdivision Filed Map No. Lot -7 (Name) a 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy $/A)G C s FA A.I Ic.Z bWGU..JG 3. Nature of work(check which applicable): New Building X Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost_ Fee (To be aid on filing this application) 5. If dwelling, number of dwelling units t✓ Number of dwelling u*iQ� ach floor If garage, number of cars �j{{{�yy 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 5 Rear ;2 S Depth q0Height ,y� , '' Number of Stories / 9. Size of lot: Front---S _ Rear SD Depth 5-Z) 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO X 13. Will lot be re-graded? YES., NO—Will excess fill be removed from premises? YES_NOS'_ 14. Names of Owner of premises �--- -Sco Address k19 C rn y rr ST- Phone No. 4 77 -,9566 Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * 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 X * 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) SS: COUNTY OF ) CTACL- -V 13r ! og being duly swom,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, T (S)He is the A6C:t/ - P2o v= -r Nt Aj,%fac-ky (Contractor,Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn o before me thi _ day of 20 03 No b rc 'Signature df Applicant PATRICIACORMN -y Public,State of Nen Yolk No.OIC05017852 iaafied in Suffolk County :I Expires Sept 13.-,W 0) SURVEY OF LOT 6-1 N PLAN OF PROPERTY OFw � � E 6REENPORT DRIVING PARK Fl_ED DEGEMBER I, 1909 FILE No. 369 ++; I' n, n ") I ,1 SITUATE: GREENPORT S TOWN: SOUTHOLD SUFFOLK COUNTY, W SURVEYED 0-7-15-03, PROPOSED AGTION 08-06-03 AMENDED 02-05-04, 03-16-04, 04-01-04 51JFFOLK GOUNTY TAX u Lot 1000-48-3-3 dwellin Lot ba Public wa?er Lot Ea vacant vaG an t a Tr J� t ELi4 vaq CBr ' - SB('JiGE I�'1 44 EI i4, 392046, -- 1v - EL.14 qc' Ft a 0�W �2v proposed ! later EL.!4 a' NI encased in PUG f,Jlli re ; r`I cp cp O un CA) ; ml o ` O Abandonment of e�isi: :g ; 71 2 sy iem N o B ew N p to�. \vitnessed _ SPG er,. S.r. dwelling � ��e ' municipal I'1'Oter g Sewer Exlstin NOTE AN ) Pools to � FE E=r I by Det Of Haab Services ond ' dk^eea SUR\/EY OF LOT 67 N PLAN OF PROPERTY OF C'-4� GREENPORT DRMING PARK FILED DEGEMBER I, 19Oq FILE No. 36q 51:tATE: OREENPORT S TOWN: SOUTHOLD WFFOLK COUNTY, NY SURVEYED 0-7-I5-03, PROPOSED AGTION 08-06-03 AMENDED 02-05-04, 03-16-04, 04-0I-04' - FOUNDATION LOGATION 01-23-04 SUFFOLK COUNTY TAX # 1000-48-3-3 r 4 C��4 N Q Q J TT o ester ser,l�e ---- �� S82°46'1011 - w � SO•W E FE M9 I I w I Ow • hC-4\ /�)• v m 1 Ot G y '" 5' 10' 25' - a �Goncret Undation O y� v- 1� Fr O AI-, 1 7 O W M Lot 5 aI O M 0 25' M QI o cn �I I Lot 66, N O B ' 0 20 Lot 67. ' � I z ml I I I o— I 2.25 - wood Lot 4 29v1 fence—o—G�; N8VE- 2 , I °46�10 3 W .25 CUTH M D T0: 50.009 Diana Jensen TOM Jensen 'Lot 14., M&T nw aH Company Title Insurance Lot 12 Commonwealth i SUFFOLK COUNTY HEALTH DEPT. i \ REF. u RIO-03-Oliq NOTES: g, d� AXLE FOUND p PIPE FOUND 1A AREA = 5,625 5F JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S.LIC. NO.50202 6RAPHIG SGALE I"= 20' RIVERHEAD, N.Y. 11901 — 369-8288 Fax 369-8287 REF.\\HP SERVER\D\PROS\03-218.pro SURVEY OF LOT 6°7 N PLAN OF PROPERTY OF I GREENPORT DRIVING PARK w E FILED DECEMBER I, 1909 FILE No. 369 SITUATE: eRfmNPORT s TOWN: SOUTHOLD SUFFOLK COMM NY SURVEYED 01-15-03, PROPOSED ACTION 08-06-03 AMENDED 02-05-04, 03-16-04, 04-0I-04 FOUNDATION LOCATION 01-23-04 FINAL SURVEY 11-12-2004, 1-25-2005 SUFFOLK COUNTY TAX s 1000-46-3-3 C Q J�^ LinnL water service � a:t W \0\ iv qo' v FI 50.00v 07'ytl 1 1 I a � LjI v i m i - ice . N I\�IP I N `V • ti I — _ n�li LC ST.6 1, � L 6, N r' •-� conc. stoo -- - ---- - - -- _� I conZ Story i c. stoop Frcim e FE House ° = 2.5, I O W Lr I M �, 0 0 M Q) - - 25• 0 I NLot 66, o I of � io Lo�� — _ o F. 0�o� 'Lo�4i aqw 1 wood o fe cn e oFE � I N8204691011W3�55 -r- CMTWW TO: 0.00 I Duos lenxm Lo It qi Todd lemea r .... ... - �. C=M=LAnd�19tk lmmance Company _ 71 . APR y. 4 ClW r is -o-- y; 1<l - SUFFOLK COUNTY HEALTH DEPT. REF. a RIO-03-0119 + NOTE5: I AXLE FOUND p PIPE FOUND ,a e gwer va we.pi n WATER 5ERVIGE ENGA5ED IN PVG PIPE A5 PER DEPARTMENT REGULATIONS FOR LOGATtV6LiER_ 83J SOQZ �.. , THAN 10' TO 5EPTIG SYSTEM JOHN C. EHLERS LAND SURVEYOR AREA = 5,625 5F ( 1 I 6 EAST MAIN STREET N.Y.S.LIC.N0.50202 GRAPHIC, SCALE I"= 20' RWERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.\\Hp server\d\PROS\03-218.pro 1 2 6 RANCH BI-LEVEL T-RANCH \ SPLIT LEVEL (DWG. 3.1) L-RANCH T-SPLIT LEVEL A-] cnvc. 3.n (nvc. 3.0 <DVG. 3.0 (DWG. 3.0 xu CAPE 3 4 5 (DWG. 32) L i TWO STORY TWO FAMILY RANCH TWO FAMILY BI—LEVEL SINGLE STORY/TWO FAMILY (OFFSET) (I)VG, 1D (OVG. 3.1) TWO STORY/TWO FAMILY (DWG. 3.1) TWO STORY/TWO FAMILY (OFFSET) TWO STORY/TWD FAMILY (DWG. 32) GWG 32) QWc u) (DWG. 3.2) CAPE w/ SHED DORMER (DVG. 32) DRAWING INDEX DESIGN BASIS PG M DESCRIPTION 2 8 Al COVER SHEET TRUSSES; A1.1-1.4 ELEVATIONS 16. O.C. - 60 PSF TOP CHORD LIVE LOAD A1.5 FLOOR PLANS 10 PSF TOP CHORD DEAD LOAD TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGEMENT, AL6 ELECTRICAL PLANS 15 PSF BOTTOM CHORD LIVE LOAD THESE PLANS (AND SPECIFICATIONS) ARE IN COMPLIANCE WITH THE AI.7 FOUNDATION 7.5 PSF BOTTOM CHORD DEAD LOAD ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE, A2 TYPICAL ELEVATIONS 24' MC. - 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 OPTIONAL ELEVATIONS 10 PSF BOTTOM CHORD LIVE LOAD A5 FLOOR PLAN MASTER 5 PSF BOTTOM CHORD DEAD L13AD3-BOX WIDE TWO STORY 3-BOX WIDE RANCH A6 FLOOR PLAN MASTER RAFTERS: (DWG 3.0 (DWG 32) A7 FLOOR PLAN MASTER 40/45, 60/65, 6 80/85 G.S.L. (WORST CASE) AS TYPICAL BATHROOMS 10 PSF = DEAD LOAD "SPACE RESERVED FOR THE NEW YORK STATE STAMP OF APPROVAL" A9 TYPICAL KITCHENS CEILING JOISTS (STORAGE),AID TYPICAL KITCHENS All MASTER ELECTRICAL PLAN 20 PSF = LIVE LOAD Al2 MASTER ELECTRICAL PLAN 10 PSF OR ACTUAL VEIGHT = DEAD LOAD THS' PEAX OF 14. TYPICAL HEATING AND ELECTRICAL FLOORS (NON-SLEEPING AREA). / PE � PE'RFE'CTION A13 HVAC SHEET 40 PSF = LIVE LOAD A14.2 HVAC SHEET 10 PSF OR ACTUAL WEIGHT = DEAD LOAD A14.3 HVAC SHEET HOMfj S, INC. AI4.4 HVAC SHEET FLOORS (SLEEPING AREA) A15 TYPICAL FOUNDATIONS 30 PSF . LIVE LOAD A16 TYPICAL FOUNDATIONS 16 PSF OR ACTUAL WEIGHT = DEAD LOAD 247 US HIGHWAY 522 N, MIDDLEBURG, PA 17842 Ail TYPICAL CROSS SECTIONS WIND LOAD: (570) 837-2333 AIB TYPICAL CROSS SECTIONS AS PER ASCE 7-98 A19 PAGE HAS BEEN OMITCD SEE CALCULATIONS MANUAL APPENDIX 'C' A20 PAGE HAS BEEN GMITED UPLIFT. A21 CAPE ROOF SYSTEMS A22 CAPE ROOF SYSTEMS AS PER ASCE 7-98 Manufacturers No. M 1 1 68 A23 PAGE HAS BEEN DMITED SEE CALCULATIONS MANUAL APPENDIX 'C' L 'E' A24 PAGE HAS BELN OMITED UNBALANCED SNOW FACTOR FIELD INSPECTION NOTE F�4 A25 PAGE HAS BEEN DMITED 1.5 ALL CASES A26 ROOF SYSTEMS THE LOCAL BUILDING CODE ENFORCEMENT OFFICER SHALL APPROVE A27 ROOF SYSTEMS WIND SPEED' ,R ,-�Ql • AS PER ASCE 7-98 SITE REQUIRED FIELD BUILT WALLS BETWEEN DWELLINGS, A28 ROOF SYSTEMS COMPLETION OF FIRE RATED ASSEMBLIES ABOVE CEILINGS 6 UNDER ice' Fln41'8ON•� 90 AND 120 MPH AT 3 SECOND GUST FACR A26.1 ROOF SYSTEMS FLOORS, HANDRAILS FIELD INSTALLED 6 ALL WORK DONE ON-SITE : (('�i•s AI T NFpy P A29 PROJECTING SECTIONS DETAIL AINA30 PROJECTING SLCIIONS DETAIL . 'tP $, O A31 PROJECTING SECTIONS DETAIL DESIGN CRITERIA GENERAL NOTES NEW YORK STATE �• . RA A32 PAGE HAS BEEN OMITED • _ A33 TYPICAL FRAMING DETAILS CONSTRUCTION TYPE5 CODE CONFORMANCE ,>pN° '�r.1i A34 TYPICAL SECTIONS AND DETAILS THE INCLOSED PLANS AND SPECIFICA110NS ARE THE PROPERTY OF APEX HOMES, INC. THE METHODS or i'j.�° Q (i e•, `�p4• W A35 TYPICAL SECTIONS AND DETAILS USE GROUP; R-4 OF CONSTRUCTION DETAILED VITHIN SHALL BE KEPT CONFIDENTIAL. ANY UNAUTHM17ED USE O THESE THC ENERGY CONSERVATION CONSTRUCTION COOS OF NEW ($BVi1'[�. a •• t+� .y - _ DRAWINGS WITHOUT THE CONSENT O APEX MKS, INC IS PROHIBITED f`M1Tn` A �y A36 PAGE HAS BEEN OMITCD PE% HOMES, INC. WILL BE CONSIpCRCO AS A 'SUB{ONi RACTDR' IN ALL BNLDING PROJECTS. THE RESIDENTIAL CODE R NEW YORK STATE �� " �>► CD OCCUPANT A36.1 TYPICAL SECTIONS AND DETAILS SUPPLYING A BUILDING COMPONENT TO A 'GENERAL CONTRACTOR' OR 'BUILDER'. THE SPECIFICATIONS �1,; O N� �` C ONE AND TWO FAMILY DWELLINGS ENCLOSED ARE FOR DESCRIBING AND DETAILING THE PROPER USE OF OUR MANUFACTURED BUILDING ;G 677 �. A37 PAGE HAS BEEN DMITED MODULE AND ITS CONSTRUCTION, COMPLETE PROJECT BUILDIK DESIGN G.e. SITE, FOUNDATION, DECK, NOTES, A A38 TYPICAL FLOOR / CEILING FRAMING OR PORCHCS, ETC-) SHALL BE BY THE 'GENERAL CONTRACTOR'. ALL NOTES PERTAINING TO 'IN FIELD', ASF NP's' T 'DN-SITE'. OR 'BY BUILDER' SHALL BE 1HE RESPONSIBILITY OF THE 'GENERAL CONTRACTOR' 1. THESE PLANS REFLECT TYPICAL DIMENSIONS. LUMBC R� " A39 WALL SYSTEMS THESE PLANS WJSi NOT BE SCALED FOR 0114CNSIONRL REFERENCE ALL DIMENSION LINES AND SPECIES AND SIZES ONLY. REFER TO INDIVIDUAL z6MM CALCULATIONS MANUAL SHOULD BE CDNSOIED. V L. ASYSTEMST F P/R//L]fON 40 WAIL NOTES S24' WI DE OD SUCH REFERENCES. ALL 24• VIDE MODELS ACTUAL DIMENSION FROM FRO THE OUTSIDE D FACE W WALL FRAMING AMIN IS 23'-8'. �. /LPEX A41-43 PAGE HAS BEEN OM1TC0 HOUSE TO BE ERECTED AT AND ALL 28' VIDE MODELS ACTURE DIMENSION FROM THE OUTSIDE FACE OF WALL FRAMING IS 2T-6•. 2 FACTORY BUILT PORTIONS OW Y. JJ�((L IYOAJLPS UNC, A44 INSULATION VALUES ALL 32' VIDE MODELS ACTUAL DIMENSION FROM THE OUTSIDE FACE OF WALL FRAMING IS 31'-6'. B47 US fi)B A7 SBS N. BFOPUBUR4 PI 17W A45 INSULATION VALUES GREENPDR T, NY. SUFFOLK COUNTY AND THE THIRD PARTY AGENCY SHALL BE PPS CORPORATION. LABELS SHALL BE LOCATED AS FOLLOWS, 3 INDIVIDUAL (DISCRETE) MODEL PLANS DERIVED (4>P)647-MRS IAS Bd7-B2KB A46 TYPICAL PLUMBING SCHEMATICS AND NOTES 45 LB. SNOW ZONE STATE INSIGNIA, DATA AND THIRD PARTY LABELS SHALL BE MOUNTED ON WALL BELOW KITCHEN SIN( FROM THE SYSTEM AND SUBMITTED TO LOCAL CODE ENFRCEMENTIN C A47 WINDOW AND DOOR SCHEDULE 120 MPH. WIND ZONE (3-SEC Fd1ST) WAIN BUILDING PERMIT F PICIAL PLICATION SHALILNBE COVER SHEET — IRC A48 I HIGH WIND FASTENING PACKAGE 26 PSF. WIND LOAD ACCOMPANIED BY A MECcheck REPORT XY, .", am Dvc,o SEISMIC DESIGN CATEGORY - B SNOW LOADING PER INDIVIDUAL SUBMITTAL SHALL BE LOCATED ON FLOOR PLAN (INCLUDING THE INSPECTION CHECKLIST) BSL/DRP 18 JAN 0 Al ELIT URL SURROUNDINGS / JENSEN #1' (B) C>lN- 11462/NY THESE PLANS HAVE BEEN EXTRACTED FROM APPROVED THE FOLLOWING ELEMENTS OF CERTIFICATION BUTLDING 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 FOUNDATION w 2)NOT DESIGNED TO BE MOVED ONCE INSTALLED. "o ?) DESIGNED AND MANUFACTURED T❑ COMPLY WITH NATIONALLY RECOGNIZED MODEL NY. CERTIFICATION FOR MODULARS BUILDING CODE OR LQUTVALENT TO BUILDING CODES FOR ON-SITE HOUSING, 1f r YES X NO OR WITH MINIMUM PROPERTY STANDARDS ADAPTED BY THE SECRETARY PURSUANT z a r TO TITLE lT OF THE NATIONAL HOUSING ACT, AND w z L 4) TO THE MANUFACTURER'S KNOWLEDGE IS NOT INTENDED TO BE USED OTHER THAN oma; aw ON A SITE-BUILT PERMANENT FOUNDATION. 0 w CL G z w CL. v.o, J ? w pu S Z Z W q H Z p wwm wp / V: Vi o i w U w S R w Z W 0 SCip tYdo o Qz amp w z `Z u a I wm J J K W r FL Dw W W wCl z Z 1 W Z w 1 Z � Oe a i vt¢ pZ mow w i. wus z ¢ 12 J sQ> w a� z z ' z w .� z¢ Jw '- f2 = zQz az w Q z F � w r~ WwvA � u3 w arc rw Z Li W L'1 O p Uw'U to EK Z Z 00 ZZ- "Z ZZ ¢ / .. Q .�-t w r W WI- 0 W N W p Q U 0 oWC3 aN J zo ww S j o t W w w F .Z Wrz S p r w d G 0 SEP w r •. •, o NOTL — ACTUAL HOUSE MAY VARY FROM ELEVATION PG. ALI TH£ P£q£OF 540 CUSTOM CAPE �PET PERFECTION LI OLrLL' .Jj I/Y�. DRAWN BY: DATE,/,,/,,,,,ER❑N IT ESLEVALTIT ❑N AYER FILE NO; SRR/DRP 9 ��+'=�'-B' AT1462 FUTURE SURROUNDINGS / JENSEN #C--' (B) GN--11462/NY w 0 u z v,> Z G H Ce w W Le W Q w ap w ate' zw a ra J w wu s z z w rc6 z w sa � www w xa j Le a'Ll o sZ a p zu a a > � Z w z wac z wwzw - � a paz w cnp z i >H QFw = a 1 c � a > w w wa �a cam C,AZ Jw 12 xzazaNx w , Y— zF Cl.-, A w > ,x U 7 W m z U W N G p W Z Z S .0 W, LL I m ZZ.. �p(n pwJ \ > Z D z a r W s < W�w EeFp o r CL o�wozr- J F Z Y w oN Zo � rnr s W> z Z . x T ✓, sux ww V) ~ T i J U x Z � Lea ? wz 11) n �i 11 04 �. ab M':.': a +nLA •J � 44• a aA • v • Ln 'Y .a S�pl��2b03 N❑TE — ACTUAL HOUSL MAY VARY FROM ELEVATION F'G. Al �1/C TNE P6AY OF 2540 CUSTOM CAFE PcVNFECT/ON �ZP�X REAR ELEVATI❑N .fo.JMSI, IXC.: MIAWN TfUAiE SCALE LAYER. FILE NO �� SRR/DRP 9/12/03 11 A11462 FUTURE SI_IRR❑UNDINGS / _IENSEN #2 CP? [JN—11462/NY w E3 �I z Lz z G rCz w w �W w a W thW L9 p p ❑ �q LAW 1 LL r CJ r� ✓�o a W - az oz wm L<io V, M - IF , w a ` wJw w Sdp [rLlC] o az ago J J W U z w Y V W Z J w W W Z 0. K Q =- Z ZW -D a vloz W cE: a > a w wwa �z z w ^ a aW, p N z J =Z S Z R N S W W �SoE,_ > Ed M,U w UL- 1 Z Z a o O Zz i WJ J W(A p f Q~ W ~W a ✓,J owzp > J w 2�0 � wp w gra Z>z w a = w I N a U= W w V l ~ S E J U = Z a3 No-r r. -1 At,5� .. L . fir. 40 V it\�O � + NOTL -ACTUAL HOUSE M@1C`�Ii LEVATIDN OJ GG PGA1.' .,� TRF PFA.Y OF 2540 CUSTOM CAPE PERFECT/OR 1 .00oL (P/�'X/y EFT SIDE ELE`JATMN / ,ffolf ESy IXC. DRAWN BY DATE SCALE LAYER FILE M0� SRR/DRP 9/12/03 s,—LE,'-0• A11462 FU j l l,F- JENSEN = cRi w 0 Lo WW Ofw W a t LD OQ 1 u I`I J `1`� X N -1' 462,/NY 0 U + �W i = _ z O W WLi 4 17Z W Cl fY�+ OI W Li CL c j Lu O J Q ILk ham-q J. _t------------- _____- ry. l/� _ Z _ 1 Q } _ -J J. L LA Li WLi -- -_�------ -'------J---- �� --�- ----- ��1 ------ u[eZ Ls _1_ --L_ a 1 - " �L —�-- _ W ----------- ra r a_• moi--- - --- - W � v W u„ ray �� ____________ � -- ____ —�-- —moi I —_ Q! 1 -L--- --l-- _____ i__ `_�--i L ` J -,---- ___--� --fit_ Li Z Li �L vi o] ti C. _i -L_____ U > - --- ,,-z _ ------ -- —_ It -----_ - Li —lel---L--�1-- - _ 1 _! - _1_ - L I iii� I _ —� I - -------- !I _ - - _--- ---- '-- _-- _ - --- _ -- - _ '----- fit_ ---- - ----��__----- -- ---- __ -------- '� --------- ------ -------- -- - -- _ -- ------------- ----��---- -- -----_ -------�-- I -�_ ------ _---- I' ------- ��- 1 �------- ---------- _ -- ------ - �_ --- � `_ - 7� . -� ` -- �_ �--, �• �;-. -:,_ v .aloC',y of - L -- - - ° `.. •° 04 N'DTE AI_TUAL MAY 1.1A , ! > / / SEP 3`Z003LL\/ATlrN T�� RIGHT Si DE EL EVA l ION RAVN HY: «il(/ DAII PRF) :CPLE: ✓1C1O.j 1/9•=p_D• LPYER, EPIC N0 A!1g6?_ FUTURE SURROUNDINGS / JENSEN #2 (D) HOUSE T11 BE ERECTED AT CSN-11462/NY ALL EXT, LOAD BEARING HDR'S: WITH SPAN OF 3'-6' OR GREENPORT, NY LCSS WILL BE :3) 2x8 SPF #2 ALL IT FIEF.'I WILL SUFFOLK COUNTY HIGHWIND PACKAGE REQUIRED BE SPECIFIED ACCORDING TO NEW CALLS MANUAL, L_________________J w 45 LB. SNOW ZONE ALL M/W HDR'S: WITH SPAN OF 3'-7' OR LESS 120 MPH, WIND ZONE (3-SEC. GUST) WILL BE (3) 2x6 SPF #2 ALL OTHERS WILL 26 PSE, WIND SPEED BE SPECIFIED ACCORDING TO NEW CALLS MANUAL, SEISMIC DESIGN CATEGORY - B w Q [e W DORMER ``I V) a w ' E -S" 16'-8" 261-11 L2" Ln oo fE DORMER 36'-0" 4C HDR: 3-2x10 SPF 2 �> rn GO SEC. #10 PG. k29 /° ,,` DATA ES LA, STATE LABEL /; /°, L W �� `� (?� ❑B AND PFS LABEL LDCATIDN \!� U I Z r— V. w� i�' I1'-10' 1' I1" 5'- v W 430 VAL 36\III !10HW1615 7'-0 1/2' '� w aCLo www 3 B / rU w z a Lu ca SB 36 s12 o az ago w W U �) d Z y N Z Z Ll r - - ae F 3• 4 q CLLNKw wOUL Z D 3m m lfi' 3 1/2" I o m z °�z w -' r, LAUNDRY f-- - M WIRE FOR V S'-'wS NOZ '_� w ` f ¢ W © I CLO N N i i11 SPACESAVER �i 0 �> _ w iv ru BEDROOM 41 m L_ _ _ m ��; MICROWAVE DINING ROOM w T a Lc z z '_ �: \ 2• FUT VT 1 3 'viii 82.15 SCJ, F T. 137.56 SO. FT. I ( ,11 w ov,z LN In 11.01 LIGHT RLU'D 3' RADON VENT __ �__d KITCHEN ti 6.57 LIGHT REO'D Lli = 'Lm- azo ,' 1 5.50 VENT REO'D 3' DRAIN a L° 3.29 VENT REQ'D r�L .q Cu c'2,20 LIGHT PROV'D 2-3/4' SUPP. o F-t• `'2,20 LIGHT PROV'D IG,.1 �an� 3 12,20 VENT PROV'D - DM 2nd SiURv 3 G 31,40 VENT PROV'D L 1 S o LL > w v F-3 3 � � L. �cl 1 �� ❑ O oY Como zow� REAR �.=. I 1fJ'-lU" - "-2" nt2 ¢per~ rPi1 ❑ 0 z a o FNfw oa0 M HALL _ o > .- o a �L 4' 4'--1'` F-------- --- - -- - - r CK w Z p > o '"I ❑ (4) 2x4 SPF STUD GRADE 9 Y in r N Z Z a _I OMIT 2'-P' SECT WQ> wti w0 LL r FR❑NTCLG B WALL GYP Z OLT 6'-U" 5 -5 1/2° 5'-U' 3'-0 17'-4 1/2' . w •I = = rV2U= wwin .I (.LQ o z ~ = FLU = Z~ (U ca O o r o a= fa a 2, 1" ❑ 'n Cu r ch a Lc z `-` -�" \ ,=:aanioa ❑ � z \ ❑ m - ire iv L4) BEDROOM #2 ^SAP LIVING ROOM C4) On 101.33 SCJ. FT. � j 202.28 SCJ. FT. 8.11 LIGHT REO'D '-0 RAILING 16.18 LIGHT RECJ'D N "') 4,05 VENT REO'D ' 'cu ONSITE 8.09 VENT RLO'D Ell 22.20 LIGHT PROV'D a BATH 41 i' a! BY 44.40 LIGHT PROV'D 12.20 VENT PRUV'D -3 (c) orU OTHERS 24.40 VENT PROV'D a I O N PSE pF NE17 D PI 5~ �`SN S. kUr��9t cu LANDING N'-9' 7'-9" W � W U (4) c �� ) GLAZEIc 4 O �0. 1_)'-I0° 26'-6" 0_�'-0' 40'-(1° ESSIONA� 12' ac. FLR FRMG PG. Al NOTES 1. HEAT LOSS WAS CALCULATED W/ R-19 INSULATION OR HEATED BSMT 6. `'540 COST❑M CAPE /°ERF£CT/@M 2. BUILDER IS RESPONSIBLE FOR PROVIDING A PROPERLY 7• / ` FR PR.U' OF � SIZED HEATING SYSTEM TO COVER A 42:000 BTU LOSS 8. x - DENOTES ADDITIONAL COLUMN IN BASEMENT 9. �rP�'�' 1St STORY FL❑OR PLAN 4. CLG BEAM @ HALL TO BE (2) 2x10 SPF 42 (SEC. #10 PG. #109) 10. ffoff s' IN(,. DRAWN BY: DAIC: 111L LAYER: FILE NO- 5 CLC BEAM @ LTV/DIN TO BE (6) 1 I/2'x9 1/4' (SEC. #10 PG. #110) SRR/DRP 9/12/03 1/41=1-0• SHI/FPI A11462 E FUTURE SURROUNDINGS / JENSEN #P (B) QN-1146E/NY w 1-1 0 U V1} H z )K*-GAS LINES ON-SITE BY BLIILDLR L W w [y WI � Z Z L G ao ZWi a} o _I \XJ o wwc wo FIcwMErS = ELEC. DROPS a g d U 1V 8'-4400BTU J CIEI GFT ��' F TcT 5�-275OBTU W/ 8' COILS ---- 0 =¢0 d qO RG-6 CT • CFI - z a 2 r z z L� m 4100 DTU L------vd w JJNw wo } c' N J _\ THE KICK z_ a D w z w i� w J - �C r - - C 1 BOX AND BLOCK N s ¢ v w z v LI� is T FOR PADDLE FAN N w I wu =�W �-' II "riii I I (L� - a Q} Q W BOX AND BLOCK 4—— 0� 27' w W W - z z S FOR PADDLL FAN ti'7 - iii 1 GFT AFF 7 WP 0.l fp✓iz a Jw~ C�� • L_A 1'._i� c (c) GET w = z < z aLzT FT T L �5�, z W o u1-ura o0z L -I}�i S3 27• w < AFF - Y J� s zz.. - S-1 CHTMES'-�S I } 10�w W s L - _ JJ L - - -j GF i C.HiMES W LYro �U �SD) (L}--- N ro o a u o JBOX IN FLR 1 ry W r _ W o w O o r v)J SL F r - - - - ---7 J FOR BSMT SU w Qr �N WO`` W w} z L— —� Wp - M OPULL ELEC. DROPS = 1.1w.. SD WIRE W/ 20' COILS o = FJu Fz GFI (sD� L) � 'I moa = ca r -- Fw 0 ruga - 1=1 U _,SS WIFE ONLY 20 A f�120v IT GFI y r v 20 A 0 20 A I A,y LI`l M L -- 11 vuov BOX AND BLOCK 2 J FOR PADDLE FAN 0 A �/ - BOX AND BLOCK z U� ) `kloge FOR PADDLE FAN FL - J GET F �, III L — _ SD /^-11 I (L) RG-6 8'-440OBTU 1V 70'-550ObTU SO 13S3 0' �:Ae0...;';.' 4 04 ALL BEDROOMS SHALL BE ARC FAULT PROTECTED x,2003 SEP 2 PG. A1,6 / TNFFE'9KOF EST CUSTOM ELECT. CAPE Jf.! pA PFRFECTlBN lit STORY ELECT, PLAN HffolYfL' J; INC. DRAWN BY BATE, SCALE LAYER FILE N0 SRR/DRP 9/12/03 1/4•=r-0• SNI /al Al 146L FUTURE SUPR❑UNDINGS / _JENSEN #2 (B) QN-11462/NY w A u w z w w w �w az� 1 4 W-0' c uca zw T it ✓� zw �u r - --- - - - - - - - - - -- - - - - - - - - - - --- - - - ---- - - - ---- - ra _ --- - - - --- - -- --- -- - - - ---- - - - -- -- - -- - - - -- - - w ia ` www r w xao crceQ I I I I az 1Nw z \_ a ocwez a'zw �'� w ca vIoz LsLz az G waaw Eu3 � �xoL� wrw I I ly 9) Y s za .0 Y zs Z. 4 5'' ' " ' " " -9" 5'-9" 6'-6" Ew77 ce�o N U O Q U L` LL H I °______, �______ ______� ______� �______ ______ Lzo c r --- [t' � w 1 1 1 1 1 I 1 i 1 i \ 1 1 I I 1 1 � I I i 1 I 1 1 1 1 N H ~ z 1 � 1 1 � I 1 1 1 I 1 1 1 C) 1 0 1 1 0 1 U 1 U 1 z r z 1 1 1 1 1 1 1 I 11 _ '" uxw� \ =�uu m w a= wz X30"x30" CONC. �• ruoa I j FOOTER W/3 1/2° I I DIA. COLUMN \ I A cu Fs' MINIMUM f_ONCRETE WALLS 0 h I �°�reeeeoi`►► ---- - - - --- - - - - ---- - - � - -- - - - - -- - - - - - ---- - - - -- - - - ---- - - - --- - - [pC� 2003 NOTES: - --- - - --- - - -- SEP bs 1. FUR ADDITIONAL INFORMATION SEE FOUNDATION TYPICAL DWG. #A15. A16 OF THIS SET FOUNDATION DRAWINGS ARE TO BE USED AS 2. PERIMETER RAIL ATTACHED TO SILL WITH 16d, NAILS AT E" O.C. A GUIDE ONLY. APEX HOMES WILL NOT ACCEPT ANY 3. PIER FOOTINGS BASED UPON 2000 PSF, ALLOWABLE SOIL BEARING PRESSURE LIABILITY OR RESPONSIBILITY FUR INCORRECT FOUNDATIONS. 4, CONCRETE COMPRESSIVE STRENGTH 2500 PSI FSG. A1 7 5. M OR S TYPE MORTAR TO BE USED 6. MAX. ANCHOR BOLT SPACING: 6'-0" O.C. / / c540 CUSTOM (_APE O (4'-0' .0 MAX. IN AREAS WHERE WIND VELOCITY IS H OR EXCEEDS 100 MPH) THE PFAX OF 7. WINDOWS OR VENTS (INSTALLED BY RLDR) ARE kEQ'D. TO PROVIDE 1/150 OF FLOOR AREA AS FREE VENTILATION '/' 1PRRAFMONrPEX F❑UNDATI❑N PLAN AND SHALL BE LOCATED AS CLOSE TO CORNERS AS POSSIBLE. '�/"`7►' ffoffE ' INC: DRAWN tlY� DAlE� SCALE LAYER, PILE NNS 8. NOTES ON THIS PAGE TAKE PRECFDFNCE OVER NOTES ON TYPICAL FOUNDATION SRR/DRP 9/12/03 v<'-l'-tl' A11462 wl1OUL CMD 'VhCE RESO(V09 FOR THE NEW TURK STATE STAMP OF APPROVAL' OViYYL 4➢f0 S w)IDML 1PFw wTLNL 411m { MYl OR NRE•fllxO F�� x GVL[IN FN[w IwFw=ALEX a ju,' e m N/1lOMD x !!/YOOo m unnwx) Y "`•' eLIF)m0 m uAItML [3/IMIW m IVNaMM) T THIS i6T01 w!IQ J D6TN1O IxFSITE a wmaNl IQr A� �� R(D�Tm�� wTmIAL NV!� I TMp LEVEL MY 1 Rw[o w 4 § 4 -FF3 § nn 6 00 Duo L[V6 LMY BE DB EWpD J RANCH SPLIT LEVEL mll.R6>L Std 6!Gw wimVL(11P� a TIpML[LDIO Ilw IMI.Mx♦L w 0 NYii GILT w 1@![a IaOQ b,tC w MTo COIF xsneomR m uneowo ' LTJ eaneamo m wrovn IRIDK w ?J eyleoae T�°'oIJM°"c F------------ I MmAa cw xE wuT s xsriaue 1l�alAo 1 V11wrL N►B �� AT TIBL mo MTIm 110M WALL i 1 j L------------- 1 I d I 1 1 7 I 1 1 1 1 a I I F I 1 T oo 1 1 00 L T 1 1 1 A M ti I 1 � j 1 • �` I � ¢y 1 a 1 I I ss I � 1 I R DI-LEVEL R � 1 1 1 i NOTES, L____ --------- 1. __-_ __1. SIDING SHOWN IS 1') OTHER SIDING IS AVAILABLEI OPTIW)& VINYL- PERFECTION Ir 1 1 SHINGLES, HALF-ROUND SHINGLES, RANDOM HAND-SPLIT SMAKCS 2. EXTERIOR LIGHT(OR LIGHTS) TO BE SHIPPED LOOSE FOR ON-SITE INSTALLATION BY 1 I BUILDER TO PRE-VIRED BOX OR PIG-TAO.(PIELVIRE) (I REQUIRED PER DOR) 3. SIDING FOR ENDS AND BOTTOM ROW IS SHIPPED LOOSE FOR ON-SINE 1 ♦ x 1 ``y------ INSTALLATION BY BUILDER FF M. HANDRAILS. STOOPS. STAIRS. GUTTERS, DOWNSPOUTS, AND SPLASH BLOCKS ARE TWO STORY OR TWO STORY DUPLEX l i FURNISHED AND INSTALLED BY BUILDER IN ACCORDANCE WITH STATE L LOCA CODES 5. ALL ELEVATIONS ARE SHOWN V17H A 5/12 ROOF PITCH. SEE ROOF SYSTEMS wlm,n pyq • n �u •\ �� 10 DETAILS FOR OTHER AVALABLF ROWS 6♦L[ w ,mPca[rna ---6- AIRM vAt wTOML G1R0 !I®®� r X10 6. SHUTTERS. CROSSHEADS, BECORATIVE WINDOW PANELS. FYPON PRODUCTS. AND VENTS Laruome m It/IlOMD mn. pE alsE w 4AxL[w NIrFn mun et1 ARE OPTIONAL [BI ALL MODELS S-i USE uw,UwL w m W.rd! f3 es.lvleR m ILIlRIAD �: PAUT,TFIaNYBON osA w 7. STORK DRAIN REQUIRED V)CN ONE R� PITCHES TOWARD ANOTHER wTonL m m V• �q B.(BASEMENTSITE BWINDOWS ARE OPTIONAL FOR ON-SITE INSTALLATION BY BUILDER ; T �f WITH MINIMAL SUE REQUIREMENTS AS PER SEC711IN DE R310 OF THE RESIDENT]& (L'{ COOF NEW YOMA RK STATE. SILL Y NOT BE MORE THAN M' A.F.F. • { 9. ROOFS DESIGNED AT AD/A5, 60/65 OR W/05 PSF LIVE LOAD AS PER LOCATION OF HOME • �. , q� REFER TO THE RESIDENTIAL CODE CODE NEW YORK STATE FIGURE R0012(9 N• 10. THE NUMBER OF VINDOWS VARIES ACCORDING TO EACH INDIVIDUAL FLOOR PLAN) GRILLES /�• ARE OPTION&I SIZES, TYPES AND STYLES MY VARY SEE WINDOW SCHEDULE • UcoQxloS {,4T 11. MASONRY VENEER OR OTHER FOUNDATMN FACING FURNISHED INSTALLED •LED w� ON-SITE BY BUILDER ' , Q•• lt,�"a ,�► U. TERMINATION HEIGHT OR METALMETALCHIMNEYS VILL BE AT A MIN. 3-0' ABOVE THE � 1 HIGHEST POINT WHERE THEY PASS THROUGH THE ROOF LINE AND A MIN OF Y-0' Tj D D O D ♦� 7 HIDER THMN ANY PORTION [IF A BUILDING W17HIN 10'-0' (CHIMNEYS TO BE daditA' INSTALLED ON-SRC BY BUILDER) a 13. IN ATTIC L ENCLOSED RAFTER SPACES, THE MINI" VENTILATING AREA SMALL BE Y O 0 00 1/150 OF THE AREA OF SPACE VENTILATED, EXCEPT IT MAY BE REDUCED TO 1/300 Y 1F AT IFAS! SOX THE REWIRED VENTILATING AREA IS PROVIDED BY VENTS ). •0 / yYy PL.VLL'IfBN AT LEAST 3'-O' ABOVE EAVE OR CORNICE VENTS WITH THE B&ANCE OF REWIRED M WHEN VENTIAATWO STORY UNITPROVIDED YISAIADUACENTVE OR OTOIAE SINGLE STORY UNIT (L[ . TWO STORY 'VENTS Iv HOB ,1S INC. MODEL WITH ATTACHED GARAGE) THE SPACING OF THE TRUSS/RAFTERS OF THE SINGLE BI7 DS B�/SBBN, YIDDLSBURC, PI I7BI! STORY OOT SMALL BE SPACED AT 12. O.C. WHERE THE TWO UNITS MEET, EXTENDING (BZO}BJZ-BB.7B lII B97-OBBO AWAY FROM THE TWO STORY UNIT 10'-D' f 1� ♦ e I 16. ELEVATIONS 15. EXTERIOR (SHOWN ARELE WEATHER RIGHT SIDE. LEFTSIDEIDEESTATE ELEVATIO S ARE SIMIIE FOR LARId! REQUIREMENT DUP EX TYPICAL ELEVATIONS - IRC 17. PATIO DOORS ARE STANDARD ACCORDING TO FLOOR PLAN, SEE DOOR SCHEDULE SwvK M RAI,UL Aso AvuL•• M u-Etv¢,auT L[vxL Mm Tvo rrwY)m[1a >r ATE' Rn^ !uR Mn IB. ALL DRAIN AND VASTE VENTS SHALL TERMINATE A MIN. OF 12' ABOVE THE ROOF 19. &L WOR TYPES SHOWN ARE OPTIONAL BSL/DRP TB JAN 03 AZ 1 MSV roa VAM s,mr W �W 6� 1 uI r___________-1 �i� ♦ ♦ -f! 4 ♦ 1 I I 4 a"t • I REAR ELEV an,at aaoc lvo!ml..na smT wnn.a BI-LEVEL RANCH/DUPLEX r-r rant iowrs vu YaaY uvL wsmwrs.vm arta r[ILLI®I! m Y t1VtO lII6[ /.Im D61YiL➢Uh rRC T!ILL➢a IO!a I-T ftlrl4 Irlilf LWl �O6 a/[ilMl IfII[1 U1RU1 ,im vu Yams t WI'ia laa susrnl ows nc iort,ra w Itm vIm•I•aVNf•[fa0 ie®m Tsn,t swu ws vsm rri s arm nmo IrrrsnL naro � , swwa a IMo e � wt a Imro m!n esntom➢m Irlxarlo s esrmomo m mn:a•:lo REAR ELE V S > lila M+ Y MAml M' � ��l MIOI-miL�31�,aLf, 6A ��},a VmC Ywli II t II u Y r�•st r+asst II ♦ ♦ ! ovwTm w[mllw II II 11 , II Jim II + II § ♦ 6A 1 F Y ♦ 1 _ 1 i I I V!<FTa! II I ! ! I If II II I A 4 I C-r •tl II I I s SPLIT LEVEL TWO STORY OR TWO STORY DUPLEX ❑ ua Ro faun + wa I�rmn almw nitto wummo m Ivuvrlo + 9 evmwlu m Ivma.» Lima a la•n ❑ ® �� 5 4®®�® / evualmo m Itmxul � RRmYL w m Irk ,C4 A + 14 r' +° °•Ad ! 'PAI ° f • I'n-W 'SON••'�.A 0 t ° ! REAR ELEV = W vsn lsva . Q'• ♦ ♦ ZI . • ,� • m+wrn CL • 1,. v y�� + 1313 ! ,rte ��s 5 00 ion p ffaveS, /NC. uy a m slaw. wma mm PA I,sw ♦ 1 3 BOY WIDE UNITS ♦ rmJ"sat-aaaa ru an- m TYPICAL ELEVATIONS - IRC ➢Yt rN, w a a L: 3 BOX WIDE UNITS t v a oars Y oY a m rml arenas a ion- r•, ams.v mvs, r,n ,n A m: YM +vs w A 3 Batas rim YLIlIi v➢L Y Y-la➢ro m Lma a YN a oars BSL/DBP IB JAN 03 PAL OPTIONAL PORCH RDOF = m PAM_ mm=AMN WT VAR' PINSIZ 0P--3371 li � � == OPTIDNAL CARPORT WT.V4 ft ASIX)MY CAPE ROOF ELEVATION SEPARAMN N WMNAA. alIrm PAM=IT DPTIONAL WINGED GABLE7�PATTY.- AUMT _. �_ i�• - ,Y TV • t ' OPTIONAL ffOAfA'S DVC. T , Nr 1 w MAIN! { IIXII Y.Y1 SIN unK Ymr Y-1,LL I DR[Rnl lJA L➢O •STASM CnEV[D /D1 M KV N� STAR RAM W N A,- RII11[1f V.Mr IN _= � I 1 1 6FV - YC MCIG[ Mf C TES lN6 MY IC =AM«CGQM� SiC➢ID fLIIl1 VILLI MT C RIW rE51(LLf IEII I ll IOYMI IaAN/,f�I YILL ,VE STM Rllffi �DIIOY]I LR LDO LIlV rw TIC,N'-B' T llrl NY v LL• -r Trl 4Y' An C NC,EIML Wpl- YyIVp -YIL(1-[//( MI C AOi}mYL FA )ICI A. AT1M01•iLLIJ Z W 1{'b' N'-C All lNfli-1T 0 LS- M19 S,Q, - 1hLRD C ATwlO W/Q nlAll C mTL[R1, 1-j nTAMro 1101 M AaMm1I MO®I H,Y, aLn LEKIS-Ts a La-lw STAY_MnbO a.Ya A,m M Am AR[A R C.Vi 1-0 W VEYWt M,C momm SIM ILT[bHT: r.M IANTf ,R M fN4Q IaL `� N W C Iz. +____ 0 m `�MI6 `` ma )11 C N imAAl ' aW40Tb' IM TONlY Y XIY T Mlll IVZZ-� 2VYA O •)• 1 A OD O . 6I. aT.GT[DML[IL C pl[pl R I[1®I« eEIlt PATH sroi1N� i i i_�1 [II.unorL su SOit^ _____ _ rtA,�� ♦ - IOTCIEM ➢1NIRG ROUI iII ♦ ^ WAIT A ID . `m LY _________ � �.{R� m 11 I 'T� �- l VIC Mro mum-� T6V ,C OQnU II 11 II!J�� ' •EROYL MGAm,1IYNLy [.{{ _ _ - 11 1 Alt♦r 1 i` � pWlO > -- �---- II �su��C q IL)V1NG Rm11 I I N ZtlO BEIFDDII « I$ ¢RRODN q-� e , .AIY,RmI1-rLYR.VMN I 116Il ssa []" <~r�ims�LAN O an `s'mEnS �' NIM T-E' MIN T-0' N V I NI '1' N1Y I Iz� , 1 K___ s O 1-1 aaa yax HKIAR O 1 • O O :� 1 ___ __.vwo� zya•u? LfU.nW i a'1.Ri01 m } I o i d{i_J h44F MASTER FLOOR PLAN i________________________________ 16T UOIYIVML rLlNI,L,Y6 YE. C 6Y0 nEM Y'< MG J NN I m,pMn nEs tlAVM,NO C AYAVAr! V CYLST fP11M1ID1 VNl TES HMI Ml C CWKm r QIIQ®16,E)1 �'i .1 NL!'MOmTt Lm LEO IN PAV.a p IN IwImum IN111T=,..r/6 a A N61YG Wl a IYDEIO x VE AQ DNLL SL Ir m R.Xr RII11 NCA V1IN Y rt IINE uouml r AN lP¢IOl Llvnc.SRw mENc r u Mm HOVL aK[Mil C T m R.Nr VIM A)R.INL ClpIIpl St. CNI sAS vITN LL3 TMW r 6,N fLMO 1WAS, Ib m R. \I.6{TRW T 11 IOC 0Mp t% A m R.Nr ♦ q . f l f 0 a YEmv AREA V MmAYL awl:r LnoIE,Ert mmc IN IVTUOL ® AR� I L•M aIR SM1LL C 6 6 Hl0 NCA Cq 11 1ID11 VnM Ai RO0(Iq IIIIIIVVVVVV��%�� MRD 1L1t M. NV ViA1L,O16 VORVATYI IOONH N121I[Iw LIDII\YCMI M,x 16p N IolK IT NrSR P 1. STAIRS M SMS Ip[ TNN IV RISn6 St 1 MK A MWRAIL M MILIW 1M 4 M TE,w[LA7fl ACA r QTQY VILLS 9W1 Iq pLro ll@C LOYY No M M RNG R M Al UM(n SIC. I n LVM{ICS NL EHM T MILINL W rAVEO m ® �,••� � arLTNSNYyN•% O IS CEIIIRO p Y,iN{IYS a STA1C S[IOI rTl1RO pMli MK C M IgWT 18'/,ltx A IMr p/IWQ E10. L G N f19A"a WICI , NO MILINCS OMIT C IO!L6S TNN SY NIDI IOC TRW )IY IDI ONLL C CVIN A{VK, rm C[OI NY MK A, IOt VaTI •0 A m' IN KIOR AY.L M Rlpl pl ICAE LLY6 l'11 SIMM INA6. M w1ce SIMIL C l AAAI aAS r LN ONVG DENNIS r O,NSA,SL a- N. COG ALE:AT •p w Krs ENTRY IGrSl1p DINCMTLI ASW[1N RRQ FAM SIVLL MK r AirTOM TR 11V\WI OVr N[1O1GGT 16[ERMIO M LISW • r-E' NII 1 6W'V'Q I['11�1 XYOIAIU IN MORIC YAIU OWL IOI C LLSS TWI 1 1/C aw[C S)m R.NDUDAC HlY IOI 1 m R!VIM A ICI DBO®1 III, ••N•, I INV61Y1 VpM C•.MOA INN ml I w N•.DL¢t011 q l «•IM! _ ).M LACI..MSA HAIL L VATS LACI.ONIl C LTwro U®M OIOp N .�^ • TOY!NTh ON MOI NY,pYL NEI y5.1 MK(5110 A II/Y ANR LAfR YI RATES • •' /' Fr�_r T____ IAfn YN Im1®. LACI Irtwrne O\VL r Eewro a DEEVDML 'L. -' d y 1 i I I 1 1 a ANUNITAILE WAIX S MK A IOmGO I®1I W T{•,MO IMLLVAR,Mn ��Lc " ��. • •,� i i i I I Mlbam6 ImST RERAL AIO LMIOR m1 ONLL MR MK A CEII1O • q I I I I I } M r+ILMs4o rfa rDaao rLDu Io M LA16I•fRlCT�I yAy,• C1i;i1b5 •*11J y —Jk � .MID Io:vnno m mnml I® �"• •••��3'i,,1 m I71YRL m1l IC AND OWL C D6rMln MSaOdfi Tl M MwfM:IYOwlwi AIo oIAl1 mnAr M ual aasa.,mlANI)HAhS,F u rDID1Ara HINT MK HwYna tQ On1,•O 11,11mtE A,,ru mourn. j M{i f i 6g m MS NAMIDIS OMLL Iq C LaAm M Cimla a MYOMES 111D EEITMIO\"\Vr m[YFIIIE OWL C NMEVn R M / m.11f� LEML R6n!YlC OROCLOV aTffi IIaRNLflV H.1�CLVmKS OWL C a A l'M.T 'C MlE1Vw m EAT,Tf m E OWL C 1wm VIM TNdINL VOtr MIPLII .007 s IS. ML IrAIC91E`m o�ir,GFf10"TNAI 11.M1.OWI.DAYLEADD w'RrLmNC I I fo-If s INC. NEAT D C DaTALLO DfffrE R rmm N>11 Jm aRD1,Ym0[lIVK, TJ I>W O m QT IIOtYIO LDM.v[YIS\IMmIOi IOLMOpRi L ImO N.DIE N n(Y (ns}1!S-IJn P"I ,LSM la fmI:el Na.Y Aa ND IranNLwn Tr Mr r nwm w LIN _ n FLOOR PLAN MASTER — IRC -IIVO EN1R 16:IID52➢O-t___ENTRf LwS1WI {IADP MSFIOII SIAY6 aL)I INOSHII INO R_ MIS IQr MCIALC a AEIDEmpIIL. rnmw 16'M ENR, REARIT ffiT 9Qf�.1- fN Mn, RSL/DRP IB JAN 03 A5 'SPACE RESERVED FOR THE REV YORK STATE STAMP OF APPRWAL' ymu<MA AAmon v aK ary mu>�ru Ar n TTw an•cmTorA N�(. uxrn m m nrrr tim zm um m,vlsAm )[OWI MT a4,ROI V'M IIT W �:YSM uS OI Oi f YOII !ED m�rroon mE.ai m i pcamas mme«rz MM u oy " MIML DI — LPNv ---- In 0 0 o In 19 o m m ® ® ,D + (rvoi m nm n.]o a rn� .ar n qr K .LIYIMR MM IAIWR R OR ROmI[W APPLIANCE L MECH. EQUIP. LOCATION N( � IN TYP, CAPE AND IST STORY OF e ] 2 STORY CRAWL SPACE MODELS Ilolr 4 Ta r.N m m m ran ry Irl D CAPE AND IST STORY OF 2 STORY ® CPT TYPICAL SECOND STORY rmADl.INMOALX Im] m rw¢r IIQc tMw )yr L.Io nAz wM `mow' om I Aa]YYL N mR r..¢ v rol A9OTKnM( aQ �Ia.�� MaR uo nz vTN.a 14 CAPE L TVD STORY 14 R® STAIRS IT von a. YMm N MTOrI vleoNnzr m r wl T.z . w minN� me TY lvT LY INIAI RlI1l IYOOL AL1aMrt OTCd YYOnt M 41[IY 1f1 Rm IC I Vr MV I Vr NY A I(T MO r ran vm I�•r i w i wm zAm - v 0 !O 0L �- f Ydl IRYI Ifl RIY MYI I` _l OOl➢S GG i',�a 19 riMl Ydl F A�nOl a ~r TNM«IOM oaTuon�l mom' r!+N O i O O o I lrnMN O r^. TTYPICAL CRAWLSPACE AND 2ND STORY DUPLEX n` ® FLOOR PLAN (LIVING UNIT OVER LIVING UNIT) NOTES; ..ro K^m m Rum I. MAXIMUM AREA OF DWELLING UNIT IS UNLIMITED © Ora z 2. THE TOTAL GLAZED AREA IN EXTERIOR WALLS SMALL N07 a D ® «mm n,Ann,. O My e¢n EXCEED THOSE SHOWN W DRAWING lD �m m a ® 3. 36' SIDE MINCED PRIMARY EGRESS DOOR RE(H)IRED (SLIDING GLASS DOMIS NOT ACCEPTABLE) S,' �^6 m " • m 0 " nT non was i m MINIMUM SECONDARY EGRESS DOOR REQUIRED. DVG A5, A6, A7 ♦A 4w?^ani " �10 1111k4. EVERY LIVING, EAT IN KIT, SLEEPING, RECREATION SHALL HAVE AT LEAST `' "v G/. `"%+(il'SON»'°Yr�,A 9 OIC EMERGENCY EGRESS WINDOW W DOOR. EGRESS WINDOWS SHALL HAVE A ® ��° AU*-4T 4 v.M ra Mro O° �nM m SILL HEIGHT OF 44' AFF MAXIMUM, A NET CLEAR OPENING OF 5.7 SR FT. MIN. ` °.rj°° +• m vi mT muK ® v.MMM Mro v.0 .�. luc A NET CLEAR OPENING HEIGHT OF 24' MIN, AND WIDTH OF 20' Him AS PER m �'® �•`��' °�, 4f vIa nti © SECTION R310 OF THE RESIDENTIAL CODE OF NEW YORK STATE •"P)r °� AU Ma zu m EOR m S STATE AND THIRD PARTY LABEL LOCATIONS SHALL BE mvmm Irvim INDICATED ON INDIVIDUAL FLOOR PLANS G SEE DRAWING A5 FOR ADDITIONAL NOTES AND DETAILS I ks nAa villa Tv vas M16lli 7. ALL INDIVIDUAL FLOOR PLANS WILL BE KEYED FROM F` z mrm«ir.A ir.a v vro 4 znml M s on�'zY°w.111°`��0.1,z v"al zrml s THIS DRAWING AND BE AVAILABLE UPON REQUEST ALL R. NWINDOW LOCATIONS MY VARY ACCORDING TO t` e s 9R�c A7Am m Hffm.a ilaRn INDIVIDUAL FUDR PLANS ,4/ . v.M Mro m 9. ALL CLOSET LOCATIONS MAY VARY ACCORDING TO r- DI INDIVIDUAL FLOOR PLANS 10 GAS WATER HEATERS PROHIBITED IN OR OFF LL LL OF SLEEPING OR TOILET ROOMS nnns 1l. ONE PFS, DATA PLATE MID STATE LABEL (6 REQ.D MT16 O O ® ® tj veal PER LIVING EMIT) SEE NOTE U5 ABOVE �� 'Ale fro ff t 12. WELLING WIT OVER A DWELLING UNIT SMALL HAVE A 3/4' M. MIN �zp-rr � o¢irtn�ry nwz'� a znaum v"�«a ata HRI FIRE RATED ASSEMBLIES BET VEEN OCCUPANCIES. BOTH FLU]'R-CEILING 0� . 'NC e Tm®Mn z vro«raa m L s m rawer z (USING TYPE 'C' GYPSUM) L ALL SCARING LL WAS S SUPPORTING STRUCTURES M i IrF d1OOR M aN •'a au Ia-r r u•ti Mu r�Ma O.fRlvOo TO GOM STALL BE 3// IR. MIN FIRE RATED U MOISTURE On, �) AV.Myna RESISTANT T GYP GYPSUM ON EXTERIOR. STARS TO SECOND FLOOR R S/NL1 HE TWO F^"'! Y F'_R PLAN TWO FAMILY FLR PLAN SEPFRATED FROM FIRST FLOOR DWELLING BY 3/4 HR MIN FIRE RATED FLOOR PLAN MASTER — IRC WALL INCLUDING ONE LAYER OF 5/0' TYPE 'C' W TWO LAYCRS TYPE 'X' C2ND STORY OF DWELLING OVER DWELLING) (1ST STORY OF DWELLING OVER DWELLING) UNDER STAIR. Ln MTu AM -- BSL/DRP IB JAN D3 A6 'YIQ lfy PON WV YO¢PAR S7.Rr M1 AL' ..Y.+m..e.sa..r IdFr rt ML YVPP IrfYV®1 W mf1Y'10 4 N llr�P ��It YlO ILLY~ CIU r Irt nnP P YPb IN YPf Mn W W11 Y�II IIP fAK M4Il d nn.i PmrO[V Y nP a q P+N vR P oA mrro rMY YYB mi f11PY <IOY ■�� !dl _ 1 K eImw NOY�'IMI� m 0 � ® Yy lia\R YM MNRI r� RI u u y i ru m u ra� Amo �Im ■ PaT mm� Im ti wIa m � i i IIlPP m u r>m r rrvNr �� U mm m 4 ; a PY. Pi n.s r�m•nrY r rrnrlm r WPr KI PN wY Pn er rrP r/dnY nu TYPICAL DUPLEX FLR. PLAN •niro�'n.w.i.rl�w mu`�r Pne� Y VENT TO CEILING DRTVALL 2ND FLOOR LC OFF FOR PLUMBING ACCESS G) O O (D O Q) amlUll m O O r-P 1 wort ry� TH Y Q al nm SEE ALS. G. a Iv F >v rum LAYOUTS PG NUD BEDRD011 r• uD IY a.N 1 veTry �x RODt 4 4 (�rJ PATH r1 BEDROOM r3 KRONEN cull wt ID (�T.) A v (DPTJ vl101 L m.P Nf•r! (�/ • 7D t NPA.Y UO m M IV ® AA HALL SEE ALT. BATH I>D ^® LAYOUTS P6 ! O PAI TPl;VY50N oaA d DINING Rmll FAMILY ROOM § yAU(-0" ® p(;.F� ALER T •Cry s (OPT.) O CLOSET LTJ bi (OPTJ op 40 FOYENsr lm uvD1c REo( (oPrJ �' 'm°'uY"P m p •�}6 y-.��b4 o ! rP (A n SEP 2 Mfrl WY ® �HOWEJ, INC. FIRST FLOOR OF SECOND FLOOR OF THREE BOX WIDE-TWO STORY THREE BOX WIDE-TWO STORY FLOORPLAN MASTER — IRC NOTE, SEE STANDARD TWO-STORY DW Bn MTL uY+ Dui to SCHEMATIC N PG 15 BSL/DRP IB JAN 03 A7 e 'SPKE RESCRVE1 TIM M NEW TDib( STATE STAMP R APPRWILL' MIRLa B-7 -toil rl fevc = r R 3 j___ •U-T pw 1 p 1 ' O-t M _ I 9 _ O TS �� 11 fOw � O -2 4 f r1.M 4!. ! j�Ys�j M Yf. Y f ,R✓I, f f wwssr✓f. C LDI BT _ m NT B-1 " -I P �.B >W B-16121 n -17 Ts Lo B-15 r B-10 •\ � NTR dor rwj �f I M �n�f'wy' Mr Q I B_142-2 mnr rAvrro rn w urrwfs rs f f f NO ONO NS OZ Yp 10 0L M�A'i�MY�Y�� Qn ., B-19 LT L°' B-22 LEDGEND B-2 B-18 ®I € C > MIC MEDICINE CABINET s BTPL MIRROR PLATE MIRROR R•-e CFM Ty TOWEL 1Nt Q fT ® Q FL FAR Mart 1,-Y TS O I,-B 9 S SHOVER ®T) 1 LIN LW O 70 LIN LIMEN , � - VCWATER C �( ° - > DT BATA M GARBBH To 6ARDN TUB < ;I.> VNIa PLPOWHIRLR « POTJ : , MIC MANDI-CAPPED SINK j '® e,�. ,T rMmu rARm V VASIIERllft rl DRYER . yP i&. PP` 'O \ �\ WINIF FICIENT / Notes ®v_Ec1➢(4'4 �.".J ° ,b 2. ALL BATHROOMS MAY BE REVERSED ANO/OR ROTATED 90T IN EITHER LIGHT IRECTIN INPARTTION IORPENT IRCTY d i h 8 i D'iaa YRT AAm 3. SEE INDIVIDUAL FLR / ELECT. PLANS FOR EXACT BATHROOM LAYOUT L HEATER SIZE ,. O'1 RECEPTS SMALL BE WIRED SO IF TRIPPED THEY WILL NOT INTERFERE VITA THE REMAINING OUTLETS ON TIME CIRCUIT AND LIGHTS MUST REMAIN N S. SHOVER WALL PROTECTION VILL EXTEND 6' ABOVE ROOM FLCDR LEVEL AND SHALL BE O' A(` FIBERGLASS 11R EDUAL MATERIAL JJ L ALL SHOWER DOORS AND WINDOWS N SHDVER/TUB 70 BE SAFTEY GLAZED �lP1FX 7. HYDROMASSAGE BATHTUBS SMALL BE SUPPLIED BY A GFI CIRCUIT Q� INC. 8. REQUIRED CLEAR SPACE IN FRONT OF SHOVER TO BE 24'X30' MON 1 9. A 21' MIN REQUIRED N FRONT Or LAV L VC of pR IAP YL1l, AUPALER03K y frw 1 10. A 30' MIN VIDE VC COMPARTMENT REWIRED (6/f/Aff-LLLf lIi Lx-ase IL FAN L LIGHT MUST BE SV17CHED SEPARATELY 12.SITE BATHROO M FLR MATERIAL SMALL BE WATERPROOF TYPICAL BATHROOMS - IRC TYPICAL BATHROOM ELEVATIONS 13. 1 PC FIBERGLASS TUGHOVER UNIT 32'%60'X72' HIGH N OM-SITE x. MTG RMV. pvD N) A O TILE WALLS BSL/DRP TB JAN 03 MO ' A(X XSflIV[➢ M M WW YM STAT[ STNV W NYRO Al.' arta ©y vas aau v+.,• r © � �� R ll B-26 vc O 5 a B-25 14-4O O 132 O z S 1.- c v x LIM 0 B-27 at KjI —2 K-1 -29 -------- L z L__, SQtt O lO O O O 9 aW Illt O 1�2 9 OR LaTM v (J+ vc . Q M �R5py5 p■� ® ]i U4 114-2 H-30 _3 Too 14-t YY! \ Yx K-3 K-4 MVX MTfMMS3NL MiM11a L1L�IIIM �VWM4 Kre M IH IJ�J I � I H- Ut FF B'339 o �,� — I H IH I 2 I � 1 ID � 1 I 1 9 1 } 0"S 44 me �pi2, 100 aracrl ✓,�� ■, . ;o ,lea t•am SEP 2 90X S, INC. wt Rr irr rsaw.a®w.rsuss s nws lmf+n-sass rir ur-ww TYPICAL KITCHENS — IRC CONTINUATION OF PG. A8 CONTINUED ON PG. A10 r" BSL/DRP mm18 JAN 03 Draw A9 'RClaVH71(TA 1K NEW TOe( STATE STAMP OF v xTa B vau rsn wu ©O wxe 80 vxx �+« vise vm TYPICAL KITCHEN ELEVATION eY M �' x, a x we r x ae lee R M ❑I N❑ MORE a � . 1I v,r vx. � 5 wu vaw K-5 IN' _ K-6 vx. M. K-8 le-e I — K-7 I(� O — ❑1 1❑ 1❑ - -- Ml o - o e qjj"Ile-e .IHa � L- wax x w r>aa vrsa vxl! ru' ©Y !� td MM veea "' Q % i r/axa vm'1 !e lS x g if �Ola 7`1 g 4 m x. ae NARAyaMa was veax K-9 K-10 K-11 K-12 K-13 R u-e Nt u-e © Qi le-e O nw-'. Q __-__ __-__ __TI I lO l tT lJ t ////�/�/ I u-! 1 tYi IRT 1 f �I le-e 1 / / O l L 1 © t J '`/ gs'14 �Yf rIDA ton, ® PAbL III a , N Vx% % VAl %O Hifi rQe ve.x ©O eex wax '�• x. n x tea NOTED a fa x :e m L STANDARD GAS RANGE RECEPT IS ll0 V., ib A SCE PAGE All FOR ELECT. RANGE DIRECTION NIUPERAGE. NO R. ALL KITCHENS SNDVN MAT BE ROTATED N DEGREES ARD/ON REVERSED IN QTHER DIRECTION • ,q E IN PART OR IN THEIR ENTIRETY. '+ s a 9 K 3, KITCHEN CABINETS MAY BE OMITTED AND FURNISHED/INSTALLED BY BUILDER SUBJECT TO 10, [R• a .y LOCAL INSPECTOIIL • ..;. +m p a A. KITCHEN WINDOWS MAY BE OMITTED IF SIFTICIENT ARTIFICIAL LIGHT AND VENTILATION ��r'��a '3•+ g S 1S PRDVIDEAe S. ALL RANGE MODS ARE VENTED TO THE EKTCRUOLID R USING S1111CTVORK. Ip iL�, rrs 6. RANGEMW OD FAN TO PROVIDE AN AIR EXCHANGE EVERY 30 MIN. N. IW CFJO n RE-CIRCLIATING TYPE RANGE HOODS MAY BE USED AS LONG AS A MIN OF AK VENTILATION IS +�¢Wj ANS OF NATURAL VENT) K-14 K-15 7. SE�ID�NDI°VIDUALT IMS AREA FOR EXACT KITCHEN LAYOUT. B. ALL KITCHEN RECEPTS SERVING KITCHEN COUNTERTOP SHALL BE GFI PROTECTED ABOVE ISESEP 9. OUTLET INSTALLED T10 ETVEENRCCPTSO ��CRTERTOPSPARATED BY GREATER THAN 12'. MAX SPACING B APPLIANCES ON SINKS SHALL BE CONSIDERED SEPARATE COUNTERTOPS. ULJ 10. STANDARD 30' HIGH OVERHEAD CABINETS MAY BE REPLACED WITH MY HIGH a.{ I ALL DRe CABINETS MAY BE REPLACE WITH DVS OR DV MIRY "F IR. CABINET LAYOUTS WILL VARY DEPENDING ON CABINET SIZES M Ol(naal) [YR.ttT-sast Ar NGYB PA IY17M tn-otr ee IL TYPICAL KITCHENS — IRC `r NT e O i'� '" A 1 0 DSL/DRP x ai a JAN 03 TrNY RLIIIIVO M M IN TOR SIAL[ Vt W VrRVIK' VN1 VALLA ltw ' mao OISLWECf 20M SCRVICC GENERAL ELECTRICAL NOTES cucTm sRuv+ vu[ uraTurl vnT 1. ALL ELECTRICAL CONDUCTORS AND EQUIPMENT SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY AND IN EaA le_2 Ewiy Arn1AN2 Dm COMBINATION WITH LISTING AND LABELING, CONDUCTORS AND EQUIPMENT SHALL BE SUITABLE FOR BOTH LOCATION AND USE. 2. IN-PLANT WIRING IS INSPECTED BY AN ACCREDITED INSPECTION AGENCY FOR COMPLIANCE WITH THE N.E.C. e mA m-e trNLl APrLIANCC 12° 3. GARAGES ARE NOT INCLUDED IN THE ELECTRICAL LOAD CALCULATIONS. a Ear, lz-e ml LTc mm,s•L W.Ab ow of m4. ELECTRICAL SERVICE TO BE GROUNDED IN FIELD BY BUILDER AFTER CIRCUITS HAVE BEEN COMPLETED IN COMPLIANCE WITH LOCAL REQUIREMENTS. A ISA Ire mart worts Alm Wc7s aD 5. BUILDER TO SUPPLY AND INSTALL ALL MATERIAL NOT PROVIDED BY MANUFACTURER FOR COMPLETE ELECTRICAL HOOK-UP. S Ear. Ire ¢D 6. THE MAIN SERVICE DISCONNECT SHALL BE INSTALLED AT A READILY ACCESSABLE LOCATION NEAREST TO THE POINT CIF ENTRANCE OF THE SERVICE CONNECTORS AS PER N.E.C. SECTION 230-70a. 6 ISA we 7. PANEL BOXES LOCATED IN BASEMENTS SHALL BE FIELD INSTALLED AND MOUNTED ON EXTERIOR WALLS BY BUILDER. Y ISA Ire leo 8. 1 0 3 VIRE, 240V, 20OA SERVICE - SERVICE PANEL r/ MAIN DISCONNECT 1S STANDARD e EM It-t )AT•ml Ecm, oT Ism 9. CIRCUIT BREAKERS ARE 10,000 A/C. a 20A M-! IATIF1m1 �� rn 10. WIRING IS NM-B CABLE •/ 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 to sw Irt orinns m RcsErl. Im PASSING THRU NOTCHES ARE PROTECTED WITH 1/16' THICK STEEL PLATES. u mA Ire E XVIII M WC T. uD 12. NM CABLE SHALL E SECURED IN PLACE AT INTERVALS NOT EXCEEDING 4 1/2' AND WITHIN 12' OF BOXES OR FITTINGS. (RI - SUPPORTED R 2u le_2 laomvAv< mT•n Im WITH INSULATED STAPLES) u m 16-e 019NAEIQ FARIAQ Daraw ua 13. SWITCHES AND RECEPTACLES OVER COUNTERTOPS ARE 48' ATS., OTHER RECEPTS ARE IB' A.F.F. 14. BATH RECEPTS, EXTERIOR RECEPTS AND ALL RECEPTS SERVING KITCHEN CDUNTERTDPS TO BE GFI PROTECTED M m It-t EAR4Pm n• Errn Im 15. RECEPTS SHALL NOT BE LOCATED OVER ANY PART OF ELECTRICAL BASEBOARD ELEMENTS. u EST Ire vAM I[ m 20 16. CEILING LIGHTS SHALL HAVE A MINIMUM 18' HORIZDNTAL CLEARANCE FROM COMBUSTABLE MATERIAL CIE- CLOSET LIGHTS) N.E.C. 410-8 (2). u 6oA ►2 RAl 20 17, EXTERIOR LIGHT BOXES ARE PRE-WIRED, LIGHTS ARE SHIPPED LOOSE FI3R ON-SITE INSTALLATION BY BUILDER. IT zu ut vAnu 18. RECESSED LIGHTS TO BE THERMOSTATICALLY CONTROLLED. 19. BATH FANS, RANGEHOODS, AND DRYER VENT SHALL BE EXHAUSTED TO THE EXTERIOR. le DDA 16-t1 20. ADDITIONAL ON-SITE BASEMENT SMOKE DETECTORS MUST BE INSTALLED PER STATE CODE. IS ISA Ire mElcu worts AIID IecaTs ss 21. SMOKE DETECTORS SHALL BE DIRECTLY CONNECTED TO A GENERAL LIGHTING CIRCUIT r/ NO INTERVENING WALL SWITCH AND WIRED IN SERIES. m 22. ALL SMOKE DETECTORS ARE CEILING MOUNTED AND ARE AC/DC PROTECTED a 23. ELECTRIC BASEBOARD HEATERS CONFORM TO THE REQUIREMENTS OF AND ARE INSTALLED IN ACCORDANCE WITH THE TEMPERATURE PERFORMANCE REQUIREMENTS OF Ul- STANDARDS FOR SAFETY NO. 1042 ON ELECTRICAL BASEBOARD HEATING AND N.Y. STATE BUILDING m E� m-t Na.CcrRu NUT zw CODE 10002 F - 2. a 24. IN BASEMENT MODELS WITHOUT UPSTAIRS UTILITY AREAS, APPLIANCES SUCH AS WATER HEATERS, WASHERS, AND DRYERS ARE LOCATED 26 IN BASEMENT AND WIRED ON-SITE BY BUILDER, 25. (RI) SMOKE DETECTORS REQUIRED EVERY 1200 SOFT. ES 26. (RI) SMOKE DETECTORS SHALL BE LOCATED BY THE LOCAL FIRE MARSHALL. MANUFACTURER WILL COIL AND TAG VIRE IN CEILING, FOR t6 ON-SITE INSTALLATION BY BUILDER. 2) 27, NO MORE THAN 40 BREAKERS (OTHER THAN THOSE PROVIDED FOR 1N THE MAINS) OF A LIGHTING AND APPLIANCE BRANCH CIRCUIT PANEL 2r , BOARD SHALL BE INSTALLED IN ANY ONE CUT-OUT BOX. A SUB-PANEL WILL E PROVIDED IF MAIN PANEL IS FILLED (SEE PANEL BOARD DIAGRAM FOR SUB-PANEL NOTES). P9 28, ELECTRICAL WIRING AND BOXES 1N FIRE RATED ASSEMBLIES TO BE PROPERLY FIRE STOPPED AND RATED PER THEIR APPLICATION BY I2-I'srACEs, 24 AAImIM rows EOF:KRrt uwnrc CIRart oIn A NATIONALLY RECOGNIZED TESTING LABORATORY AND INSTALLED PER GOVERNING CODES. 29. EXTER113t OUTLETS AND LIGHTS SHALL BE WATERPROOF. V1 DLRO(Rent urticT F---130. LIGHTING FIXTURES AND SMOKE DETECTORS SHALL NOT BE LOCATED 'DOWN-STREAM' ON A CIRCUIT FROM A GROUND FAULT CIRCUIT Q _w svnoo REIITT om[T L J m e wrno'ui ITnr SCC INTERRUPTER DEVICE. m., vATonEm rry 31. 125 AMP SUBPANEL TO BE USED WHEN REQUIRED CIRCUITS AND THEIR CORRESPONDING BREAKERS EXCEED THE MAXIMUM ALLOWED K[ l amn t 4D I/e' Afr p LYE L uDNI BREAKER SPACES IN THE MAIN PANEL BOARD. SUBPANEL CIRCUITS TO BE GENERAL LIGHTING ONLY. m 32. ALL RECEPTACLE SPACING IN HABITABLE ROOMS SHALL BE SPACED SO THAT NO POINT ALLONG THE WALL LINE SHALL HAVE A p RCLESSLD sAR ur+rr• MSYNAsI[A eE[PT ornn RLcasm won 33. ALLEPTACLE RECEPTAC�LEE SPACING ALONG KIT HEN6'-0' AWAY ANDACOUNTERSC OVER 12RECEPTALE ON '1 TO EA SPACED SO THATG ERY WLL 2'-W OR LAER p NO POINT ALONG THE WALL LINE 0 zw vaT RCIIPT uETEr:T q►' p so-m urxr SHALL HAVE A RECEPTACLE MORE THAN 2'-0' AWAY us RC DT omn ..-Fvs urn nr•slrz n alaml pR rcsnsiD DCADEStEvI CIDR 34. SMOKE DETECTORS SHALL BE INSTALLED IN ALL BEDROOMS z sanE ruc :Wool lom sise c NFD Fuurts o uwI L THEA-V AY DVI1G QTCLLPIQC YCY u FUJI-why m m V S�FAIaT T TCLQror ' -SIL TYPICAL WIRING TECHNIQUE DE D SIN FOR SUB-PANEL FEEDERS a El 6»FN✓LIGMI COOOMT01 VT. ❑ T[uY1sI01 c/3LC rAIi LCI ®` m'DnECTm RADE run sw+un © 6%FA (Wt mOIrMTIIYI W7. O WOR PlQifl O2rolC SeOCE OETCCTm AM © AAALEICaD Qaw4T FAN Un"Y S-INTERWT/r .MCR LRO aMG IIADY II15W IMW ll6EAR 0 O Is- a0 .I M.i I FIeTIRE 2omED O O OCFMRAE VK aJTLrI orntT sm v EIfT.uwr nYTIIO I[vrRAL O >pORILNI �� GD MD SAME CCTCCTm 21CUR ^ (�{}� p,I ©� attss(D•uR Uurt• VAnmv m ® wJEL Em `� O finamwG :acv \q'f,'!'e ;Y"r1 '",I 0 m IIObO5U1 �i 0 o.o tmp 1f11 0 AMCiI[M smI ` AZ7 TR{ SON*r.,E • w Sir+ RlCV MIET _ K MM nD DEFJ rnmltlms re-rAL sm rwormw0 srrCv •r sTwr RCtyT nErtR mlam RSIrR FISTWE ro M' [IGJELD a ID0d1 ICfAI eml w s • wbA DUPE ' 14.."i- 1 ar TND•PA ' mrn wsm.Lwmt slccTevx sYM•u m oaRar+r.n m am Ta• TYPICAL HYDRO-MASSAGE TYPICAL GROUNDING METHODS OF v �� BATHTUB WIRING DIAGRAM NON-CURRENT CARRYING METAL BOXESqp • (r-��,,,,,- _ m ra w Dlk m Na H At a rrss Roy rm R wRu ! i s. - •�' R+ Fin YEMmt RClfliC }IAT-W « - 'A .IEmI a Fu 9R r,RpS r"'m'm^ Im vAt r__ i vNt TDO somuc ®de��I OAe~ ..• ;�'." Fm S•Fl m .F.r: I I lur rv_rtm auo sv_rTm rLuc % d iB B m Airt A60 } want:a®• I I I I 1 I I I I I MDI Alm II.RIOW !S• F�6 �r na v nsa IGl I 1 i i i SEP 2225 u.srrE rADay rAR i I I XO Jf S/NSC r i KureK nim I I cin vATn rvs rr a aanir as m.. 6uAuiurx, N rrN I I j I I 1 RF rDY �`� 4/RP (MI I1r-rW III AEf-r1K om aC� oma Ei D i i MASTER ELECTRICAL PLAN - IRC rn BSL/DRP M 18 JAN 03 r,D n Allf 'PIQ ®IVO FIX T1[ NEV TOR"An=AW IF I AL- PAHA ➢OA LOCATIW MY VARY BAS1�-2 B_� _- PANa DU LOCATIDI IN USD1ENT 4 IIT BASEMENT N®ELf____- �_/ ____________________ 34-2 D) 10 O M'20 © I LYFT 1 11 I I Liu 11 11 1 OPT. ; O DPT. I 11 Cpl. n I j 1 12-2 I I 11 I LT. r----- L 11 14-2 L r- -------- 11 \ I I I I 3 I Y II L I 11 irk -- ii IL________ __ _______ ________ 1 --------- - ---- - rI -1 L----- --------------- 14-2 ;; 14-2 ; 11 I I 1 \ I I TO 11 OPI. 1 © NDTE. JI KNT. VWN RECPTL ARE IMfTALLLDI I I I sTAOtS 1 SHALLL X 6IGIXTTEB Y 1 1 11 d- -------- ------ I 11 11 II ; OPT. ------------------------------------- -iy Ll WT. LIGHTS FOR GARAGE r ; 1 LT WT. .i i A1ID AM RM ars IMT ' ; L i i i 14-2 I L----- 1; VNEN IN VIITC� PUE T i i IS d I I II I I II II i I' II 11 LL________1/_ _ ➢2 11 c-----� _____ ____________1J A M n TYPICAL WIRING DIAGRAM v➢tnV10 mc m�w11iOucT vov6 -�_ YmvmA\L nA[aM¢AVAC.4R[ TI O L DI V 1 IIII I r- I — I I • V16 TO C SIImCD i1N ILO11!TR ?(a-- f ALM 'bDC7^ 40 FULL 4b MDI IF -M, vr•r LAG JXXV M ! I�v*M• PT a ••i�r s {REQ ml-sRD STAR V�AASHM THv vrtM W. £ ° IMW rNOY� ALM sIIDMG � �VA�^�� pI ° I i I 1 I L vrvr LAG sary u r I\• .�Y"� 4Q^�Y I I I Saf T/YRL sary s �P o �- -� ATM VASIfI,TFIRI fIDL11G AND faluAmulG STTUA � 'o»��"�• 3V'G-��,i, I ArtllfAO. L— ALUMINUM SIDING GROUNDING DETAIL SEP 2B 0 .�P�x •' �/ MOR IICR►II 6L♦t/.Ni g;o Ac. N IYHf (ETI)M-IiIJ III MifN MAaTLA ELECTRICAL PLAN — IRC n1 BSL/DRP TIB JAN 03 Txr, vc w A 1 2 +cmw ry tK Itv tTa n.Tc n.w v !!elDvrA• m UU teoov Tsov 1 `a 12-2 \ �v INalr B-] O T___ ______ f___ __ • naT.uv R 12-3 12'21 1 ] UO • , O 1 T • , � � � I -_ i INT'Y 12 I 19 --------------- ________________ I \ L a 12-2 _____________ m w lu 12- �EI=Z _ ___________ ra I•Nr a IDDOW a O ]2-2 Q _ __________ __ L �Sa 2 TOM m 12-2 Sa S ELEL DRIPS I!-! N• i ® , IK I I I IM- 1 ! 1 1 12-2 O I _ __ ®__- L __ l \� 4 I N C I \ Ilio S• v � I YNR 'A' _--J I I LmN umv 1 s, 2moW 1B00V TYPICAL SECOND STORY ELECTRICAL I R TYPICAL CAPE & IST STORY OF- 2 STORY ELECTRICAL x I®V • I , • O 1 �. 1 1 I r•al \© L__� T____ Ipl an aI¢,mt6f • � s1lo i 1:4 v ® NifL sls! r ____ _____ rnaAL/ARIAK! AY ImMMILrL ; ; q� �,.w Y'a Q•'Ap717 n Il!@IOIT LDATa6 a nlvl MffiL I 1 ® � A" Ir! r___ ,,nT •� i f_________ I u Ir------------------T ® ( Ib•V mmvolmoo r [6 I flOf.V 1!'WJW ° • 11aR lNRYi ' N t L wo, NOTES, TYPICAL DUPLEX ELECTRICAL 1. THE MOVE ADDITIONAL PLAN IS SHOWN I7 ATYPICAL LAYOUT s®a�, ivy`®yys ONLY FOR ADE TIDRA NOTES AND GR3, A SCHEDULE SEE NOTES SUBMISSION SET DRAWING All, Al2. Ata, A14 2. HEATER SIZES SHOWN ARE FOR ILUSTRATION PURPOSES ONLY L THE ABOVE ELECTICAL PLAN IS SHOWN AS A TYPICAL LAYOUT S E P 2 L A HEAT LOSS OR ADDITIONAL VILA lC DONE FOR EACH INDIVIDUAL OILY FIR ADDITIONAL NOTES AND CIRCUIT SCHEDULE SEE ©�rP�'•.Y /IGr/1!!!aI BOOR PLAN FOR SUBMISSION SET NOTES AND HEAT LOSS SUBMISSION SET DRAWINGS AB-Al2 INFORMATION ELECT. CRC SEE SUBMISSION SET DRAWING$ AI! 2. HEATER SIZES SHOWN ARE FOR ILUSTRATION PURPOSES ONLY �DA(r'S MC ]. CLCCT. COCUIT LEADS FOR MIT 'C' TO BE RAN IN CEILING TO SPLIT V/ LABELED A HEAT LOSS CM-ULAT113N VILL BE DONE FOR EACH INDIVIDUAL uY W m{mN, IaBBIJBRBA PJ If[a 'ANP' CONNECTORS FOR ON-SITE CDNNECTION TO LIKE LABELED 'AMP' CONNECTORS FLOOR PLAN FOR ADDITIONAL HEATING NOTES AND HEAT LOSS FNIFF NY-. AU All VRA PN IN UNIT 'D' ROOF CAVITY. CIRCUIT LEALS UN1' 'C' TO BE DROPED DOWN CHASE INFORMATION SEE SUBMISSION SET DRAWINGS AA ALONG WITH UNIT '7 clRwns AND COILED <v/Nlr cDlLst w SECDND STORY Fl-R. TYPICAL HEATING AND ELECTRICAL — 11(1: JOIST WI OH-STYE COMPLETION N COILS Bn 8SL/DRP MMIa JAN 03� .p Al 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 OR FUEL LINES TO BE INSTALLED ON-SITE BY HVAC CONTRACTOR 3. FLUE PIPE TO BE INSTALLED ON-SITE A. 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 DISTRIBUTION PIPING LOCATED OUTSIDE OF A CONDITIONED SPACE. 6. INSULATION WITH A MINIMUM THICKNESS OF V SHALL BE INSTALLED ON ANY SUPPLY DJC-IS LOCATED OUTSIDE OF A CONDITIONED SPACE. HVAC MATERIAL SPECIFICATIONS I. FURNACE (SEE CALCS MANUAL) 2. KNAUF-FIBER GLASS DUCT SYSTEM- E1475 3, ATCO RUBBER PRODUCTS-6' CLASS I FLEXIBLE DUCT. (SEE CALC.S MANUAL) A. SHURTAPE TECHOLDGIES, INC.- DUCT TAPE SILVER-PC600 5. ACME MANUFACTURING C0. (SEE MECHANICAL EQUIPMENT MANUAL) FLOOR REGISTER HOOTS f f f r � f f RETURN AIR SYSTEM TRUNK LINE fERx16' RETURN AIR 16'.24 f RETURN GRILL j RETURN AIR FRILL a a f = 0 0 W W q U .. 2 _ f � � W 4 = r 6' FLEX p)Ci NEL REG IST BOUT NO 60C 90' E x x18 NIL 59 LEN T ,END REST TDR- ~ f- 6 IB CR VER SIfE_IASTALLED —� SILf �# �RA � DPI. PIKER V[xlCR �� ) 17-1 vr OCT Vert \ P ':FH!l^.;:'u AI Ll!.RT _\ �c ai 1MYY PM i R e q tl BASEMENT MODEL CRAWL SPACE 4 � z y FFF SEP 3 2 .Y ." f oA(BS, INC. 217 DB NR'682N, MADDLBBDRA PA 178" 670 BJ7-LJJJ PAX 837-0286 HVAC SHEET - IRC n. )Mrz. av, RVA w BSL/DRP 18 JAN 0 A 1 4. 1 'SPACE RESERVED FOR THE NEW YORK STATE STAMP OF APPROVAL' 1. INSULATION WITH A MINIMUM THICKNESS OF 1 1/2' SHALL BE INSTALLED rMR ny My ON ANY SPACE HEATING DISTRIBUTION PIPING LOCATED OUTSIDE r m OF A CONDITIONED SPACE. 2. INSULATION WITH A MINIMUM THICKNESS OF V SHALL BE INSTALLED ON ANY SUPPLY DUCTS LOCATED OUTSIDE OF A CONDITIONED SPACE. o Nn m rai TRUNK END TD -END- STARTING UENDSTARTING COLLAR 6' REGISTER BOOT TAPE AND STRAP FLEX TRUNK LINE TO CROSSOVER TO BOOTS L COLLARS SEE CALC.S MANUEL 6' FLEX DUCT • 00� i n ILA J i ii I n 1 1 R® 4X10,. 4X12 , 248 FLOOR REGISTERS I 4 I I ® 16.16 RETURN AIR GRILL I I 'x18' NSD INSTALLEb __ _ — _-- �_ I- - L _ _L J I 0 gm I J I a I 0 — ———————————————— — --- ----- — — ----- 0 CU p 6'x42' DSD SHIPLNOS� i LaP xFA AUART �"✓ w n.�.�.� L_____________________1________ ___ _1___________ I d4 I I p.Y • ♦i PNlTY PAM P LST ^.,'C '• 6'x18' OSD INSTALLE L_ __________ ______L__ _-__________ ___i_____________ _-___ SEP 2 ,� XO ,'S, NC. fl7 pS 8►Y SlfA', YIDDFSBBRA PI 178" f70 Id7-fSJJ III 137-02 96 HVAC SHEET - IRC n• an ¢�+ nvc w BSL/DRP I8 JAN 03 A 14.2 'SPACE RESERVED FDD THE NEW TURK STATE STAMP ER ArPROVAL' HVAC NOTES f f L FURNACE (SEE MECHANICAL EQUIPMENT MANUAL) FOR INSTALLATION INSTRUCTIONS 2. ALL GAS DR FUEL LIES TO BE INSTALLED, ON-SITE BY MVAC CONTRACTOR / 3. FLUE PIPE TO BE INSTALLED ON-SITE T 4. DUCT CROSS OVER AND RETURN AIR IN BASEMENTS / TO BE INSTALLED IN FIELD TI 5. INSULATION WITH A MINIMUM THICKNESS OF 1 V2' SHALL BE INSTALLED ON ANY ED I CE.ISTRIBUTION PIPING LOCATED OUTSIDE 6. INSULATION WITH A MINIMUM THICKNESS IIF V SHALL BE INSTALLED ON ANY SUPPLY DUCTS LOCATED OUTSIDE OF A CONDITIONED SPACE. f HVAC MATERIAL SPECIFICATIONS L FURNACE (SEE CALC.S MANUAL) 2. KNAUF-FIBER GLASS DUCT SYSTEM- E1475 3. ATCO RUBBER PRODUCTS-6' CLASS 1 FLEXIBLE DUCT, (SEE CALC.S MANUEL) 4. SHURTAPE TECHOLOGIES, INC.- DUCT TAPE SILVER-PC6DD f 5. ACNE MANUFACTURING CO. <SEE MECHANICAL EQUIPMENT MANUAL) FLOOR REGISTER BOOTS f f f f f FLOOR REGISTER BODY NO 60C 90' ANGLE REGISTER BODY N0. 59 CENTER END RESISTER BOOT f 1 a a W CC = OVAL DUCT TO W SUPPLY 2ND FLOOR a y f z ., � W , 4 = LijF 6' FLEX DUCT FLOOR F¢Cl a ti/� N0. 60C 90' AN eer.Tr�TA'/Sr , REGIS x 6x1 N0. 59 CENT REST TPI.TFNNYBOI4 V'h 1 r r— IB CR ER SITC-IASTALLED —� 6 !<^® ALBERT S. PpYGG 'Jf HL[A �` v OIKCI VENT F rwi rEcwcE �� K V'1. � gg 10 BASEMENT MODEL CRAWL SPACE It •• 1 �� a a SEP 2 3 ZUU / IO NAlY W / -zj`/ �1 / q � RR 11I Dl BR/1L'. AOW3MlC.1I I)/II z HVAC SHEET - IRC RA R\ AtV� 1"Z L N] BSL/DRP 1B JAN 03 A 14.3 'SPACE RESERVED FOR THE NEW YORK STAIC STAID Or APPR ' nv w rr, i� ran STARTING COLLAR ran n•u 6' REGISTER BOUT TAPE AND STRAP FLEX TO BOOTS L COLLARS SEE CALLS 1UINUEL 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 LOCATED OUTSIDE OF A CONDITIONED SPACE. 2. INSULATION WITH A MINIMUM THICKNESS OF V SHALL BE INSTALLED ON ANY SUPPLY DUCTS LOCATED OUTSIDE OF A CONDITIONED SPACE. OVAL DUCT TO SUPPLY 2ND FLOOR 17 - 11 nii DO 1 n I I n I I u I ® 4X10, 4X12 , 2x1B FLOOR REGISTERS I IXle, I I I ® 16.16 RETURN AIR GRILL L_____ _ ____ ______y_ ----- ❑SD INSTALL-----51_-__- ------ _i___ ______ I___ w J a `� n P.aGO .�,y"i, I y i .��4 PA• rFXNYSOH ✓��S j __ _________________ ________________________ ____________I �_ BERT �(n __N i I Par 1 e 6'x42' OSD SHIPLOOSt x I Sv n wu `-----------------------� - --`------------ --- 4e -- ------ 00, PAN I -------------- ------ -------- ------------- -------------- -a -- ------------�---------- 6'x 1B'-- OSD INSTALLE i `- ----------- ------1-- ------------- -1-------------- ---- --•- 11 SEP BOA! S, INC. sn Di m Ar11Y. Fmuuur o. ,>'.., HVAC SHEET — IRC 1T LmP[N bA4 N] BSL/DRP 18 JAN 03 A 1 4.4 '116ONO N !I[•[V YiC Yf+R STM►V i1TImIIl' RANCH y� BI—LEVEL a CAPE , +Wspv" vr.+•.u' :n TOP nwR TWO FAMILY A-2 farfn ro mrin cuml TWO STORY �+� pWAttiPRS s yr STNQ a rvs fie•`' W+r l4� KOW mx —:i:' STm eau« �v sa ou ir 4r awe. cove PEW. DRAM nr. JmxT vr.r.r sn.• vfTN BE= 1' CDt illlA Vr MRl AS REY6 •' •: iQ pVN1YilI' I'�I•' IlIIf1 R.W I i Im. Vi49 la.. V1 SIT aM. CUL FODTEA { �•� +• OUV[1 +•m FD]. �O A EXT. WALL INT. COL. FOR TNI STM INT. PIER WING SECTION FOR SPLIT LEVELS OPT,FM T's AND L's �+ TYPICAL FOOTING DETAIL C� Jf y, '` .J~ � 1/2' THICK `� 6'x6' COLUMN IETM. W,mmn TOP PLATE / ` '/ 1/2' DIA. HOLE FOR 1/2' 1/4• LAG SCREW I DIA, LAG SCREW TOP VIEW FRONT VIEW Imm n.iR ET[ inn NOTES- 1. 8' CONCRETE BLOCK PILASTER READ. WITH 10'-0' MAX. 1F BACKFILL EXCEEDS 5'-0' ABOVE FINISHED CONDITIONS TYPES OF SILL ANCHORSI AND LOCAL REQUIREMENTS. 2. CRAWL SPACE FOUNDATION REQUIRES AT MIN. AN 18'x24' ACCESS OPENING FOR VENTILATION 1/3 OF 1% OF FLOOR fWr NR E Ta To AREA PROVIDED BY CROSS VENTS MADE INSECT 6 RODENT PROOF WITH SCREEN OR LOUVERS. MIN. CLEARANCE BETWEEN WOOD MEMBERS AND INTERIOR GROUND LEVEL IS IB' 3. WINDOWS OR VENTS (INSTALLED BY BUILDER) ARE REQUIRED TO PROVIDE 1/150 OF FLOOR AREA AS FREE VE T rATI AND SHALL BE LOCATED AS CLOSE TO CORNERS AS POSSIBLE1`T.L I� 4. IF WINDOWS ARE INSTALLED IN LOVER LEVEL OF BI-LEVEL UNITS, VENTS MAY NOT BE REQUIRED. CHECK LO AC� x`1.4 p�� I�,, REQUIREMENTS, l`Tf •,•^•T ``-- 5. PERIMETER RAIL ATTACHED TO SILL •/6d. NAILS 16' O.C. 0. \, • • i� 40 6. FIRE SEPARATION WALLS IN DUPLEXES SHALL BE CONTINUOUS TO BASEMENT FLOOR (ON-SITE BY BUILDER). ®• +. PFI0. , 0 Ta InIVI n.lM 7. APEX HOMES, INC. WILL NOT ASSUME ANY RESPONSIBILITY IF COLUMN SPACING BY BUILDER/DWNER EXCEEDS MAX. (�-!,4 Y r RANCH SPANS SHOWN ON LDLLY COLUMN SPACING TABLE. =^ t. , _ ,_4 ^� RI-L V-L V - -- -'- ----- --- _ - __ _ B. LOCATION OF WASHER, DRYER, WATER HEATER, 6 FURNACE IN BASEMENT TO BE INSTALLED PER STATE L LOCAL ' r f, non, --------- '� ---- -- CODES (OWNER/BUILDER RESPONSIBILITY) TWO FAMILY i ilii *� 9. ANCHOR BOLTS SHALL HE PLACED SO AS TO NOT INTERFERE WITH FLOOR JOISTS "' p I EVP,l[xL OST TWO STORY ii 10. SIZES REFLECT WOOD TO WOOD DIMENSIONS OF UNITS ALLOWING SHEATHING AND SIDING TO OVERHANG FOUNDATION. '. I IF 3/4' FOAM INSULATION IS USED, INCREASE THE FOUNDATION IN LENGTH AND WIDTH BY 1 1/2' TO MAINTAIN PROPER OVERHANG. THIS APPLIES TO ALL MODELS. LJ LJ F, i� 11. ON-SITE INSULATION IN FLOORS OR ON FOUNDATION WALLS AS REQUIRED TO BE BUILDER RESPONSIBILITY AND TO J'1 i. 3Sr. ^eN � I L°1 J BE DONE IN ACCORDANCE WITH ALL APPLICABLE CODES °NFT TTn T^' m m 12. ALL CONSTRUCTION AND MATERIALS BELOW THE BOTTOM OF THE FLOOR JOISTS 1S BUILDER/DEALER RESPONSIBILITY AND IS TO BE DONE IN ACCORDANCE WITH ALL STATE AND LOCAL CODES. DETAILS ARE SUGGESTIVE ONLY. EP 2 J'ft IY1!ar 13. BASEMENT COLUMNS SHALL BE PLACED UNDER ALL SPANS >5' FOR LOAD TRANSFERS .�rP1.F,�r PtvOE77gv 14. SMOKE DETECTOR TO BE LOCATED AT BOTTOM OF STAIRS. SMOKE DETECTORS IN BASEMENT SHALL BE RESPONSIBILITYINC. OF BUILDER TO PROVIDE AND INSTALL (COIL WIRE BY FACTORY) I r w ncs•AT W�r OWES "6e RA TTw+ ___ _ ------ _ ----- ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND WILL ALARM IF IT OR ANY OTHER DETECTOR GOES OFF (m) Nn-uu i"M-""____ ________ __ ___ 15. FOUNDATION DRAWINGS ARE RECOMMENDED ONLY. ACTUAL FOUNDATION DRAWING MUST lort " ENGINEER OR REGISTERED ARCHITECT. TiPICAL FOUNDATIONS — IRC 16. FIRE SEPARATION WALLS IN DUPLEXES SHALL HE CONTINUOUS TO BASEMENT FLOOR (DN-SITE BY BUILDER) BSWDBP D JAN 03 fcv rvc w A 15 °rmrvn rm TIC NEV Ivl� rtATc rtA1•o .rr.m,w<• SEE INDIVIDUAL FLOOR PLAN SEE INDIVIDUAL FLOUR PLM! SEE 1NDIViDUN_ FLOOR PLM! _________________ -__--__--__________..__________ 1 _______________z_r--__-___________z- ______.. 1 1 1 I I 1 1 I ! ! 1 1 f 3 BOX UNIT I I i i TWO EAMIL)L i I I 1 l 01 l o l L J, 1a1 I I I I 1 I l o l I�I I I L_J L_J L_J I;lL_J 9 i i SEE NOTES SEE NOTES SEE NOTES SEE N07ES SEE NOTES i I S ' i�� i_� 5 !SEE NOTES NOTES SEE IA(ESi 1S.EE NOTES SEE NOTEE SEE NOT Si 1 1 I I I I I 1 I I - J I II O N I O 1 0 1 _ __�-_--_--__-_�-------------- � ! r L_J L_J L_J L_J h I ! L_________1 v___-__-____J I 1 SEE NOTES SEE NOTES i SEE NOTES I SEE NOTES SEE NOTES i ! '--"---------------------�--� I I I I 1 I _ _ ___ _ _ _s_v J 1 ------------------------------------------------------------ SEE INDIVIDUAL FLOOR PLAN r-__________ti-f-___ I I 1 i y 11 I I 1 1 I I 0 l J I I I 1 1 1 W I I I I I Q I ______________z_r__________-_____.t-r___-______-____-� i _ i NOTES, rT4A4- !, 4 %rr i i i 1. SEE CALCUALTIUNS MANUAL SECTIONS #4 THROUGH #15 Yt: '', ,� ''AP ! ! 'FLOOR CENTER GIRDER' FOR MAXIMUM BASEMENT SUPPORT a i i i SPACING BASED ON GROUND SNOW LOAD, ROOF PITCH, 4 PA( TtkL I&T''"T a W !I I MODULE WIDTHS AND TYPE OF STRUCTURE. s per* 1 lol ror ror 1 1 I I > ! r L_J L_J �_J LOJ h i 2. SEE INDIVIDUAL FLOORPLANS FOR ANY ADDITIONAL � rdi,46��, SEE NOTES SEE NOTES SEE NOTE' SEE NOTES SEE NOTES i COLUMNS REQUIRED TO SUPPORT CONCENTRATED LOADSFROM ABOVE. AS INDICATED BY AN ASTERISK (1E). , j ,,�O SEPI -------------------------------------------------------------1 �a SEE INDIVIDUAL FLOOR PLAN w1laiRol — TYPICAL rt��rsr 6YSlye .�l®o4Esnu, H InY FOUNDATIONS - .RC „ DSL/DRP 1-mill IB JAN 03 ave nvc ro A 1 6 9IiQ AEIIYVm iS11 M KV YOb( fTAIF STIV'Q MPVDVAL• SIX M AN.p[TNL[a4 "TNeI Y _ 1 m M W.Ab.aTrA sx. 1SIX M WW MA K71L [ M.IIN¢Mm[ Mm ll l 13 R M TMJ IM �r3 TMW w C p M riM ; Y OIL II 1 ■`• Tr 1.VIS 11301---'I Lld IWQ J® I a MM ll M pyrl6r YIRLT Y OIL 1 I M t•1M YY Ind ON fQ M W M'!0.MA& [ I } I 1 S ODO[f UZA P �A M A45 >p�aL 9 am vI _ Asn 1 _____ �y Y urralw a al[Y rtm rvxTra NI VK3,oFrm n BY nlnao •JM My IIWAI m TEAM ml run a•[IT tl�GLV,IOVr,[rldl N`al Tl]N n�r � V/l IR91 P®C yr pl pOm[ __ ------- n rK'JOT Q7dm M mI VJ r MIDp, VKL Mr MT WIAro' TI r i LY 1Y LlKAbw II1011 rW[lp 11Ylwl101 W-mi n n 011a w r 1 I/[' IW ll IRT)/CLT W rIIMVMl[VQT 011e ItllM r MmO[I Vol NC YWro � 6!WaOLI M rnW11Y ® T' 0 W nm,061417 so w n rma u 1•osMc Iml vrrlwL mwlATa n wwrAc,Im r-- y r rloar vAu Ar[Im Aro � t/e'mC IAI®c Lwu S r mC SW V/ V/mYOIYr mLlrfi I Nv W szll yr [ . . .. ... . .• ... . ... J w Jul Ir> [a J•a r rQowro Tm tTL[ 5S wrrvr r�� ro IEt r r yr TmiLl rLY y!<I LMOYIG MOIn M W mR1L66 TTP. BI-LEVEL CROSS SECTION la M u[a An.cTK.r TYP. RANCH CROSS SECTION / / s NOTEI s¢M AM a M Sly A 8'-9' CEILING HEIGHTS WILL REQUIRE SAVE OVERHANGS AND RAFTER EXTENSIONS TO BE SHIPPED LOOSE AND INSTALLED ON-SITE BY BUILDER USE OF 0'-9' CEILING HEIGHT SHALL DEPEND ON ACTUAL MODEL LAYOUT AND WILL REDUIRE A RAFTER ROOF SYSTEM (MAX. CLG. HI FOR A UNIT WITH A PREMANUFACTURED TRUSSED ROOF SYSTEM SHALL NOT EXCEED B'-D') as ll v I TYP. CATHEDRAL CROSS SECTION M 10i IM[u rd1YrL w M1l1 O6LLA10I n rVO.O[l lm R A4 M m Immll. rTr mrv®c IY'Ow111 O61ItiATa n JI[I[rACAlp1 Y 6 SOF NEW r T9,IGro SLL .WQ R, J.YYI'!• 3,r OrKID M rum of [lu[aal w rTaamATm[v BI-LEVEL OR SPLIT ! �P �N S. uau•me rlu LEVEL CANTILEVER r urvn Jn m[TrlV,LfllmLr _ __ LK 4 rtID1 r ut W me c W =2l24 sD6L tTOn ra M AM L m 0I L 2 IJ'APCP a LTO yTyl T� 1[[ M 4 T[1NL M M W mRMLr L��' ND 6710\ pq�FfSS I ONP� d1 La MAMaaa TnAc1 BI-LEVEL WITH LV Ill JTI TYP. CRAWL SPACE CROSS SECTION FLUSH FRONT 7 1 I4 VK(vrllTLAipI Wul Y M➢vwED p M [WJI D fl IrQ AICA V)/w[6 IFAVL YAR AZ. NI GI"r_(rn AIf--LYS av_YM/W VOM DMIl Y l.1 K K pLS 1p TI[fOIOTT)YI CLUQ6 K IbilrlL Np MT I[ AOJOQ VIII IIA1LJrLLT[POMIO L1lNfa TYPICAL CROSS SECTIONS — IRC ♦ Tm BSL/DRP M 1B JAN D3 LSA M w �.{� 7 •®rw m THE IF N'PARVAt• - N aQ M4 A)!.ICTAL MLM !r— /METT-1L fp1L Mppllf V4 MCYaC Gw MO WlA1 AoD 6�r6r mDG 1®R CMLL sm A[11YL l o. IA�AY M0 VQf MCYYML A fKla� r/fTOI YML GL 1Of1.Ia A IbI VI)M A AWYlK11O lA6fCa�iTf1O1 GNLL MRf C/�rT S i xuYAL pl p11M C aIILLO r1'QI[V/ g ` a IT IW IW[Llal - 1 pm srApvnl mm fC;D1/L Al].RTAi I 1` LQ MG wN f Ab. p71n6 L f[I FK AN L.a'! KILL 0 _ _ YIrM A IlA a faL IOflKlil�Tl(Np r 04W M i T)T a rCTAyTa1 n uwr.cnrrn 1 wql Martam mer y a l T)T MILT Vrnr T rY ffl:•NI flr Oafyall IN IusaATal vfau .§ MM NV Y l)LY C[L M"V1 L All,IQIa A a l aT MIN W W w Y!) )T ILIDf M]ORTR pClw L, FOR,o R wl)Lr MILY} ► YSCI[Mf WILL Nf Y64AT[D rr'tu IIIIfI piLLATIW DFCaT a m !W Y l A A RTOVI Y61IiLA)al aY IMNIKIIIIOI !1 l))T r aAsom vN.L Allf Mn aruAro M d v l•1/l' _ a!r mwi► (a•yry�C� ---- an l l 7,aIr il MlC V A 4V Npf1 a T LCflr 'AI l l IT 6T txamOR p IOfM VKL a l l yr C j a IT Mp➢U. rn m UI[5➢t Ip IaffMTAM M,Ia FMTO n i nG L ru GvnoO +Nii L))l' Nlr v l ur TYP. IN LINE SPLIT LEVEL CROSS SECTION r aac¢Aa w Y l!yr ap vRa Hsi ie•fnnsc nu v) rannw .. . . . . .. . ....... .. ... . . �•IORLATo bMYI TCf V Hlr[Tllot vrro lAuaa N W l9MIYLfId r (AAM a[➢ l IIL M•IS.CTM M TYP. TWO STORY CROSS SECTION NOTES: y L ALL DETAILS FTG FOR 300 PSF MIN SOIL RRG PRESSURE } 2. GALV. METAL STRAP CONNECTIONS SHOWN ON SHEET 8.2 or 3. FLOOR INSULATION WILL BE SHIPPED LOOSE FOR DM-SITE INSTALLATION g SEE DWG M5 FOR SPECIFICATIONS 4. ALL INSULATION MAST HAVE A VAPOR BARRIER TOWARDS /HEATING SIDE. ty 5. IF UNITS TO BE ERECTED IN A GRDUND SNOW ZONE OF 30 PSF OR LESS, ROOF TRUSSES MAY BE G R[ai M[lDC1R ppLATai orertc n SPACED A7 24' D.0 L IF aAsoon VA w I maAM 6. 7/16' OSB, EXPOSURE BI, SPAN RATING 24/16 MAY BE USED ONLY WITH k RIOT p TBl1 O =IT aUtaO a SUPPORTING ROOF STRUCTURE 2 16' Or rmwl vru w C. Rnavt p ►mM3 7. ANY ADDITIONAL SMOKE DETECTORS IN BASEMENT MUST BE INSTALLED PER S1ATE/LOCAL CODES Af[lm°ma.To ALL SMOKE DETECTORS SMALL HE INTERCONNECTED AND WILL ALARM IF IT DR ANY OTHER DETECTOR GOES OFF OF NEw S. ANY OPT. EXTERIOR SHEATHING MUST COMPLY WITH CURRENT CODES () 9. ALL OPENINGS 1N BASEMENT MASONARY VALLS SHALL HAVE A PRECAST LINTEL TOP ON-SITE Y 10. FOR GRADE L SPECIES OF INTERIOR AND EXTERIOR BEARING STUDS. SEE CALCULA71ONS MANUAL l4N GALV lTmll[�D R! aQruoM w Iuam�Toa�v 4 �~ F��N 5• 11. TEMPORARY 2x4 DEADNEN INSTALLED A7 48' 6C. IN ALL MAkk1GF WALL DPCNINGS GREATER THAN 4'-1' FOR vA worm vcaa yr ON 1 rt11= �0 i E LIFTING STRENGTH 12. THE SWING OF A DOOR OPENING ON A STAIRWAY SMALL NOT OVERLAP TOP STEP. 13. INTERIOR FINISH CLASS C DR BETTER IllW wAK I a yr Ar av,sn fat aov To � 14. EXCEPT WHERE SINGLE MEMBERS ARE ADEQUATE FOR TH£ LOAD, JOISTS SUPPORTING DME STORYruAAArai BUG m ruTDAA m NONBEARING PARTITIONS WHICH ARE PARALLEL TO THE JOISTS ARE TO BE DOUBLED AND NAILED TOGETHER FIG L faaOb T" ` WITH Ind (OR EQUAL) NAILS AT 3Y D.C. DOUBLE JOISTS WHICH ARE SPACED TO ALLOW FOR PLUMBING ETC �, IAnmc mvO - ARE TO BE BLOCKED AT 32' MAX. vI!Inlmnc NSAn — _ --- 15. ROOFS DESIGNED AT 40/45. 60/65 OR BD/BS PSF LIVE LOAD AS PER LOCATION OF MOE r aac aw vI - _ �o• �� REFER TO THE RESIDENTIAL CODE OF NEW YORK STATE FIGURE R3012(5) aXL vlr I►a •` u _ •- /OA P�. 16, STAIR HANDRAILS TO BE 34' ABOVE EDGE O' NOSING 17. STAIR GUARDS TO BE INSTALLED ON EACH SIDE OF STAIRS (ON-SITE BY BUILDER) GUARDS TO BE EITHER SOLID HALL OR OPEN WITH INTERMEDIATE RAILS OR RA-LUSTERS PER STATE/LOCAL CODES v Io►tuto rUw TXC v Rom '•`- 18, STAIRS CONFIGURATION TO HE MAXIMUM RISER HEIGHT OF B 1/4' AND A MINIMUM TREAD DEPTH OF 9' vv m 19. STAIR RISER - THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST N)r mrtsfac lrti�IGof1°"o r RM �•/zp��' I�lIiA[1�!w BY MORE THAN 3/8. THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIR SHALL NOT EXCEED THE "M4 me nG HOMES bVC, SMALLEST BY MORE THAN 3/B' "101wT3W 1 M1=N !4) a m Zri.YQ ujm; M 17W 20, EXIT STAIRS IN A TV13 FAMILY DWELLING SMALL BE ENCLOSED BY A ]-HOUR FIRE RATED ASSEMBLY n �� WTllw 2L SEE PARE 10 FOR INSULATION REQUIREMENTS 22. STAIRS 3 RISERS OR MORE SHALL RE PROTECTED BY A HANDRAIL ON ONE SIDE MINIMUM. ALSO OPEN SIDES 13F STAIRS OR LANDINGS IB' OR MORE ABOVE ADJACENT FLOOR L AT VINDOW(S) ON STAIRS 13R LANDING SMALL TYP. SPLIT LEVEL CROSS SECTION TYPICAL CROSS SECTIONS - IRC HAVE A RAILING VITM GUARD(M BELOW RAILING THRU WHICH A 4- SPHERE CAN NOT 23. WIDTH BETWEEN HANDRAILS OR HANDRAIL L WALL 32' NIM L 1 1/2' MIN. CLEARANCE HANDRAIL TO WALL M BSL/DRP 1-8-JAN 03 �cYn MD Mo A, 8 24. THE SWING OF A DOOR OPENING ON A STAIRWAY SHALL NOT OVERLAP TOP STEP. RIDGE VENT •VA(X lill Fol TI[ MEW ms STATE ETAIV w rsPrlwTa• SEE DETAIL C-I ll APA SAM S11111FliLOn sTIID-1-Rmt r¢L➢ w• = E MARCI To. Ts WTALLCO ovn AS slO MTiIG LN[ Elm INKS x loon a-w /-DM FAST i27 w El EACII lde[R i]N ASPWLT m FTIEARAG 1O.AF5 CI sg142s OVO1 ISr Fr1T A vNUES 1/14 11131.Ell m IL YAM lWTSC 24] INT`1®MT vrM sl O i -\ JI f¢ ll W RSI FAST OtR m r FAST bR SEE DETAIL C-2 MauATTrr x RTLLEINI = u AT EINWL INa ort Earl NtR AT i' DL Al i' DG IIIA SCC WS w FTA p61lATt21 MRAOQ r6TA III REAJOI[)EMff Cfbml I'l l6 rn AY YAC ll zu sPr K r lol Ad YA¢ B _J VARQS B EMA SEE DETAIL C-3 A Wr cn. ER ox vAl I_r-Y Izr-a•w L CIE; INrtTrE x ton II I—�P• r-r ar-rnI r-r w Na r-u• Rll IW 2 esi Yr12 1 KASn ovd sTAus 7 . 1 1 [CA " SPr �vmm STIAll STAIRWELL FRAMING 1 I � Arm rArTv +�. j 1S PARTiTIIII n �I LAIERK SMCOG IIEV6 I 1 1 WLIDt _ G AwnaP�SfW IWTS Mei IQ Ill YF� i 1 rte• Izr-r WIND I:h litil I I 1 1 r-r arm• vwo i i Y' �•`• �" mnu FAN rm 24 WINE SEE DETAIL C-4 is¢c oo RITaLEJ AIG MAILED I tJ-=27 m =A AS s WN I i r-O• QWWw SEE SCM[a•r A VIDU R-b Oh(X ET VAPINI EAte. TOVAPTC �rt ren YAm 7l Pill i¢srx�c Iwa�NL�rtS SEE DETAIL C-5 yr iw. m cuss r enEAml rlMual ro w m u•-A• WINE ulE t-aA STP K AIR R'-u•w m I.r-Y W11C m t_e sm w FLOW Lr-w w m Is•-r WINE m 2- sent t Ii•oe 2-20 srriz JmsTs —n 1 WrW V1•LVL t eP OG V/ FASTENED 7CWTHSTACEEER 12/12 CAPE ROOF SYSTEM AT INT _ TH sTAry mo V/ SECTION B-B eCRmLCL EWA C Renins TAMC SSE2J VC)ClUi l G1 Y MEV TVK STAIN „••�• I CVA Cg9i. NA ElLllml[D V® rlm O IIN GIOC TALLL it1 II• I II I I we/ERT W1VAEICR i`WN•IYS]fASI Oto Q 111 II II II III AT Mr OL UQf R= Sill MALLS QADI LEST) III II II 111 V/ 2 K1r.ERS II' I� 11 III }w RIA 5 QKM7 OR III I II 111 t]f6 0.41rlSnt [COAL MARS JmS1S III III SmSER RIO FAST ix tArA SINE w nA mST In '4 eu sxi ESI (),i NEW 1. 1. DESIGN FLOOR LV. LD. IS 30 PSF (BEDROOMS ONLY) II II 2. ERECTION SEQUENCE OF ROOF SYSTEMS IS AS FOLLOWS 11 Il A. MODULES ARE SET ACCORDING TO THE STANDARD SET-UP ii rAu ii tINnLE toms t- srr �' PROCEDURES BEFORE ERECTION OF CAPE ROOF ii it�Q w E�iEN SIZE w aal B. RAISE 2X6 RAFTER PANELS AND INSERT KNEE WALLS Tlo I( C. MAKE ALL CONNECTIONS PER DETAILS C3 AND C4 D. INSTALL COLLAR TIES TEMPORARILY AT 81-01 j E. ROTATE 2X4 RAFTER PANELS FROM FOLDED POSITION UNTIL THEY MEET AT PEAK PANELS MUST BE TEMPORARYILY U SUPPORTED UNTIL ALL CONNECTIONS HAVE BEEN MADE PERF N �0 Tt2 DETAIL C2 A 67 F. MAKE MATING LINE CONNECTIONS PER DETAIL C3 BOfES$Ip 03 Ili II II ll III G. INSTALL REMAINING COLLAR TIES AND FASTEN PER DETAIL C2 3. ATTIC SPACE INSULATION AND HEATING IS BY BUILDER ok 4. ML = MICRO LAM. Il DORMER DETAILS 5. ALL FRAMING TO BEI 161 O.C. O l IAC. 6. WHEN USED AS ATTIC AREA FOR 2-STORY, CLG HEIGHT IS En w m E2AI, nsREvo11A �� r2sAe REDUCED TO 71-01 (STORAGE ONLY) m - rJ2 R CAPE ROOF SYSTEM - IRC IRC n BSL/DRP 1— B JAN 03 IxW, M n A21 'SPAM KSERV[D SUR D[ KV TIRE( STATE STAN DF NYRDVAL' AIR 1 tirRAP X 26 QALY. STEEL RIDGE / STRAP AT A/•' FLOW O.C. (D!-SITE) � 2- 16d, DIA FAST 607, OR EDUAL MAILS EACH RAFTER 3 - 6d MAILS EACH STRAP (ON-SITE) 2-16d NAILS ` IOd NAILS AT D' O.C. STAGGERED (ON-SITE) TOE-NAILED EACH SIDE VENTILATION REQUIRED AS OF RAFTER SHOWN ON DETAIL C-4 1 1/2'40'x26 GA, GALV. %I MTL STRAPS E 48' O.C, RETAINER INSTALLED 4/4-16 STAPLES XTWE lE7 VEEM FRAMING FOR A MIN I' AIR SPACE EACH END ALTERNATE 1X4 RIDGE TIE AT 41' OC IN LIEU IF 2x10 FLR. JOISTS STEEL RIDGE STRAP ON-SITE) AIR 2- VW, DIA FAST 601, OR EQUAL MAILS EACH RARER 3 - Sd )AILS EACH RIDGE TIE (XfSITE) FLOW PEAK CONNECTION DETAIL C-1 '� PLYWOOD EDGE Oa EQUAL •. 2 12 PERIMETERS )od NAIL AT D' O.C. ` (ON-SITE) ` 2- 16d, DIA FAST OBCL, OR EQUAL /AILS EACH RAFTER SEE TWO STORY 10d MAILS AT 6• nc 2x6 CLG. JOISTS INTER-MODULE +•.• 2350 ASPHAULT OR FDERGLASS (CLASS C) SINGLES CONNECTIONS •� OVER 156 FELT PAPER FOR MORE DETAILS •� u 7/16. OSD. EXPOSURE /1, SPAN RATING 24/16 •• MAY RE USED ONLY VI7M SUPPORTING ROOF STRUCTURE 1 16• QG 1- IN NAILS FASTENING - ID-7/16• GA X 1 3/4• STAPLES 2X6/2X4 RAFTER CONNECTION Alr - 6-164 MAILS DETAIL C-2 11- Y % 113 MAILS (fid) R EouAL cow-slro 23/32' PLYVD GUSSET 5 PLY-EXP I OPTIONAL 4 BOX CAPE 24. Mr— PER RAFTER 1/2• SEPERATION MINIMUM KNEE WALL CONNECTION GUSSET PLATE CONNECTION DETAIL C-3 DETAIL C-4 6d GALV. NAILS &EA. SIDE STAGGERED 2 TEC❑ TY-DOWN SENIOR OR EQUAL EACH RAFTER 1/2' PLYWD GUSSET I/2'W KILT AND JOIST STAGGERED SIDES EA. SIDE APA TRD. ONLY ONE ANCHOR REQUIRED SHT'G 32/16 EXP 1 FOR 24W MODELS p4 NEry Yp `%1 PrS. KUj�oPF N T M 1 C� w /2'XIfi GA STAPLES It IEALH SIDE STAGGERED AIR NAIL4TO i LD T(OK-SIT5 FLOW pR NOTE- IN ADDITION TO STAPLES EACH GUSSET OffSSlp TO BE GLUED TO JOIST E-\7ryrJ�/► P OA(�'S, INC.31)A REFERENCES- SECTION R8032.2 TABLE 503.2,1 (1) RESIDENTIAL CODE OF NEW YORK STATE 2' MIN. AIR SPACE REQUIRED FOR VENTILATION A4F ON m 6tR)[ A®uL1 m PA I7 BY WAY OF AN INSULATION RETAINER INSTALLED fnAl+n-�AAI wT-Atw EWA E30-98, APA ENGINEERED WOOD CONSTRUCTION GUIDE TABLE #24 BETWEEN RAFTERS (EVERY OTHER RAFTER) CAPE ROOF SYSTEM m YTD IdN� '116 b 9SL/D0.P 50 JAN 0 A22 'SPACE RESERVED FOR TIC ICV vow STATE STAMPx 6 APPROVAL' FOLDING ROOF SECTION (EACH SIDE) 2x6 TO UPPER RAFTER CONNECTION RIDGE BOARD TO RIDGE BOARD CONNECTION (2) DUO FAST 607 NAILS OR EQUAL 10d NAILS OR EQUAL AT 24' D.C. (ON-SITE)— __ 2x4 TO UPPER RAFTER CONNECTION OPT. DROP IN ROOF CAP . i 'c'__141 D1K1 FAST 607 NAILS OR EQUAL SEE DWG 8.1 DETAIL 'E' 2x6 TO LOVER RAFTER CONNECTION (2) DUO FAST 607 NAILS OR EQUAL --------- 1.3 (CONT) TD RAFTER CONNECTION (2) DUO FAST 607 NAILS OR EQUAL 2.4 TO 2.6 CONNECTION KNEEVALL TO RAFTER CONN (TOP L BOTTOM) 2-10d NAILS OR EQUAL l 1/2' x 10' 26 GA. STL STRAP W/ (3) 10d NAILS 12 AT 16. O.C. (ON-SITE) OR EQUAL EACH END (ON-SITE) 3 THRU 12 2x2 LEDGER TO 2.6 CONN DIHI FAST 607 AT 9. D.C. 6N2 1/2' DIA BOLT V/ WASHER 2*6 2.4 SPF STUD AT B'-0' O.C. (ON-SITE) KNEEWALL— SEE INDIVIDUAL RAFTER 1/2' DIA BOLT PLAN (CALCS MANUAL) 2x4 TOP L BOTTOM PLATE TO KNEEVALL GUSSET TO RAFTER CONIIECTION (6) 6d R-30 INSULATION CONNECTION (2) DUO FAST 607 NAILS OR EQUAL GALV NAILS EA. SIDE STAGGERED OPT. 16/32 STURD-I-FLOOR OR EQUAL (ON SITE) r ___- 2x6 (CONT) TO JOIST CONNECTION �L___ -_-_-_-_ --- ---J (3) DUO FAST 607 NAILS OR EQUAL 2X8 CEILING BEAM TO .JOIST CONNECTION 2x2 MICROLAM LEDGER TO JOIST CONNECTION GUSSET TO JOIST CONNECTION EA. SIDE 3-DUO FAST 607 NAILS OR EQUAL BUD FAST 607 NAILS OR EQUAL AT 6' O.C. (11) 1 1/2' x 16 GUAGE STAPLES DR EQUAL (STAGGERED) 8'-0' MIN. 15'-9' MAX. 8'-0' MIN. 15'-9' MAX. 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 i EVA E30-98, APA ENGINEERED WOOD CONSTRUCTION GUIDE TABLE B24 ; i as 7/16' OSB, EXPOSURE 61, SPAN RATING 24/16 i MAY BE USED ONLY WITH SUPPORTING ROOF I STRUCTURE ! 16' O.C. MULTIMEMBER MICROLAM RIDGE BOARD TO RIDGE BOARD CONNECTION —(2) INSIDE L (1) PERIMETER Wd NAILS OR EQUAL AT 24' O.C. (DN-SITE)-� FOR EXTERIOR CLEAR SPANS DBL RAFTER PERIMETER 2x6 SPF 42 UP TO 10'-0'—\ 150 FELT ❑pT, TRANSVERSE CLEAR SPAN KNEEWALL, 2.4 STUDS 12 f 16' O.L. — 13 THRU 12 2x4 SPF STUD AT DBL 2x6 CDN7. 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 DR EQUAL (ON SITE) 1/2' PLYWOOD GUSSET EACH SIDE lit H r' APA RATED SHEATHING 16/32 EXPJ L MIN. (3) MEMBER--/ 2x6 (CONT) TO JOIST CONNECTION MICR12LAM UNDER KNEEVALL R-30 INSULATION (11) DUO FAST 607 NAILS OR EQUAL GUSSET TO JOIST CONNECTION EA. SIDE QF NE (lU 1 1/2' x 16 GA. STPLS DR EQUAL STAGGR.D niXSO?T) 10JOIITCONNECT N S ap FANAILSI T LL r TRANSVERSE ROOF SYS. NOTES ND 677 , 1. ALL FRAMING TO BE 16' Q.C. PR�FESSIONP T ld 63 2. ATTIC AREA DESIGN FLOOR LIVE • • • • • • • • a • • • • • • • • • • LOAD IS 30 PSF (BEDROOMS ONLY) • __i---a---4---i.__.i___a___i___A__s___a___i__A___a___a___i__.a___a___i___i__ 3. ERECTION SEQUENCE OF ROOF SYSTEMI _______________________________________ l A. MODULAR ARE SET ACCORDING TO M 1 BEFORE ERECTION ON RFTR. SYSTEM P x .�("",(" 60'-0' MAX. ` STANDARD SET UP PROCEDURES 8'-0' MIN. 15'-9' MAX. , f/OA/d J C. { B. RAISE RAFTER L INSERT KNEEVALL v�Aw�x��•w x.. Iw•)+�a r rt� TRANSVERSE ROOF RAFTER SYSTEM - SIDEWALL DETAIL C. MAKE�ANDTRl➢GENECTIONS AT TRANSVERSE ROOF - ENDWALL _ ROOF SYSTEMS - IRC „ DRP a JAN 03 '_A 2 6 1 'SPACE RESERVED FM THE NEW YORK STATE STAMP (JF APP A_' ATTIC STORAGE SYSTEM NOTES HIP DETAIL F� HIP TBEAN SIZE BY117 OF CLPTCH�� 12 1. ALL FRAMING TO BE 16' O.C. H 3 THRU 12f 2. DESIGN FLOOR LIVE LOAD IS 20 PSF (STORAGE ONLY) FOR BEDROOM USE, SEE CAPE ROOF SYSTEM DWG 12 3. ERECTION SEQUENCE O' ROW IS AS F0.LOWS A. MODULES ARE SET ACCORDING TO THE STANDARD SET UP PROCEDURES BEFORE ERECTION OF RAFTER SYSTEM B. RAISE 2x6 RAFTERS AND INSERT KNEEVALLS 2x6 SPFM2 B'-0' MIN. 15'-9' MAX. 8'-0' MIN, 15'-9' MAX. C. MAKE CONNECTION AT GUSSET L KNEEWALLS NOTED AS ON-SITE H 16' DR 24' D.C. CONNECTIONS 16'-0' MIN. 31'-6' MAX. A HOLT UNITS TOGETHER AT MATING LINE E. ROTATE UPPER 2x6 RAFTERS FROM FOLDED POSITION UNTIL THEY CATHEDRAL ATTIC STORAGE RAFTER SYSTEM IN MEET F CAP(FOR SOW UNITS OSEE�DVGDBTS�AILTEE'ONFOR ON-ONSITE SPECIFICATIONS TO BE THE SAME AS FLAT ATTIC STORAGE RAFTER CONNECTIONS 4. SEE DWG 10 FOR EXTERIOR WALL HEADERS SIDE WALL GABLE END WALL MUST BE (4) 1 1/2' x 9 1/4' CALCULATED AS BEARING MICROLAM •� REFERENCES. SECTION RB03,22 TABLE 5032.1 (1) RESIDENTIAL CODE OF NEW YORK STATE (2) 2x10 SPFM2 (6) 16tl dt PERIMETERS (6) .131 x 3 1/1' NAILS EVA E30-98, APA ENGINEERED WOOD CONSTRUCTION GUIDE TABLE 424 (2) 16d OR i1.R (2) .131 x 3 1/2' NAILS (CENTER GIRDER STRAP TO BEAM MEMBER CDNNECT. (TO') (7) DUO FAST OBCL NAILS OR E4TR DBL 2x8 OR 2x10 SIDE END 1 I/2' x 26 Cx\, STEEL S2-2x10 RIDGE BEAN WIND COLUMN CONN. TO FLOOR (1) PER BEAM MEMBE STRAP TO STUD CONNECTION (7> OL10 FAST OHCL NAILS OR EQ. ( (2) 2x30 RIDGE BEAM FURL STUDS IN ENDVALL UNDER(3) 16d OR (3) 16d OR .131 x 3 1/2' NAILS .131 x31/2' NAILS (4) 1 1/2' x 9 1/4' 2x4 BLK. PERIMETERJol.1 ) X2 VAULTED CEILING SYSTEM N❑TE M/2' x M (4) 16d OR (4) .131 x 3 1/2' NAILS (4) 16d OR WIND CULUMN CONN. AT RIDGE 2x2 4) .134 x 3 1/2' NAILS 1. ALL FRAMING AT 16 O.C. (2) 1 1/2' x 9 1/4' EACH WAY SEDT 2. ERECTION SERE SE � ROOF IS AS FOLLOWS MICROLAM PER HALF A MODULES ARE TET ACCORDING TO STD. SET UP PROCEDURES BEFORE ELEV ERECTION OF RAFTER SYSTEM H. RAISE 2%10 RAFTERS L INSERT BEAM SUPPORT WALLS HORIZONTAL GIRDER TO WIND COLUMN CONN C. MAKE ON-SITE CONN AT GUSSETS L BEAM SUPPORT WALLS A ROTATE UPPER 2%6 RAFTER FROM FLR POSITION UNTIL THEY MEET AT PEAK MAKE DN-SITE CONNECTIONS (OPT. DRO' IN ROOF CAP ) E. ADD GABLE END WIND COLUMN (SEE DETAIL)VAULTED RAFTER WIND COLUMN DETAILS (4) 1 1/2' x 9 1/4M.L. RIDGE BOARD TO RIDGE BOARD CONNECTION BEAM TO UPPER RAFTER CONNECTION WIND COLUMN ]Od NAILS OR EQUAL AT 24' O.C. (ON-SITE) (4) DUO FAST 607 NAILS OR EQUAL 2xH TO UPPER RAFTER CONNECTION 2x2 BLOCK TO BEAM CONNECTION (2> DUO FAST 607 NAILS OR EQUAL (2) DUO FAST 607 NAILS OR EQUAL 11/2'x26 GA. STL. STRAP TO RAFTER CONN FOLDING ROOF SECTION (4) DUO FAST 607 NAILS OR EQUAL EA. END (EACH SIDE) LOVER RAFTER TO BEAM CONNECTION (5) DUO FAIT 607 NAILS DR EQUAL -------- _ __________ _ __________ x• 7/16' OSB, EXPOSURE 41, SPAN RATING 24/16 12MAY BE USED ONLY WITH SUPPORTING ROOF ______ ______ _ __ ____ ____________ STRUCTURE 2 16' D.C. 3 THRU 12�- 2354 ASPHAULT OR FIBERGLASS OF NE HM MBR TO BM MB <1/ SHINGLES OVER 154 FELT R ]' AIR SPACE 4 MEMBER HEaM SHOS. CONN. DUO FAST 607 GUSSET TO RAFTER CONNECTION y� qN OPT. 5 L 6 MEMBER BEAM OR EQUAL AT 6' O.C. (6) 6tl GAL V. NAILS OR EQUAL 2x2 LEDGER TO BEAM CONN EA SIDE. STAGGERED (ON-SITE) OVERHANG SEE DWG B.l OPTIONAL COLLAR TIE DUO FAST 607 NAILS OR EQUAL AT 9' D.C. 1/2' DIA HOLT E D P TY. DETAIL 'J' o: 2x8 SPF4( AT 16. O.C. (R-19) GUSSET TO JOIST A. ST EA. S R-30 INSULATION 2.10 SPFM2 AT 24' O.C. <R-19) (BUILD UP WITH FIRRING STRIPS) (11) 1 EQUAL TA STAPLES ? R-3D INSULATION (BUILD UP V/ FURRING STRIPS) 2.12 SPF42 AT 21' O.C. (R-38> (BUILD LIP V/ FIRR]NG STRIPS) OR EQUAL STAGGERED V R-38 INSULATION (BUILD UP V/ FURRING STRIPS) 2.8 (CONT) TO JOIST CONNECTION Q. 67 r' (3) DUO FAST 607 NAILS DR EQUAL `�� A --- -- R�FESSIONP Z¢ OJ W-0' MIN 15-9' MAX B'-0' MIN. 15'-9' MAX. t lop 16'-0' MIN 31'-6' MAX, p�'X I�R7VBS, JNC. 1 1/2' PLYWOOD GUSSET EACH SIDE us pR m sRRR, parme mo, ri Iaw APA RATED SHEATHING 16/32 E%P.1 (e»}An-faH/�E M-R+" VAULTED CEILING RAFTER SYSTEM 2x6 (CONT) TO JOIST CONN ROOF SYSTEMA - iRC (3) DUO FAST 607 NAILS OR EQUAL m DRP B JAN 03 �, pA27 !1®LLFS 9K2 1113 Ip TNR NEW rAt VATC UAV W NH'BDVK' zn REFERENCES SECTION RW322 TARE 503.L1 ul xLS1MWM nIDL OF NEW YORK STATE [ ! EWA E] 96, APA ENGINEERED WOOD CDMSTRLCTIDN WDC TABLE 424 MODULES r 7/161 DSD, EXPOSIE 11, SPAN RATING 24/16 DROP w H MY BE USED ONLY WITH SUPPONTDG ROE ■mQ STRUCTURE B 16. OE. I I SEE INDIVOIML FLfORPLANS FOR ACTUAL Gil. H REFSR TD CALzS MAHML FOR RAFTER SIZE AND SPACING 1 0 7/16' OSI, EXPOSUTE 11, SPAN RATING 21/16 MAY BE USED ONLY WITH SUPPORTING RDO 1 STRUCTRE B )6. O.C. ; .ROmI]SS i I 1 SCE RToCC RIDHRPLANS FOR IERACIUAL 6AND / I 1 SEE INDIVIDUAL TCKCS NIAIAIAI FOR RAFTER SIZE L. SPACING // 123U IZ 1 OVERASP. SSKNEELTTIEi 1 KvKt 1 HIR u. FELT ! ! r All WACE it ND! 20 R ST 1/2' BaT ! KNEE WALL I V/ WK OI 1 I. AIR SPACE S� i BOM SSSS H TIP. VENTILATIONI A• Lr BOLT 1 FPi W W" AT U.O N'RG CDII. 216 V/ WASHERS ON 1 1 ROTN SIBS 1 FISSIONS L -- VY 6YT lA ONL1bV46 t/C 617 m BR tx4 m RArz 2X0 SPF#2 AT 26' R 24' OJw CW(.2" 216 214 m RATE vim•t1r�r w V 1/2' GYP BD VYP r GB1 04 SIUBR R W LAG O µ�p� AIR FLOW, M STUDS 1 M' R 24. OL PERF. mlokj 2X4 m RATE mFr1I 2.4 STUDS mL 2x4 TIP PLATE 27 VIDE 5/12 RAFTER 2x4 STUBS ■ LL' O.C. R O' OG 2X6 STUDS B 16' R 24, OG 147FLE TO BE PROVIDC➢ OVER Im"TION FOR 24 WIDE 5/12 RAFTER ROOF VENTILATION DROP-IN RIDGE SECT SEE INDIVIDUAL FI101PlN6 FOR ACR GSl REM TO CALLS MAHAAL FOR RAFTER SIZE AND VACD I DRIP-IN RIDGE SECTI 2354 ASP. SHINGLES i OVER 154 FELT PAPERI AA 7/16. OSS, DXPDSURE WITH SPAN RATING 24/16 SEE PAGE 1A26 FOR INFORMATION 2.6 2x1 IMV S USED OKY vRX SIPPRTING AOR R DROP-]N RIDGE SECTIONS v 7/161 DSI. D ONLY N.N SPAN RTING 24/16 2x2 STRUCIRC ! 16' OL SAY T RC a OLY VITN SUPPORTING ROT iSTRUCTURE B IL' DG R I SR DE VESN FLORPL NS FOR MNK GS.1_ 2x6 2.4 2x4 SPF STUD REFER TO EKES MW NL FOR RAFTER SONE Nm SPAEIN6 2x2 I 1' NR SPACE PROVIDED KNEEVALL (2' REO'D. FOR IMSS> 2351 ASP. SHINGLES I 1/2' BOLT W/VASHER] OVER 151 FELT PAPERS 2x1 . SEE ALCS.R 2x4 SPF STUD ON H07H SIDES BEAR. SEE OVAL KNEEVALL i 1/Y PLYWOOD BAFFLE INSTALLED FOR ADDITIONAL 1' AIR SPACE PROVIDED GUSSET PLATE OVER INSULATION SONES AND SPECIES V IR SA CEFORMASS) CENTER BEAN i FOR ROW VENTILATION 13'-9' VIDE, 2x9 SPFAZ IS'-9' WIDE, 2x12 SPF12 2x6 FASCIA 2x9 SYP 12 1 16' OR 24' O.C. 1/2' BOLT V/WASHERS SEE CALCS. MANLAL FOR I BOARD ON BOTH SIDES ADDITIONAL S12ES AND D. T[P PLATE DBL 2x4 BAFFLE INSTALLED LUMBER SPECIES I TOP PLATE r le t/Y PLYWOOD OVER INSULATION VENTED 2x4 R 2x6 GUSSET PLATE FOR ROOF VENTILATION SOFFIT EXT. WALL STUDS 1/2' GYP. BRA TYP. FOR WALLS 2x6 FASCIA 2.R SYP 12 B 16' R 24' D.C. FOR UNITS UP TO 13'-9' WIDE AND CEILINGS BOARD 10' ll'-37 DBL. TOP PLATE FOR UNITS OVER 13'-9' WIDE DHL 2x4 CEILING JOISTS TO BE TOP PLATE VENTED) 2x4 OR 2x6 2x1D SPFR2 E 16. 0.C. I/Y GYP BRA TYP 5/12 RAFTER LAyERIT FOR UNITS E' TO 11'-10' WIDE SOFFIT EXT. WALL STUDS 1 1/2'x9 1/4' LVL. 1 24' D.C. TTP., FOR WALLS AND CEILINGS 10' 13'-9' UP TO 15'-9' OF Eiy S. KU TYp R AYOUT FOR UNITS UVFR St'-10' AND Up TD 15'-9' IN WIDTH RF-F--�— WINGED GABLE DETAIL � O H 1 1 ARrn w W �+NY" SKYLIGHT FRAMING DETAILS NOTES, TA4 SK STID L SKYLIGHTS TO S LLNB MONIED TO HAVE O t� F-�--- p4fASI WT S O. 6G ST L APPROVED IMPACT SIDE OF HINGE ROOF P'rOFESSIO vj OJ SI TO BE FACTRY INSTALLED ]. SKYLIGHTS W FOLDING SIDE 6 HINGED ROOF WILL rP. BP BE FRAMED Off IN FAC70RY AND SHIPPED LOOSE FOR FIELD OR RAFTER EAC 4. TRUSS MUST I BET SPACED PER APPROVED TRUSS DVGS ® P SS 14f WEACH DORS N IfW (6711 LAP-3.x23 RIS I.TT-AGN ROOF SYSTEMS — IRC A. REFERENCE& SECTWN RBD]22 TAKE 502.1 U) RESIDENTIAL CODE OF NEW YORK STATE EWA E] N, APA ENGINEERED VMD CONSTRUCTION GUIDE TABLE 124 B)' DA RM F5 M) RSL/DRP 1B JAN 03 A28 'YAC[AFS°IVp M1rl M 1[V TYR SEAT[iTM/V IXMVK• u'-A yr 11'-10' WIDE 5/12 CATHEDRAL TRUSS sr-r vmE fI5'ti Vz'I r n•-r vmE ari Irrs = w ACTe s Wr rm YEfi AAm mAns 13'-9' WIDE L 15'-9' WIDE CATHEDRAL 5/12 TRUSS SEE M ACTT D ru a[Cf Aw aTAa AOIa[f AAO RT AT ran Enc 0lQTD 11ETK STRAP NOTE. 4 Au s,a as1-uTo SEE CALCS. MANUAL FOR ADDITIONAL INFORMATION yr xrvD Clxzrr COVERING 16'-D' WIDE ROOF SYSTEMS u�am so'rn of rAscu ixl carr. i ALLI CA•OI SA an. � � aerur cau.a AT ra• nc I Y—uM�aD wu ucT�u[D n mrof 5/12 HINGED PORCH 1105 � 6 114%[D(Tt.DED Val 1llAS C'IIt MID IAICAtD latIITE1 IY-Y VmE Sli'-0 Vnh /IY-Y VIDE fDY Vt7 13'-9' WIDE L 15'-9' WIDE 5/12 TRUSS SCC AAM MWfAours z-AEFfAir ru .Ycrs Ala xrAas "7 nA WAR AT 11' a EI. 0L SaTIT 1Y11CAIK zu rwuv aA twat u Au Dll R 9 AArrcA VI. wlID Of NEW yo S. KVl� 96 T _ A uv yr J = o aDmEEs 24 WIDE 5/12 TRUSS NO 6710\ m ,um aTAai ROfESS10�P 0) rLYVmD ALQ ALIa RASW1! °IEID 71Di TALLtD1 lL/'YIl Y Pny /Y.H1CfM ffo vxs,, fNC- VALLEY FLASHING DETAIL REFER TO APEX HOMES QUALITY ASSURANCE MANUAL Ir-A Vs• An or m a5r1: Avoauamo, PA ,rAu FOR INDIVIDUAL STATE SEALED DRAWINGS FOR EACH WfCPFFATF RAf101t AT EAar PRE-ENGINEERED MANUFACTURED TRUSS USED AT PPFv HOMES 27 WIDE 5/12 TRUSS ROOF SYSTEMS - IRC !]1124 Q fMVi r! fQ IMM/ACTMCS DVD[ m Ml° AM Dvf b ru YEa Aro tcrAds BSL/DRP 10 JAN 03 ,428, -------------- J = { ==== � u u 04 i i ■■ ■■ ■■ ■■ i i R//m PROJECTING SECTIONS DETAIL IRC '.TAR KSOIrSD FTA YK AEV YVK STATE STNS' OF APPROVK' R-90 0-30 OFT) I AI V/ VN 2x6 fKK RIfQ KAM 9ARICR TOW NO DOOFIIOED SPAR t9EE wG lb ADa STATE KTADR ws MY K (OW&M IT BtT¢D[R) SR$ALC MAMJPU 2xl SK42 lAKT[RS AT LL' Q •� i LSF92 RIDGE BCAM M SffU RNTOtS B li' R GR 24' Itt 12 2x9 GR 2N4 XIS VA 9 w rc 1/e• GYP A MAsS c AIR FLOV 1/r 611 IOARD OLKS c unousA FDasN °Rp1ID1 fDQ°' r MITI AT u• a 24' of aG .EDITS AT u' R OR CMTT ABDVE M GRADE SKcwM rrQ B MART AFTA 13UOE . sKc¢v m s1uTlalc En AEATO&A w Dn amamw T/If• op amamwr m yr nTvn Tl-O yr nm GR R 1p Vr l-11A%GR m /2'R-IM)I L4' STYR6➢VI 9/4'1 =IYRROAI ON RAM Ef SK STUD B 16' R GR 21• R ON T M Ot 294 SPK STIR)! N'W DR 24' fS: AEAT1mO REDS 201 ROi/VUm 11V.M, M [KG iKA00O KD.D POI R A OO LMDS, WE ru r 1cQ'D I4ALL1ru 86 SK STM■ 4•Q cot 24.M KOA PER 20lMlm LMDS, fR CHL F1Jt MSTI B 16' US IUTA6AlI 2A SK 92 FOR 24 VIDE I®OLS 240 SPF .2 FIA 2J VIDE' 1®RS 19/3Y ADA MTCD fT111P1�Lmt Da BMID ..mSTf a- Oc APA DAZED fl1.AD-IK1IDBt Mi S01 w 0' rr"Mn v/ u'R ixD-1 SVK K TO MTN LL• ¢ mw-1 mICE= V.GGC/ 4' Imo = OF rER MSTS A-19, "4 OR R-90 D4AAATIDI v/ VAPOR BAiRmI TTMARD cIDIDrt� SPAM yr BOLTS v/ VAiNERs AT SIR DTSTALLLDI Vr GTP 2DADD 2.6 SK .2 a zAz SPK Bz Vr 6.P BGARD Q auo aK K LASS C D(i[RDA CERIN6 =STS 9Nm MST$ V/ VL)SE3 IlAIf C DTTERmt ST -mSTS V/ fr1JRS f11DS11 AT 16' R SIAGOERED AT 4' IDa (110ST1 STAFLOI(D AT 4' Np P19 D TDA V/ VAPOR IA XR 2-19 D61EATuvi V/ VAPW loARm1 TwA KLmrt SPACE TOWARD fDmrt100 SPA¢ ExT 4 VD of LIDIIL in DIYI (AXsm VpYL STD STD O) rt-UM TI-U 2x4 OI 4A4 SK SIM9 16• a Q 24• [L T# GR 2%1 SK STUD ! LL' R GR 24' R O[ MIT M RDII iR6IIS W TICM FLR MSPS 9 46'R M 3A10 M"S 2N SK 62 FOR 24 Da SAIID .DIT$ M P[RI)E'IOt WfLLATID1 IMSrtE 9T 111LLDEA VIOL R®ELS, 2x10 19/3Y APA "M STURD-I-RIDR ISK a TO Iola r 3SMll WA s AK D6 m 19/3r MA RAM STUB?l- SK B2 TO IMTCN 2YB 1K.AT[D Sal. SOLE OT FIR MST3 TPF 12 FOR 2) VIDE 16. 2 CSP-1 KATE LtII 6 M .IDSTS d u' R ip-1 OPTIOML 2X9 TKATED S V/SPURS STAGGI )CDELI 1NSIEATIOR by MWMTI If 9SWTGRVAIS AK Da IMB .FUST= PLATE 4'b'Im0 AILTOI BOLTS VYAIT' IDI WSLLATED GR CMVI SPAR FOAmATIDI SIE OF M SK TO JOITS 1!' EIOOm IN KSAAIIMTDA V/$PURI ITAriF[DED AAEIOR BOLTS VYa1T' SIr SOUS V/VANDK VA AT r DL !D• ootKu IR FOAM7 AT 4r ¢ ISM D67A ARAQI nTS v2.91r/Ir Gomm VAU AT rDF f R-19 M TNN MlALID 4' SOLID V f R-19 DaIrLAT101 INfTN1ED 4' SOD CAP M O KOOIDAT01 VALLA r O SME T. IT IWAF. Da BAIID MTS OIFSTiC/VT, BY IMNI. 2 COOLIE cu W f f rM OF RDA"MST= ID mAa Mu ; B : m OF Nfk SOLID B V/SnlaS STAO[RCD yr cOt P yr NtOIG BASETRCRT BASEF[NT 1/2' mt rARmlf t me rAms� f N MNTITM v,Aus 4'�'101D cDVu v/ BIlWM113 KnAmATlas vKLs FOBmAT101 vA.0 C¢vOt v/ BfTUmpA V/ 9rtLw)urs aws1TE BY YII ) ID, a�v/ mA1DL a3.slrz Br BUDJY9J mtisrtE aT 114LDW OIATIIIG y V0 orANsmR .mrts nrn 4' SEIM cu o ■ 4• cu4c A.AB v/ a96flD 49 0 4' [DG S1JJ v/ 6X6X1D U'COAL u Y1K KSN � VIK IEIH J • 1Q� U O • A Oa 1 V • •BARRIER LL'; •r BMR¢R T r V W� 4•(RAva BED ur •tDuvn IED ~ -OA ryo. 677�� `c. MAD TDE DRAIN TOEN TDr M W mM11lII1I N W mRDAIl6 MII �T�+S 1L/DR(Y CROSS SECTINN A-A ~ BAR CROSS SECTION B-B ar /s+rx29srr SR Dv6 Ti FOR ADD1TIOAL cant$ SECTV)W vm[s SEE nvG NB FOR ADDIMAL sans sccrnA WMS fl0 xs lfjL. N9 W m Bnr, m OWD n s2BAf (n!)Bn-DAn 262 2SK-IEn PROJECTING SECTIONS DETAIL - IRC T. BSLDRP MT 16 JAN 031AS)fi M w A3 D vAcr RESERVED FOR M NEW wRX STATE "AMP OF APPRENAL- ° ° �J o -------------- T - - J o ------�__ TWcmfNImP,i,Asl ,MSmrlo n s :. ___------------- ____ ____ `\ 1 i .+J ------------------- NV Il Vpl Al 1 o ,➢,,, -- -- BEDROOM Exrnam P 1 m"w ANA m TN 'ti m-0m�oei A i r �n mm *'r_ 1 ® - eo om AW Ilnr"O• i i aa III Onl:•B � III r vert null^ 1 1 MMMM I OD D 11 I ,lQl l I � I I I 11 A®•m p� j 11 11 ® I VALk-N `f 1 I i!5 I 1 LLDSCT 1 1 HALLi i t © �' ' L I l i xAu 'I•mT'vMR vrw rr . L J 11 BEDROOM s C O I I I A N nw• c 410 lY� ___--_____..____ -- --__ 1 _____________ — Tc rm mn R x ___P mTnNAI lP ___ ,..�nmrm rw.•dile l4 l BEDRtrRM 'P i i s'�`aO'1"`Swn� 1 sTTrR11 ROCK p - � D" \ I mor nmT II ,�L104f m"KAx 11 W O O f Ir-0. ,� �_r0 MULTIPLE PROJECTION ELECT. B•-R-HIM i Wr MAX I MULTIPLE ROOM PROJECTION ELECT 4 L HEATING PLAN MULTIPLE ROOM PROJECTION FLR PLAN HEATING PLAN MULTIPLE ROOM PROJECTION FLR PLAN ( 2ND STORY OF 2-STORY) ( 1ST STORY OF 2-STORY OR SINGLE STORY) ( IST STORY OF 2-STORY OR SINGLE STORY) ( 2ND STORY OF 2-STORY) MULTIPLE PROJECTION FLR PLAN NOTES AS PROJECTION SIZE INCREASES, ROOM SIZE WILL INCREASE PROPORTIONATELY, BUT N ADDITIONAL ROOMS OR SPACES WILL BE ADDED OPENING IN PERIMETER WALL ADJACENT TO MAIN HOUSE 8 8 SHEATH PERIMETER WALL Or UNIT FULL LENGTHINCLUDIMOPLY DR _ REMOVE NSHEATHING. STUDS AFTER OPENINGS V/ I/11' RMODUEE PLACEMENT AS PROJECTION SIZE INCREASES, ROOM SIZE WILL INCREASE PROPORTIONATELY, JJ BUT N ADDITIONAL ROOMS OR SPACES WILL BE ADDED ------- ------------------- -J� -------- ® -1J LIVING, EAT IN KIT. RECREATION. SLEEPING RODE SHALL HAVE NATURAL LIGHT PROVIDED TNR[AIGH AN EXTERIOR GLAZING AREA n NOT LESS THAN BX Or THE 3!t B OOPPE0NNIN TO THE OUTSIDEEAIR, NOT LES TTILATION OF HAN OCCUPIED% F THE FLOOR ARE& THROUGH � ( ® ! AP to Pot, l zsmW ii ii ii i �" Pot,11 11 it w • V �• 8' > '� 0 II II II op �a" 11 II II I r�• l P• _ at re Iml-Ir-r NO It ii ii �I, �1 . .);Bii It ROOM PROJECTION FLR PLAN ROOM PROJECTION ELECT. L HEATING `9+y (IST 6 2ND STORY) (IST 6 2ND STORY) th-n� i It •• It �+. C'C p q 11 Itt)GI v /l Wd. ( NO A' , NC.DB m rYlr. 11Ac[ 020 AM ,SNA D D B1R1 Blf-Yw BAr us-ww n.,o••M.A�" PROJECTING SECTIONS DETAIL — IRC PROJECTING S IOM WALL OPENING DETAIL Im BSL/DRP lB JAN D3 AE" Rw A 3 1 ' A" PCSONCD FOR M MEW TOM STATE STAMP OF APPROVAL' I % Q S I p 13 WINDOW R6 WIDTH 38 3/8' I MNL HDR. REO D. 2-2x6 SPFM iZ SCE FLOORPLAN D)L 2x10 SPF12 DRL 2.10 SPF62 S FOR OPTIONAL WINDOW LAYOUTS i SEE CALCUATIOIS -- --- --- --- --- l _______ __ FOR HDR REVS, I I I I n 0• I It I 1 1 v I ? I 2'-0' S'-3 1/4' I 2'-0' i i 1 m = Id V I v Itl I M JDIST I=_ e m 9 HAICLRS (TTP> 1 9 m 2x10 SPFN! Itl 1 S v lu SOLID I w < FLR JST, f 16' DC I-i 1 J kI IF n G A 1 I 1 1 I I N 1 D NDATIOI WNL. 1 I I P 1 1 1 I dt I d SECTION 'AA' I o e ! 1 o I n DSL 2xD SPF12 1 !p c 1 '�r 17 I ` SS pa I I 1 ^ 2x10 SPF12 FLR JSTS. 2 16' W. 1 I B B A A i i 2x10 SPF62 1 SRO FLA UST. a Ic• Dc IF I k \ 1 kRxmo m m IY JST. I N �O Ij N MSTTI (-H"S.I o HANGERS mP7 ! A IA I A e 6'-5 3/4' 1 3'-0' 'o 13 WINDOW L WH WIDTH ]B . i FOUNDATION WALL—+- 2-2 MIN. MDR. R38 x6 SFL P�f ALµ I / SEE I FDI OPTIO A I ` SEL LAYOUTS fDNDATIbN VN1 DRL 2x10 SPF1 I `e �I FLSN HDR REO'D. ' in 7fi m 6'-5 3/4' 3'-0• DDL. 2x 0 SPF12 DRL zxD sPr.2 OF NEW y L3'-O' 6'-5 3/4• 3'_D. ��\�N S. kU j/Oyu DETAIL SHOWING BAY AND DETAIL SHOWING BAY AND FIREPLACE AREA SUPPORTED FIREPLACE AREA CANTILEVERING )f174143 BY FOUNDATION BELOW OUT OVER FOUNDATION BELOW EXACT LOCATION VARY PER DRAWINGS SHOWN FOR FRAMING ONLY. ® Jwirnv FLOOR PLAN DIMENSIONS SHOWN WILL VARY DEPENDING SEE CALCULATION FOR CANTILEVERSPu ON UNIT WIDTHS AND BAY LAYOUTS, AS WELL XoJvls' INS: AS LUMBER GRADE AND SPECIES. "7 OS RR'aux, KO)PUBOAr. PA 17 SEE FLOOR PLAN MASTER PAGES FOR MIN. (6Po) 837-SRL PAK M"- 6 MAX. MODULE WIDTHS TYPICAL FRnMIriG DETAILS — IRC SECTION 'BB' BSL/DRP Dry 18 JAN D urn 1" A331 ND nA33 SPACE RESERVE➢ FOR THE KV YORK STATE STAMP OF APPROVAL' n• cnrt. I FW IIAR.S LL•OC G tQ[ O�LLIO Y 11 If w ILA mn. J`I Y u ne IAnm � mn, y/ u I17 m YY KRO vRLrt v navAu ALIR YP•R EXT. WALL CATHEDRAL TRUSS DETAIL 'A' n M n m LL.to YAKn Ga I qL Ga TL Q a o.alE I• RRL m SPAM a n m NK n _.O Y Y Y T O Y AV 17 ) Y ^a" DETAIL 'F' LL' L R.I.. 1] Y A Y r EXT. WALL—STD. TRUSS DETAIL 'E' DETAIL 'B' STD. L CATH. ROOF BRG. & MATING LINE DETAILS 1. w BI-LEVEL OR SPLIT ❑VERHANG le .R DETAIL 'I' (STUD WALL) 1. Y Y u 9 NOTE. SEE SHEET 36.7 FOR EXPLANATIONS ON NOTES t Y u n w Y Y W L.vLILY]v MST LLV® • Y U4 mole vALLt S3 n �l van u ' Mlw so'nr PIML TYP. ONE STORY FLR GIRDER BRG. "-41R DETAIL 'G' OF Nf{V o TYP. BASEMENT WALL R �N S. KU Y9 DETAIL 'C' r a � W V No. 671 p ON 4 52 I ��X HpAI[9lW' fl"" 0,Yrh S, N-C. BI-LEVEL OR SPLIT OVERHANG 11O1�FiJd '�011p'O (.1/f Iff-YJJ lII Yf-YN CRAWL SPACE FOUNDATION WALL CRAWL SPACE FOUNDATION PIER DETAIL 'I' (MASEINARY WALL) _ TYPICAL SECTIONS & DETAILS - IRC DETAIL 'D' DETAIL 'H' 1" A341 c BSL/DRP ,B ,AM 03 A 3 4 SPILT XSERVU FM TFL NO-1 5 A:PRGria' n eo Al NOTES Al n ST004 nr,u WEER FEASI■A6 SEE SHEET 36.1 FOR EXPLANATIONS ON NOTES Fnalra vAme u nAumn i orstTE cicAxs GA.F v ■° ImXi P 71 17 19 b STM SPAM ■-IGCGIRS D Gd T11TC c u It AT RA' MG sus F IA a u r AL i u o� asrolr m 'A r�ummA naov vtnl 1si*iw# FAsc>w y u snAPs v[Artm 4 IT wl � m IICatD11 r Iml AGIw■4 urarE x suRm u• 1 N' fIT X rw 1 AT Ii' ff m STro NARz WET GACaTV FoaTUTc sam nA1mc FSPAM - r m u STANDARD OVERHANG DETAIL ■C AR'J y V 'b 19 b ■ n u CHIMNEY PENETRATION DETAIL 1Y a N)fL oaTALL mm al➢LXDt rx nrva Tums ual STX Y FFSTTA[a V 1 vr11A f St,vtEs u [ACM anc STAriGETCD u u ■ BI-LEVEL ENTRY WALL DETAIL 'L' nml T by v[Atnl u Ir a1tb. a9 n aaA snwc+S u u n STT BY suRm u f Mw 14 Tsrsm By suRGE9 SECOND FLOOR MATING LINE Ot1TAR v u Ic 17 pf NEW l SPLIT LEVEL OFFSET S� jN S. �94� yT DETAIL 'N' lip TYP, GABEL END OVERHANG ua .mrr DETAIL 'M' clv 2 T � GR M. AL =STE No. 87'10 GfA N,a■ pgOFESSIONP� C t 1 m1Tf wry XR/lL7YQA' AFYI!d ¢ BI-LEVEL ENTRY WALL " ""`n AxF➢V TYPICAL SECOND FLOOR .. HMES,INC. DETAIL 'K' vurtT■ ssrm TYPICAL FLOOR hl..n Jr. TYPICAL SECTIONS & DETAILS - IRC TYP. VENTILATION DFTAII an awn sv, wG RSL/DRP IR ,AN 03 1 A35 'SP/i[ IS1a1VU Fdl M NN YM STATE SHAW K N AL' NOTE, FOR ADDITIONAL FASTENING REQUIREMENTS REFER TO FOR UPPER RAFTER 70 RIDGE CONNECTION AND UPPER RAFTER SECTIONS 28 AND 29 OF APEX CALCULATIONS MANUAL TO INTERMEDIATE BEAM CONNECTION AND LOVER RAFTER TD INTERMEDIATE BEAM CONNECTION ROOF PITCH RAFTER SPACING NAIL SIZE L AMOUNT 5/12 ! 16' O.C. (4) 16d SINKERS PER RAFTER SPACE 5/12 ! 24' O.C. (5) 16d SINKERS PER RAFTER SPACE 7/12 ! 16' D.C. (45 16d SINKERS PER RAFTER SPACE 7/12 ! 24' D.C. (5> 16d SINKERS PER RAFTER SPACE 9/12 ! 16' D.C. (4> 16d SINKERS PER RAFTER SPACE 9/12 ! 24' D.C. (6) 16d SINKERS PER RAFTER SPACE 12/12 ! 16' D.L. (4) 1601 SINKERS PER RAFTER SPACE 12/12 D.C. (5) 16d SINKERS PER RAFTER SPACE FOR INTERMEDIATE BEAM CONNECTION FROM 2x6 TO 2x4 AND 2x6 TO 2x2 FUR GUSSET TO RAFTER HINGE BOLT ROOF PITCH RAFTER SPACING NAIL. SIZE L AMOUNT ROOF PITCH RAFTER SPACING BOLT SIZE 5/12 ! 16' D.C. (3> 1601 SINKERS PER RAFTER SPACE 5,7,9,12/12 ! 16' L 24' O.C. 1/2' DIA. BOLT V/7D END DISTANCE (3.5') 5/12 ! 24. O.C. (0 1601 SINKERS PER RAFTER SPACE PLYWOOD GUSSET PLATES TO BE 1/2' EXPOSURE (TYPICAL) 7/12 ! 16. O.C. (3) 1601 SINKERS PER RAFTER SPACE 1/2' DIA. BOLT TO HAVE A MIN. Fyh OF 45,ODD PSI 7/12 ! 24. O.C. (4> 1601 SINKERS PER RAFTER SPACE 9/12 ! 16. O.C. (3) 16d SINKERS PER RAFTER SPACE 9/12 ! 24' O.C. (5) 16d SINKERS PER RAFTER SPACE 12/12 ! 16' O.C. (3> 16d SINKERS PER RAFTER SPACE 12/12 ! 24' O.C. (4) 16d SINKERS PER RAFTER SPACE iFOR STUD TO TOP AND BTM. PLATE CONNECTION V/STUDS ! 16. O.C. AND 9'-0' WALL HEIGHT I WIND ZONE ! OF 1001 NAILS THROUGH OR ! OF IDd NAILS TOED (1) TOP PLATE TO STUD FRIM( STUD TO TOP AND THROUGH BTM. PLATE PLATE AND FROM STUD GUSSET PLATE TO RAFTER CONNECTION (ON-SITE) TO STUD. TO BTM. PLATE ALL ROOF PITCHES - (6) 601 GALV. NAILS EACH SIDE - STAGGERED. IS PSG 2 2 24 PSF 2 3 32 PSF 2 3 --OTHER LOADING MAY REQUIRE ADDITIONAL FASTENING •••MINIMUM PENETRATION INTO STUDS- 1 1/2' GUSSET PLATE TO CEILING JOIST CONNECTION (EACH SIDE) FOR STUD TO TOP AND BTM. PLATE CONNECTION V/STUDS ROOF PITCH RAFTER SPACING NAIL SIZE L AMOUNT ! 16' D.C. AND 8'-0' WALL HEIGHT 5/12 ! 16' O.C. (11) Bd NAILS PER SIDE OF CLG JST WIND ZONE ! DF IDd NAILS THROUGH OR N OF 1001 NAILS TOED (1) TOP PLATE TO STUD FROM STUD TO TOP 5/12 ! 24' O.C. (16) Bd NAILS PER SIDE OF CLG JST AND THROUGH BTM. PLATE PLATE AND FROM STUD pF NEW TO STUD. TO BTM. PLATE 7/12 ! 16' O.C. (8) Bd NAILS PER SIDE OF CLG JST 2 7/12 ! 24. O.C. (12) 8d NAILS PER SIDE OF CLG JST 18 PSF 1 24 PSF 2 2 9/12 ! 16' O.C. (B> Bd NAILS PER SIDE OF CLG JST 32 PSF 2 3 9/12 ! 24' O.C. (12) Bd NAILS PER SIDE OF CLG JST n W OTHER LOADING MAY REQUIRE ADDITIONAL FASTENING 12/12 ! 16' D.C. (6) ed NAILS PER SIDE OF CLG JST •• Y" Z 12/12 ! 24' O.C. (9) Sd NAILS PER SIDE OF CLG JST •'• MINIMUM PENETRATION INTO STUDS. 1 1/2' FQ (yo. 6710 P�� J /zPJ4 HavesC. 1dW!!O!C JA IV 4 — — TYP. 16' WIDE UNIT FASTENING - IRC n. DRP MT18 JAN 03 � w w A 3 6 DETAIL REFERENCE NOTES >aa ranrvn ru M xev ru[R•T[Rwr w arraovi•r *7twnuuk. 1. ALUMINUM RIDGE VENT COR GABLE END VENTS) 20. 235# ASPHAULT OF FIBERGLASS (CLASS C) SHINGLES 2. R-19 INSOLATION V/ VAPOR BARRIER TOWARDS OVER 015 FELT CONDITIONED SPACE, INSTALLED ON-SITE/ OPT. 21. Mi 7/16' OSB, EXPOSURE 01, SPAN RATING 24/16 BY MANUF. (SEE DWG 10, ADDT'L STATE MAY BE USE➢ ONLY WITH SUPPORTING ROOF REQUIREMENTS SEE CALCULATIONS MANUAL STRUCTURE # 16' 0.C. 3. SAME AS NOTE 02 V/ UNHEATED BSHNT ONLY 22. APPROVED METAL JOIST HANGERS OR LEDGER 4. 3 IP' DIA. PIPE COLUMNS (ON-SITE) SEE 23. DOUBLE BAND JOIST SPF#2 TO MATCH SIZE OF FOUNDATION DETAILS LEDGER J01ST 5. 5/8'X4' LAG BOLTS (4 EA. COLUMN) (DN-SITE 24. 2x4 SPF#2 E 16' O.C. (OPT) SEE NOTE 40 BY BUILDER) 25. 4 MEMBER CENTER FLR GIRDER V/SPLICES STAGGERED 6. 5/8' BOLTS W/WASHERS AT 48' O.C. (SITE AND LOCATED AT 8' INCREMENTS IN COORDINATION i' "u{I;RE INSTALLED) V/C0.. OR PIER SPACING foro MAA Mal 7. 2X2 CONTINUOUS LEDGER (NY-2X2 M1 LEDGER 26. A I' AIR SPACE FOR VENTILATION 1S REO.D VIA AN O'"""Ta aan r161� OR JOIST HANGERS) INSOLATION RETAINER INSTALLED BETWEEN TRUSSES S. FLR JSTS. B 16' 0.C.-2X8 SPF#2 FOR 24 VIDE (EVERY OTER TRUSS) MODELS 2X10 SPF#2 FOR 27 VIDE MODELS 27. 2 OR 4 MEMBER SECOND FLR GIRDER V/SPLICES 9. DOUBLE BAND JOISTS (SPF#2 TO MATCH SIZE 4' D.C. EXCEPT AS RESTRICTED BY SPAN SCHEDULE STANDARD OVERHANG DETAIL TYPICAL SECOND FLOOR DF FLOOR JOISTS V/ SPLICES STAGGERED 4'-(' MIN.) 28, 4-2X12 CLG GIRDERS V/SPLICES STAGGERED 4' O.C. li'rA6.1 m am¢ 10. 4 MEMBER CENTER FLR GIRDER V/SPLICES EXCEPT AS RESTRICTED BY SPAN SCHEDULE vert STAGGERED AND AND LOCATED AT S' INCREMENTS 29. 5/8' BOLTS B S' O.C. (ON-SITE) IN CD-ORDINATION V/COL. OR PIER SPACING 30. 2X6 SPF#2 CLG JOISTS AT 16' 0.0 4-2%B SYP#2 FOR 24 VIDE MODELS 4-2X10 SYP#2 31. DBL. 2X12 SPF#2 BAND J01STS V/SPLICES STAGGERED °i .rte 'tea FOR 27 VIDE MODELS 4' MIN wrm 11. 19/32 APA RATED D CLASS FLOOR, 16' O.C. ERCP.-1 32 CRAWL SPACE FOUNDATION WALL (DN-SITE BY 12. 1/2' GYPSUM BOARD CLASS C INTERIOR FINISH BUILDER) SEE FOIINDA7ION DETAIL �t r u 13. R-13 INSULATION V/VAPOR BARRIER TOWARDS 33. BASEMENT FOUNDATION WALL (ON-SITE BY BUILDER) CONDITIONED SPACE (OPT.) SEE NOTE 42 SEE NOTE 32 (SEE DVG 10, ADD'L STATE REQUIREMENTS) 34. 16'X16' CRAWL SPACE FOUNDATION PIER (ON-SITE ra"m 14. EXT. SHEATHING BY BUILDER) SEE FOUNDATION DETAIL "i^�' (A) OSB (NA. RATED SHEATHING) (STO) 35. 2 PC. HEADER (SEE APPROPRIATE RDDF GIRDER (B) 5/8' PLYWOOD T-111 (C) 1/2' MAX (OPT) SCHEDULE FOR SIZE) suVO�°sn (D) 3/4' GYPSUM (OPT> 36. 2 PCS. 1/2' PLY 13R STRUCTVOOD FILLER TYPICAL FLOOR FRAMING (E) R-MAX (DPT) 37. DOUBLE 1/2'X1 1/2' COMPRESSION STRIP TYP. VENTILATION DETAIL 15. EXT. SIDING 3B. WEDGE BLOCKING (A) 4X4 VINYL (STD) 39. DBL 2X4 SPF STUD AT 16' O.C. MARRIGE WALL (B) 5/8' T-111 (OPT) (STD) 2X3 SPF#2 AT 16' 0.C. DR 2X4 SPF STUD 16, R-30 INSOLATION V/VAPOR BARRIER TOWARDS AT 24' 0.C. (OPT) (SEE CALC. MANUAL) DBL. TOP COND. SPACE (SEE ADD'L STATE REQUIREMENTS) PLATES CSTD) REO'D IF TRUSSES DO NOT ALLIGN 17. 1/2'X1 1/2' WOOD COMPRESSION STRIP OVER ALL W/STUDS nwumc SECOND FLOOR OVERHANG INTERIOR WALLS 40. 2X6 SPF STUD GRADE 16' D.C. (STD) (24' 0.C. OPT) 18. PREFABRICATED WOOD TRUSS B 24' D.C. (STD) (SEE 41. EAVES FLASHING STRIP OF MINERAL SURFACED rercsm vrm mw v DWG 1 FOR ADD'L SPACING/LOADS INSIDE � IO EXTEND TO WALLLINE P13INT OF 12' MIN 19. 2X4 SPF#2 STUD B 16. OC. , SE (2X4 SPF#2 MANU 42. 1 1/2'xl6'x26 GA. GALVINIZED STEEL STRAPS REO.D PER ROOF/VINO LOADS, SEE CALC. MANUAL) n'v PBL TOP PLATES (STD> RE➢.D IF TRUSSES DO NOT PLACED AT 48. D.C. arR o ALLIGN V/STU➢S TEE /ATE 40 sm (#21)xw REFERENCES, SECTION R803.2.2 TABLE 503.2.1 (U RESIDENTIAL CODE OF NEW YORK STATE x EVA E30-98, APA ENGINEERED WOOD CONSTRUCTION GUIDE TABLE 024 nrro r TV nauv vrrx rYa>Q aTwe aW s-u w Rwau rr G Rw,a GUr RW (MI RMr �v i W W rm '�awra r[W T-WAR wi"r0 1 TOO'Yi w rw[nrr arm AT r xw U au oar vwt arm Rw r vau anvurzr iwaY�"a.cr�°'m rwiw .r r oc IOISC a WIT AT M pL MY w RIRIS 1 ROUE/2N0 FLOOR INICRSECTION DETAIL a-u w Rwan GOi�' uor srur mw r TWO STORY 2ND FLR OVERHANG TWO STORY FIRST FLOOR CLG. ANCHORAGE TO HRG. WALL 2ND FLR TO IST FLR CONNECTION PWCIO P IYQ wb 0l IMV)6 ".' CHIMNEY PENETRATION DETAIL of NEW 0 a-u w swan r rAa rraar ,r LL G R w L i LI01 S1Yw u miir C"1 W ve am w = cwv.aTm RPw r VriLL•iia w AT w oc wav,arm ariw (j AGA xTI Ti a.rw ii r u w RIRLS xa om... om�iw+wi�s P A r gDfESS10N 1 144? POA ROOF ANCHORAGE TO MATING WALL OPT. TRUSS TO WALL ANCHORAGE TRUSS TO WALL ANCHORAGE STD. EXT. WALL TO FLR ANCHOR JYD�Us INC. s em ru xry r, mr!wnr SECOND FLOOR MATING LINE TYPICAL SECTIONS & DETAILS - IRC ILlA6 4 toDRP rro 1H .IAN o K.I, r AD A36.1 'AMS RESL1Vm FP M IEV YQtlI STATE STAMP Q APrROVM' 4 lwu S6'-v MKIO INS E6 Yf KEu•¢ f>n➢c SQTi b LVL 1110 6(i mac mmla 4 1 ! a-'TMu u• m r'/v-„voomc4w W ASYQ KY V1EU 06.b AEK W pCy/p-Y VnD IaR,b pa uA!OEiQ11t-e'VIp Cd b ma MA[eK-r/a-r VOD m b RK HM tSTp OI 11LL1 TYIP11 m GH WI IO!KYIDO 17Z Gl VILLL LI[-i/1!OIy'/A-Y Vw b 1TTK f/1!YEYO 1!-Y Vl�b iRK W ar-r/a-r vYD m sone TYPICAL [FII ING FRAMING DETAILS Y4i4 Re��-r�D m4 FOR L4 FIMR OF A TWO STORY Man PMp ea Wemill!Oey/a-r VDD R N AK W Ce/G 1!'�VQO R b STK W Of-Y/a-r VQD Yl.>m YFK W4 YSOO M�V7ID L b VEK } 1!/It lMrt/lT-T VOO el.GOE OFK T T IW@i QIP K 11Sm1[I1DY1L a i191 6{'< mc.¢ J TS Aoco rir TYPICAL U11 IN. FRAMING. D TAI[a mcM.tat A® SlIUIDI vAu term FOR 5/12 THRL 12/12 RAFTER RMFM p(IQ1N1 VML MR[RI Ai RWC!VM1L Lba1 Li K J IfJLTTl1 UIOl O CW ST K e 4•¢ u�itmi' ircna 12'-0' TO 13'-9' VIDE �� p4 NEW Y O -4-4-4-4 -- -- - - -- - -- -- --JL--JL - - - IOl J.nMb6 QI ' - py IWCIO Cpt•.SIV i e-aa m K !m.• tar.SiVV nml 11Ist1 en vM1 O P o. 6110 m UNDER 12'-D' WIDE qOFE$Stp Zy (f mVI Ke4•¢ u�ml�iMcm / /r fJOA(615, NC. UIL __ __ __ __ __ __ __ __ __ __ __ _ _ K an Ve m enw, 1Qalil/Ra4 n lieu PbMKTO wmt (lief-Ni-lae!/II IAf-MK MNQaS Qrm w ea[w[SIN6AVf s deo o TYPICAL FRAMING DETAILS - IRC KiiIDl➢f91 f4!(Rtaf m mm Kv nc w TYPICAL Fi nnR FRAMIN• DETAIL OSL/DRP 1E JAN 03 A38 DEL L .14 SK E3 7/16 DIB 2x6+14 SPf 17 r .O` PJ.TCS DBL KATE SPF 13 T/CDIPRESSMN STRIP 16 US 2.X46%It SME] � •art(R(IIIyO tv TN[r[)I YDRY nArz Xuw a Ar�mvAL• CUM'RESS1 STRIP TO' PLATE TDP RATES P PLA Y �„ ofu it >3 <` 41 FF ro xg p X. 7/16 DSD 7/16 USE ]/16 USE EXTERIO! WALL EXTEIUDt VALL E%TCIUOI I SIEATNING SIEAIMD,G EXTMO1G we GRYVNJ. INTWW SIDE 2X61D4 SPf 13 2-2X4xn5 sPf 12 2X6%14 iM D]J 2-2%{%93 SPf EY L_ PLATE RAT WALL TIC V/ 2-2%4%415 SPf K 2%4%14 SPF 13 2x4x14 SPFE3 O( 2-2%4X97 SPF 12 FLAT WALL TIE V/ PLATE 2%6X14 SPF*3 FLAT WALL TIE 4 LAGS PLATE 4 AT FLATS ALL TIE V/ ]RITTER PLATE V/ 4 LAGS APEX SERIES APEX SERIES APEX SERIES APEX SERIES SIDEWALL FRAMING ENDWALL FRAMING MARRIAGE WALL FRAMING INTERIOR WALL FRAMING 2X8 STA CLG DEN( CLG DEAN SIZED PER SPAN SIZE NOR SIZED PER SPAN Sm II II1111 II 2X4 SPf 12 .IAC% STUDS I I rMP)—I SPAN SII 2X6 SK OR JAGf STUDS-1 1 1L MCTATED 1Y S 0. I 1 1 I I R y I M DICTATED DY SPA( SIZE I R n r r I SNGL I r I mP) I _2X4 SPF 02 JN7( STUDS nii i—(T)T)—i iVINDUWi MULLED OR COMBO NO. DICTATED DY &PAN STS 2X4 12 TUM ri I I 1 OPNG I I WINDOWS 111I CIIPNG SUPPORTS 11 I I 1 1 I I N 4D• DL HEADERED ARCHWAY mP) i 12X6 of 12 DDFTDN SILL (rail I ri �� I I I DOOR i I CLEAR SPAN OPENING i OPNG APEX SERIES MARRIAGE NOTE, ALL FRAaNG IEMBERs 1m APEX SERIES SIDEWALL NDTG ALL FRARM MEMBERS NET WALL FRAMED OPENINGS NOTED ARE AS LISTED ABOVE FRAMED OPENINGS NETID ARE AS LISTED ABOVE APEX SERIES STRAPPING DETAILS �^- I� d N N Mod IY M fINO • V F ' H w: SM EXT. WALL To FLR AICIIDR TWO STOP( FIRST F1OM CSG ACNDRF¢ TO ERG WALL 111 IL NN I` NNN ,vwrs x un(�ixRir""A N�ac rAa APEX SERIES ENDWALL APEX SERIES INTERIOR WALL FRAMED OPENINGS "- Na FRAMED OPENINGS TRUSS To WALL A HCIRAGE OPT. TRUSS To WALL A NDN GE (^R'(+"P OF NEw ADOF ANOORAGE To MATING WALL APEX SERIES INT TO INT APEX SERIES INT TO BEARING i APEX SERIES ENDWALL TDP PLATE OVERLAPS WALL CONNECTION DETAILS WALL CONNECTION DETAILS EXTERIOR CORNER WALL I SIDEWALL TOP PLATE FOR TIE 1N _ CONNECTION DETAIL TCi CLD PIw —GANG NAIL PRPL3 TDP PLATE INT TD IN rO J J !a WALL CONNECTION DETAIL TOPPLATE CONNECTION TION DETAILG ROFESSION 4 3 j — GANG NAIL PRPL3 d (� +� 1{D RAILS (" �^ INT WALL TO INT WALL BUILT W X S LAG � etpp�,x /I.OaY9MDr CONNECTION DETAIL DOT V/VALL INT WALL TO BEARING WALL HOA/6'S, INC. TOP PLATE TO TOP PLATE CONNECTION DETAIL +4P US m D ,, 3m UAK PA 17w ENDWALL EX7 WALL CONNECTION DETAIL I I (00)BR]-++++ PAD M27 P 90 FLOOR PLAN VIEW ENDWALL A— I WALL SYSTEMS — IRC 2-2%4X97 STK —1L JA MTI, RN lv4 M) FLOOR PLAN VIEW MT WALL TIE FLOOR PLAN VIEW BSL/DRP 18 JAN E3 A39 APEX SERIES WALL FASTENING SCHEDULE ""a"� �" "" °" ^•n � �' FASTENERS ADHESIVES FRAMING NAILS SN607 2500/BX EXT WALLS TO FLOOR ACCUCRYL 700 TUBE SHEATHING TO STUD N 21 BAB 10M/CRTN EXT WALLS TO EXT WALLS ACCUCRYL 700 TUBE DRYWALL NAILS 136 AT BAN .50 LB/CRTN SHEATHING TO STUD CA-40-2912 PARR 5927 R40 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 BLOCKING IS 3/4 X 1 WRAPPING STICKS UNLESS OTHERWISE NOTED CL OF VANITY r � Y W uuY N W U D W" UO %U rW J K.Zi KW Nig J W K PF9 )U Va -moi ^ i 4 O ONZ K Z W r NPI WO �0 �� UU �< a U aU W mo Z U 2 y IW 1\U rA U A O 02 � I VI rA pp N W 2 N Y <J W U XO U P W NS r• J � w w ELECTRICAL BLOCKING WASHER BLOCKING VANITY BLOCKING STD TUB BLOCKING APEX SERIES PROTECTIVE STEEL PLATES OF NEW r0 fW^ s NZ7 1J Y �a 3X5 2DGA. PROTECTIVE STEEL PLATES REDD 4X14 1/2' 20GA PROTECTIVE rW �m WHERE PIPES PENETRATE STEEL PLATES REDD W WHERE VIRES PENETRATE PLATES �" 2 a� STUDS OR PLATES AND y ARE WITHIN 1 1/2' OFZ nra EITHER EDGE No 6770 4, ^a A xW RNFESSION 4 3 P III gNlY %14 - Ll_ - /lP0A0 N STD SHOVER BLOCKING KITCHEN BLOCKING .�l XD�WS lNL: En o:m Eur.Emuusure. +� risu (m) En-tvE lEI wn-uN PLUMBING PIPES PANEL BOXES AND ELECTRIC DROPS WALL SYSTEMS — IRC ]YI "m ISN pV4 b BSL/DRP le JAN o3 1A40 41/2- 7/16' OSI, SHEATHING 7/16' O.S.B. SHEATHING •aAx MMFIgW ru M H[W YM STATE STAN w AY' w 3/4' PULYSTYRENE 3/4' P1LYSTYRE/E INSUL. MED FOAM BOARD FOAM BOARD(R-3.8) 41/2' EF 4w/V3. lw R-13 FG INSUL. V/VB El R-19 FG INSUL. V/VB AREAAMED 1/2' GYP. RRD. I/r GYP. BRI. FRAMEDEAR-11 FA BUTTS VINYL SIDING AREA INSUL VINYL SIDING 2x1 STUDS 8 16. O.C. 2x6 STUDS ! 16. 0.C. NSULINSUL- R-30 UL.. O O NSUL. 12 13 N L7 . D. . A . . JJO O O L`JJ Q W Q 7/16• O.S.S. SHEATHING > u ¢3 7/16' D.S.R. SHEATHING 1 1/2' POLYSTYRENE FOAM BOMDO-7.5) Z > Q. VINYL SIDING R-19 F.G. INSUL. VNB p W Z R-19 F.G. INSUL, V/VD 1/2' GYP. BRD. H O 2&1/2 0 C 0 w 1/2• GYP. BRD Q p 2xB CLG JSTS. W fft VINYL SIDING J p_' 2x8 CLG JSTS. Q 2x6 STUDS ! Ib• O.C. 2x6 STUDS B 16' O.C. R-11 FG BATTS X fn Q_ INSUL W z 13 QY 14 15 r-, I` R-30 FG INSUL Z p V/Vl UL. LR-38 3381FG INSLA- 1/2' GYP. PAID. . 1/2' GYP. DRQ O O O 7/16' OSJL SHEATHING FOAM BOARD(R-5) fu:R-21 F.G. INSUL. V/VB 16 1/2' GYP. BRA VINYL SIDING INSULATION VALUES INSULATION VALUES 2x6 STUDS ! 16• It FOR ROOF / CEILING - VAULTED FOR IST FLR. TO 2ND FLR, EXT. PERIMETER *1/2GYP. *R-30 O ALL DETAILS SHOWN ARE DESIGNED TO MEET OR EXCEED THE REQUIREMENTS ACE NGLS. 9 OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE SHGLS. . SHTG Os]. SH7G Vr -11 NOTES, FRRMING L RESIDENTIAL BUILDINGS REGULATED BY THIS PMT SMALL BE DESIGNED IN ACCORDANCE VITA THE THERMAL PERFORMANCE VALUES LISTED IN TIE ECCC OF MYS. THE APPROPRIATE THERMAL PERFORMNCE REWIREMENTS SMALL BE DEPENDANT ON TME HEATING SYSTEM TYPE THAT PROVIDES COEORT CONDITIONING UL. TO THE MAJORITY O' THE CONDITIOED FLOOR AREA INSUL. -19 F.G INSUL. 2. ALL BUILDING ENVELO•E ELEMENTS THAT CONTAIN MATERIALS WHICH ARE CAPABLE O' ABSORBING OR (COMPRESSED) TAKING LP AND MELDING MOISTURE SHALL BE PROTECTED NY A VAPOR RETARDER LOCATED ON THE WINTER . . WARM SIDE OF THE INSULATION IN ACCORDANCE WITH THE ECCC EF NYS. . A 3 INSULATION SMALL BE INSTALLED IN A MANGER THAT PROVIDES CONTINUITY OF INSULATION AT PLATE LINES. SILL LINES, JAND JOISTS, AND CORNERS. 4. ALLOWABLE INFILTRATION RATES (VMn Ustetl H accrdorxe Nth ASTM E 283). WINDOWS ( tin per square O foot of rW.Ios ore.) - B.3 Ref, AAMA/VDNA 101/LS2 L ASTM D 4099. SLIDING DOORS (cfn per square foot of 8 of Uoor orea) - 0.3. SwftWq Doors (cfn prr square foot of Noor area) -03. RegAArenents basri m Nor Nor o...n Y, S. ALL JOINTS AND OPENINGS IN BUILDING ENVELOPE SYSTEMS INCLUDING THOSE MOUND WINDOWS AND DOOR FRAMES, BETWEEN VANS AND ROW/CEILINGS, XIVEEN WALLS AND FLOORS ON FOUNDATIONS, BETWEEN WALL PANELS, AT UTILITY SERVICE PENETRATIONS, AND BETWEEN DISSIMILAR MATERIALS SHALL BE CAULKED, VAULTED CEILING V/ ELECTRIC HEAT IS NOT AVAILABLE GASKETED, VEATHERSTRIPPED, OR OTHERWISE SEALED b AN AR INFILTRATION BARRIER SHALL BE INSTALLED WHEREVER A VENTILATED SIDING MATERIAL IS INSTALLED OR THE SIDING INSTALLATION TECHWOUE NECESSITATES A LOOSE-FITTING APPLICATION 7. ALL FIREPLACE UNITS SHALL HAVE INFILTRATION LOSSES WITH THE DAMPER IN THE CLOSED POSITION HOT TO `® S EXCEED 20 CFM AT 0.3 INCHES WATER GAUGE, IF THE DAMPER ALONE DOES NOT MEET THIS REOUIREMEM, TIGHT rITTING NONCOMBUSTIBLE FIREPLACE DOORS SHALL PE USED. r ••• AI Ste INSULATION VALUES D BE ALL FIREPLACE UNITS SHALL PROVIDED WITH A SOURCE OF COMBUSTION AIR, DUCTED FROM THE OUTDOORS, q , �.t YIy OF SUFFICIENT QUANTITY 10 SUPPORT WMMAIIIIL THIS SOURCE SMALL BE EQUIPPED WITH A DAMPER O 0^ PIR TFANYBUN•, j FOR FLOORS CAPABLE OF KINGruLLY CLOSED a ALINxT -A UE 9. HO DEVICE INSTALLED IN A FIREPLACE THAT USES A GASEOUS FL FOR ITS 1PCRATION SMALL X EQUIPPED ft ,'•• • ma WITH A CONTINUOUSLY OPERATED STANDING PILOT LIGHT. Y +AA• pNa .A 2x8 FIR. JSTS. 2xB Fl-R. JSTS. M TEMPURMURE CONTROL EACH DWELLING WIT SHALL DE PROVIDED WITH AT LEAST I THRMU7AT CAPABLE OF LA ,. •"I •a AUTOMATICALLY ADJUSTING SPACE TCMPURATURE. EACH TERMOSTAT SMALL HAVE A MINIMUM RANGE LL TEMP. • P `�:� • V 19/32' T L G O.S.B. 19/32' T L G O.S.B. SETTINGS FROM 45 DEGREES F TO 85 DEGREES F AND SHALL BE CAPABLE OF PROVIDING A DEADRMD OF IO = N• �.-V: A, PN WDCRLATMEM WDERLAYMENT LESS THAN 5 DEGREES F BETWEEN FULL HEATING AND COLING `& U. ZONING AN ACCESSIBLE MANUAL OR AUTOMATIC MEANS SHALL BE PROVIDED TO RESTRICT OR SHUT • vA• R�-yq,'i"� OFF TIE HEATING AND/OR COOLING TO EACH TERMINAL WIT, 0 F� r)'L,5(if{(: �"•, ' °_t ,s IL INSULATAR DUCTS LOCATED OUTSIDE �WITH A MINIMUM CACONDITIONED SPACE SS 13F NO LESS THAN 1' STALL BE INSTALLED ON /JIT SUPPLY Oro r s• a s`eH,e -v,�V 11 ALL TRANSVERSE J131WTS [IN SUPPLY AIR DUCTS TSIDE Or A CONDITIONED SPACE SMALL 10 R-30 FG INSUL. R-19 FG. INSUL. 71. BESE SEALED WITH ADHESIVES, SINTAKESDIAD DUTGA1LTC�TS, TAPE E BEONEW QED WOR ITH ON THER FF DAIPCRS OF. , ASS A a 4 Ngo V/V.B. (COMPRESSED) V/V.D AT THE BUILDING ENVELOPE TO MINIMIZE AR LEAKAGE. `r 15. INSULATION WITH A MINIMUM THICKNESS O" 1 1/2' SMALL BE INSTALLED ON ANY SPACE HEATING L 2003 DISTRIBUTION PIPING LOCATED OUTSIDE OF A CONDITIONED SPACE 1 11 16. INSULATION WITH MINIMUM PIPING A NO LESS THAN 3/Y SMALL I INTER rn ON ANY © ' ,[' Y)M'• SERVILE WATER DISTRIBUTIONAMINIMUMT PIPING THAT IS GREATER THAN ' SM W DIAMETER 17. PLASTIC SKYLIGHTS REGULATED BY NTS. PART 719, SHALL NOT EXCEED 200 SO. FT. IN AREA L 3-0' MIN b��rs f L. BETWEEN SKYLIGHTS INDIVIDUAL (DISCRETE) MODEL PLANS DERIVED 18. DORS L WIDOWS LESS THAN 21-V FROM A LOT-LINE IBM IN EXTERIOR DR INTERIOR TENANT. STAIR, GARAGE OF InA meuaaaR UW NrsA FROM THE SYSTEM AND SUBMITTED TO LOCAL SEPARATION WALLS L IUD-LDT LINE WALLS ALM SKYLIWS, LIBAEns. L R XX VENTS LESS THAN TWO fm FROM LDT-LIE OR Tm/nr-AAse PIB Af-eesl PASSING THRU A FIRE RATED CEILING IN A STAIR OR GARAGE SHALL BE 3/4 HR. MN FIRE RATED L BE SELF CODE ENFORCEMENT OFFICIAL IN CONNECTION CLOSING Ot HAVE A 3/4 HR. MIN OPENING PROTECTIVE INSULATION VALUES -IRC WITH BUILDING PERMIT APPLICATION SHALL BE 19. GLAZING IN DOORS, FIXED SIDE PANELS, TUR L SHOWER ENCLOSURES (INCLUDING DOR, PANELS L WINDOWS, ACCOMPANIED BY A MECcheck REPORT INTERIOR PARTITIONS H' OR LESS FROM FLOP LEVEL SHALL BE SAFETY GLAZED N, DATE, �„ aD b (INCLUDING THE INSPECTION CHECKLIST) 2D SEE CALCULATIONS MANUAL APPENDIX •D• FOR ADDITIONAL IHFIRMATION 2L MAXIMUM GLAZING PERCENTAGE SHAD NOT EXCEED ISX O' THE TOTAL EXTCRIOR WALL AREA. 8SL 1B JAN 03 A44 'sia mw w¢v rua Sl.n nor v wnw w INSULATION SCHEDULE VINYL SIDING 1/2' DRYWALL ROOF/CEILING 1 1/2' POLYSTYRENE 2x6 STUDS E 16' DC. U-OA38 FOAM BOARD R-19 INSUL. r/ VB. R-30 INSUL. 2x4 TRUSS 1/2' DRYWALL 7/16' OSB. w/ V.H. /\ NOTE- U-D.032 FOR CALCULATIONS AND ADDITIONAL INSULATION OPTIONS SEE CALCULATIONS MANUAL. R-38.BINSUL. 2x4 TRUSSyl/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 R-30INSUL. /�2XB RAFT.-\/1/2' DRYWALL 0's = 018 V(TI-TO) AIR CHANGE ASHRAE 24.6(A) SS/ V.B.� = VOLUME T TI-TO = 72" - 0' F = TEMPERATURE DIFFERENTIAL BASE U-0.039 1 AIR CHANGE = WINDOW OR DOOR I WALL .018x,72xlx.667 = .86 BTUH/SO,FT. ROOF/CEILING 1 1/2 AIR CHANGE = WINDOW OR DOOR 2 WALLS 7/16' OSB. 15# FELT 235# SHINGLES .018x.72xl,5x.667 = 1.30 BTUH/SO.FT 2x12 RAFT. 2 AIR CHANGE = WINDOW OR DOOR 3 WALLS U-0,035 R-3D— 1/2' DRYWALL .018x.72x2x.667 = 1.73 BTUH/SO.FT. INFILTRATION LOSS FOR DOORS AND WINDOWS SHALL NOT EXCEED THE FOLLOWING, WINDOWS, 0.5 CFM/LF OF OPERABLE SASH CRACK FLOOR SLIDING DOORS- 0.5 CFM/LF OF DOOR AREA SWINGING DDORS- .03 CFM/SF OF DOOR AREA 19/32' TLG OSB. MAXIMUM GLAZING PERCENTAGE SHALL NOT EXEED 15% OF THE TOTAL EXTERIOR WALL AREA w HANDBOOK OF FUNDAMENTALS U-0.050 R-19 INSUL. 2xB FLR JOISTS w/ VB. 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 r/VB. 2xB 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 ORAM 2x4 STUD (, • o 3/4' STYROFOw-'-� �' U-0.054 7/16' OSB. R-13 INSUL. w/ VB. ��.,® ga, tpl►+A 1/2' DRYWALL : �i PAs.Y.TrT1+ON ww� 5/8' PLY T]-11 2x4 STUD � fY� • U-0.076 R-13 INSUL. w/ VB. s Ttl0cl rNTY. 1/2' DRYWALL s VINYL SIDING f-1E--2x6 STUD /fes C`••0• _(' F {y �y U-0.053 7/16' OSB. R-19 INSUL. w/ VB. VINYL SIDING 1/2' DRYWALL SEP ;, , 1/2' R-MAX OR 2x6 STUD ®/lPd.Y 3/4' STYROFOAM:;; XOAI6S, INC. U-0.043 R-19 INSUL. w/ VB. urn m un;mwNsoaA n ISM 7/16' OSB. (m)p A",ur ur-ou INSULATION VALUES -IRC x, an wn, ery p BSL t# UN 03 A45 NOTES, iVV mL I Vr von H m w •rwL 1®va fM M MV 1Ma nAm PAR v Tr10VAt• i/s¢Im[) yr rex v.vimc t M RLmlf Im IWYI]R M[)m r t1Yr.p a y6'IY1L] wV�� ( 1 yr WI 1!! WIM1r al na n t4Y11 OOr ra MR I �M LTYI WV tPn Ypl!'MV.'[ t� YOaK L x ItINr Imp;VMq MT r L3Gip N IOMI.LM pm µ/C[ 1Ti ra!pp/ mlQ:1.R MSO V!r I I Vr Vmr tale. O 1VM ) a Tws Ms NY sMIOL Mr!alp n w yralp IJaC1 Vr r 1LM �1 vrxr DmrN! ro VaR! raym O a Imlr tr VAlial�Ic N na M[)pp11 pM{a.'-r Mr I r r IMP a nK Hm Qllp KCAIp m r air 1pAl mQ La[a OH OI m IY uv. arra pVa rp taalLlt m r Mr`M vI1N imp ve m sn HNl mrxl J{ID(1 L6rN1 6[Nl rY1 nT��. r0 MIC!O w Iw w ML a ilTplm•n�mr a vdM m r rAlrrtr MW vMa[rucRcl 'A"LT/� a ariM nI r ti ale M m ru uv. Aiovi Iniac FIELD CONNECTION BETWEEN i i I rtA I ls�o=MM !,r nae ).Muss Ric aiLl r svMvro wmr ry MMTaMTAUT wi I I l yr lAlr m K1rL1lll m Lla TMw r RR AlfMO[VMD r'r Imp- MODULES OR BSMNT FIXTURES rII lrRn mn. KIT SINK DRAIN L VENT rr lMTiLln LAV SUPPLY i HM lxr.llMpa�arse w Ma LAV. DRAIN L VENT KIT SINK SUPPLY R UT_ 1 P f Au low^x "n^PIrm° m A Mt a a'" M u rrluc wu r V/ OPT. DV. SUPPLY r"� X/ OPT DV L Cr c rilm l[Va a1 w M MHSI FVTW x MT MNl MMOI vrGTYI maJ NIIl7 VM%11M[ IrIVQWMAT Vpllm 1 VYQ Iq[!gyprM1 rS(&YMIl rIQiKmr Maaml4maQ n Z MDMA 6 al n!n a i!ID!rlall m ru IAV. LiVWYLT!M rWil MI r ICO VIIINI A ImWiAL a TMT [f11.11LN VW V6 rATM4l aLW TLf a A.l M"M Ino m r a Vr M r m MM I a MOM WASHER BOX WASHER DRAIN L VENT vrlH two r Ate[ m i.1M Tp.w,Tuc a MrlraMA I u rnm6 alrl r u Im>mna m varAw iWO'1.m Y Mr v/Ina TUM m IIViG um ram vAtK a•I6 KIT SIN( DRAIN L VENT LL 1. Krim M.Im®nr m MffmlrAa a vtnn¢m IO®ITAL Mur past x gyral vru r n raM v1q lac Mm vam nw— —vAro rtnV r I6 wO1T MdCTMIm lM m r)ma vm..aM lNN N 11 aiwc Inc tuft! ww�� VkK Mr vnOTan.as inilun r d rnRur Mro r HOSE VACUUM rn aM IM M rM i)nr.M lrlvlann Im Nm Im vam ariLb MIIACTrIL r rAt-laM nrrvawlr KIIIO V/ VACUUI 1�{ MP TV par M a ax a u® ATM LMn-0T vAtH r Mx m aal MIMA AIr mloa BREAK (NY. OILY) u Mi r}pl VI�rT[pill 10 11W vm a N' CQS vA)w WM1r m r611tQ v IOYCIDI AT 010 A MAL MAIa n err.lw m VoIR I K-rte•,ray. r4•a aLl vn0 fall RMMAL rM Sm I VwMaY N N 1 VY MNOI VO1I n.vAlra wAa m r rtrAlla M lo!Imi m R a*lawn TOPMARuc a YYra 1/e'm WASHER SUPPLY u m Ma a pans nni Mm m r 1 IRI IL1r.uv!m fl(m1a mm VMH IT.Ta r r!ra IML OI1prAai Lx()p r If OYM1I lllCi I6 IRM 1'RMO pTpQp m w Mm MNI V a 0 Rr pW1 r MIrMIM LKR VY'IOI®ITIUT rr AT nOl TIMI I®tr.MI m CI®ra VMR v r6filnr TprMATK IRII 6/il Srrrt M @rp)R m m ROp V/aL)M a IYY VKK M4L Mrt m w AM MrIML!rM llnl 1 a M t Ra"a rQ rM M!•L) w MW Rl N M SIK P7m r K Vr M TId N !'fIlII6 MT.MM m •a !L nAni R!YMLI Mr lMllMw FW Mro L®M.ai,al. VR Ri 6 fM fan M IIIDx IDf11R Mm r Vpll TMI Y_) P MAC 6 nl r laM a IMI atlr[aislll m AM N MQ N tWla MPr RAI r1• Yi•IML Ir11MnATLv Y IMM PAM WII AWr 10 I i 1 1 �W !Q M¢w M Mm lar!Yala®I rT fM ITATac r I.®Mat rlln n1 Mmvau x RAM y�II n JMS wMM RIMic IrIIMi Mil m Mr 1alTD� M.1n 11MLL IPC L OOYIIQ D •rM iT rlID6 �wL[a�lI1� xillO:nT m A 1W,q rlCl w-vM r m/ nm6DmlrM ea MC r}M}V ML mpt a TO r MLT.1LLa W iR[n lY! 'MIT VIM MN w _ _____ •Y-t•ML O VmT U I t6 WR n Mr MrIT TOM G vMlr MCI.rSir m r LSAIO a Mt r r AP'[RI LLV6Mn r yAl, ro-- M rKIMY v rT4 nnlQ OL nnrll3 vaNpM w_![C WARM WARS MM YaTALD I Mr a -�Y vA)Ir!nrRr rAL pCIK N rlll JUMm KANW, IL M. n a Pan m ru ravo M rTrmr mn vu MK rwr n.a s Q1°Mirr nm vu w�.N Ial®rtAur uinaMM�iMel m milrri rM fiIIa�aaw MUM w nArM mi nwI fU t-J m ru ..�� a a nMn Aran m rut ma¢ra r mlx aPrLr wr Ivv vra TAw a M ran a rmm Rm m Ar m I n�—O I wm m RAIm r `I L vi vrM Mm VLL r)IIDVpO x m Rio MA r IMAM TMw I of vru mrrrlra rn Mr m r !®Im pVM4 r WATER HEATER IIETAIL lM LTr A®a ani vi•m a[wMo I I '4v I Y N t lrft VI1M AI1rY RIM Awn ra MY pO Mri Mrt ai MI[M m 1x116 IIYJ m IaMC MAr i' 'J --- a wT imC LXr7 alttT m I I IOfbrL a1Ml r Lm x A Mrt rtrSTIrAL Pial n M rm rwrc vim M RM r m m a1RMa MTM M lm[r mr TYPICAL DV V SCHEMATIC I �' a TorM.R oleo.M vuMa.All r A®MAa r/ Mlwmt mol M MAMA LH¢paYll m 101AM MGm m IM MLAM ACtm `-,�-r tam vrt a ur m M lrlCrrMlL®ppOlTt r M 7Mr 6151.rel IM VAm 1Cwm aWl m rIW®r DWI. m7.1M, r /tii m N Y IAMc prii r Il[ [lM•b M[r 03 R 6LTL1 rMaA r M [Mea MmrCr.IM Ipl I!®tl - OT!lean !L M MIS KM MU=M CMaVN m milrC'lpl Mpl n -- _ rp[lMm Na r 6nAr! m MVC MIMMI,na MQ aR/M - 9E 1O(TMIIM OAID. >< m� aM1�mRm M mann I �M r MAIN VE(NfTAaL W.C.�ryaDcRAIN L VENT w i a Mum rwi Meas r®9W LID TIM I oMrcMl�wMrrTMIC�pwL r Mo m TWO STORY (2ND S70RY) VY IIIM Cim r XpQ x VAm l M bTAll pall MMT MAllpi a N aID a M.Aa w IPAL I MMVMwur vMIO POTABLE PLUMBING SCHEMATIC N M 1®pmAt=r ICV RM PARC LT = LONG TURN r woi m w AIM M . ri a'maaa m i�m a �1 L1TY - LONG TURN TEE_ " TU wIR t11 IIT wr la x Pal W7T )Va6 rTvml m L m rt .MID All DHL LTTY DOUBLE LONG TURN r•rva •a vox a s LTa sMu r Ar•nlvM n M LaAi rem IEE-VYE 'Tr K u I I,•`rvi I ver I,r�ver K M ^ a CmCnM m Ildn ltilM rM MTS mr Ml IpMC maM- WNT.xil®c D'UN MTr®1 TLL Ir.r HNII ImIMC MLIc a Nl rpl MAC pWi Y rOQTp ISI !`rOi M wro a IAm r TMLrMr I M`•.rrr,a Y)wLTi]alll lllri aWl 101 NN'r MY6.alwMfii M V rva Vera ..eM ITR rM :N 4 .MMIC i( MMl.r mU.IArl r/Mml r I wr. IT Y I �TMfa RPII IIIL M MK 6INOrr aOK iMr as M 1W. I r M if.VAm[iffilt aYl MH rC1M0c ICVO AIa rrnlCi N ��T-Irn. Vra _ .I�Na Vri11 aSTM R)Yy rel!]rM IC)YA r M !G.r M•1 IT vr�Iaa r pi tl VAm MraCRt MLL r M 4LLnt MM RIAI ML r Ka i Vr ! it M glril VAm!Tim aKl Y rr1J®(Slp AC MM N Y a1'OW MnryJ O M!G M MTS MOM ISN! M MMMr 4 frnrC Mni MI a tlMLXV! VITx i Vr nn r y nY IDarapm pMK A r Ml MIMIT IMM ii maNO MAKuG x WCAm YfA!N11®iPY ryn0 sMMI I iV i Mlmr¢RM tN.!(T f1®r,r R/MI. ll K r WPI N'r w O ♦a Ma AMT O WM1dD IM llxltlalM MK A WmrM m_ ITR( V MM R Vr ! Ml MIPIp[i A VIdl1 MIAs MOI MOM ApYI'(q MN K r ` - _-Jx✓ n m Rl OaM IDMy M aWl r MIWMm V/A rMrN MrNlll a TDw2 RAMI part 1YAro xL aaC rrnT oars-All M1JIOac x1111 r AOVC m PMI a!lD[ Iq 161N O611p - - In - ' ala Au Mrec x nA/L1A Au.Mr AM m Inti. .a ran Max rrnaCi E M tTMal Ma 1O®IIK r13IDr ��_ --_ �T/,KY i M' r.•n MK r r pw M rat Alarai mllaTrw r PAs ave a MI mM ViO:T IIIIY 6ID0 IIlOI WN RAM _ _"`y ' _' r u u - KK I ,\ u - • im�+rV IT Ic .).M PKM faOOKs TWMP1a IHR Y•MMr Mil pftrlC}LI ILLS FK laRM1D 10p4 w e. J 'l l r Y ' •\ r`Ri r Mi i' rSrTAM aT1a11 Ya IM Mr K K.r M��rdsrAm ---� .'i K ri u• ruin .\ ��.-' r - - - -I yr.r � ^u' is M[Miar/L MM0 KMIi wC rLVfM1O .' - - •\ I Vr it u I - !� x MspoM Mro sMAu r MMvm r rAcrar vTx A r Kill m r..m •rr• - __ _ __ r:rVr,.rr a M MAD'aM�"ion vwr�:mf9mnM Mmol r mMrApo a a`"minln a r. r�- I»-:ti_-�I rr! - vM-ra. _ ;u ,\ r n.—w;: rrM yr v _ ,4 s®p nm. Tn I i..'M-y'-J'r --- _ _ •\ - S-- aAl Ir•I' !i MTMIIm DML®! MMpi Nm/m ws MI 116 awl MK A I Vi' rPYi-'� .�' --O•MLfa�r i :uiN adY `\ ---�_ � •p/.�L x wmAr�Lwu r MAauso fv Ixrrc tiro INTMc imps -';T�� rs�,-'-% _-- I n��n.6 •\ --- li I r.. - 4 � �.�_;!'7J�. ,� '\ V• TIm MA1TF PLUMBING MATERIAL SPECIFICATIONS •u �\ 1 ' err ti ITR r�"Mm rmrrrr I+ n nlla ,> • 9 t'i M MnL MK-HIIFa]DaG iyi m la.rlaf-il L M MLAPL 1►[M1TRHi-APRaXYl<M W-lY I Vr r IMM eIw —6MY vatl MM p /a ! rvc raven mar-urs AM a --I %/ � anti � -.� iL. as mMA-APM-mOlals x M r.rand i AR ta1IMI maaR-iPlF�a-a MM a ' --tea • r. L spll-MMMT .-1 14 ). M.Ir VMK-Mm)aC-Y MIA r' I _ / .'^ . I I��^�� + • '�ro L MIMG rMIII¢luplc `ai i. m[Mm pI1O rlfl mI01lO RRtla IICOI YNM ' GM MV Mn aaM Ir1Llq Aa aWM Pio wM/AMo-az•:-flee rruma:aw�l! -- `a.s6•ia p�I'. Ra mi'a.ro Lr' M ML[i N,-MRp/rm-alarla)r/..pMl.aeaa-r �' K.M. --_ IIT. r `tl sM Mr SEP " a nAiam!Ten rvnurl-AwaM-Aile.IaM•IrR r.m.mr w IIT ren - yr - r n port o rrR1MM_ax/ro-rlLlisl+r r. :u r.e..ne ArvAlm-NAJIsrID x rMTo MIAt MMfIIAM-Atlr/AMl-YaJ lw " I TVO STRtY, iV0 FAMILY, A-2 /oMOHI Is I)W[[tn rAn ml Intlllo-Apvx6-Iua.nrllP m TVO STORY, TVO FAMILY, A-2 DVV SCHEMATIC m ru I POTABLE PLUMBING SCHEMATIC r MRmal rml.l:,a malar Mwl r p mars v/Mrs DWELLING OVER DWELLING m Tc paw a m mM as un,Im sTc uaR 11OA&S INC mr Mali!M L IB n.rtAcrc aPrtr Res AIr uv4 nnlnpc pLTI10 IwIMt urL rMlc TWO ArmMlIoavln Arrrrvn wArrc L euno Hurl m.nn Rln Ar STORY, TWO FAMILY, A-2 ----- POTABLE PLUMBING SCHEMATIC am Mau a mMV]MttsO OR. IpaMTr aow W M�M+rm TWO STORY, ONE FAMILY, A-1 TYPICAL PLUMBING SChEMATl�S om Au uaoT In ru MAT L vmi pval r rH r rT¢n tPU ilrl ru Man DWELLING OVER DWELLING TME RESIDEMIAL CODE OF NEW YORK STATE Au rrmw MM.aoRI1 UT L m Rart Hwa MH PAI ru MAr a KMT mIc SHALL BE REFEREO 70 HEREIN AS THE B.C. of N.Y.S. a[ A rTm P9°`"r rens m r�IaRAua rPaM TW.FM m a m rtm POTABLE PLUMBDJG SCHEMATIC IT' DRP Mm' UM JAM OS jDVf M A 4 6 m sa rH rM n>a M[.w A DEPS -At WTAinn�.i cruE-D N E vAUEs M 6 W 'w'iiJDOW SCHEDULt „vi�.7.vs-+v wJ,viuw ,��,I i�J.Jv1_L 1'1 C. 'U' VALUES •6Y]IVa rpl nc 14V Tux n.rz nARKAMppVK• KEY 7YPE CODE ROUGH OPENING 'L' 'V' -SQ.FT,' R' AIR W/GRILLES /D DRILLES KEY TYPE CODE ROUGH OPENING 'L' 'V' 'SOFT.' 'R' AIR STANWD WITH W.M 1. DOUBLE HUNG TV2432 30 1/8'x41 1/4' 5.09 2.94 8.4 13.21.10 ,34 .35 1. DOUBLE HUNG 2432 30 3/8'x4! 1/4' 5.8 2.74 7.39 3.3 .11 .37 .33 2. DOUBLE HUNG TV2842 34 1/8'x53 1/4' 8.23 4.64 12.34 32 .10 .34 ,35 2. DOUBLE HUNG 2842 34 3/8'x53 1/4' 9.1 4.4 31.11 3.3 .11 .37 .33 3. DOUBLE HUNG 7V3D46' 38 1/8'x57 1/4' 10.31 5.73 14.85 321.10 ,34 ,35 3, DOUBLE HUNG 3046' 38 3/8'x57 1/4' 11.2 5.9 13.5 331.11 37 .33 4, DOUBLE HUNG TV2852 34 1/8'x65 1/4' 10.48 5.88 15.14 32 .10 .34 ,35 4. DOUBLE HUNG 2852 34 3/8'x65 1/4' 11.4 642 )3.7 3.3 1.11 .37 .33 5. DOUBLE HUNG TV2856 34 1/8'x69 1/4' 11.22 5.05 16.DB 3,2 .10 ,34 .35 51 DOUBLE HUNG 2856 34 3/8'x69 1/4' 122 6.04 )4,6 3.3 .11 37 .33 6. D.H. PICTURE TV20-DHP4246-21)` 99 1/4'x57 1/4' 25.4 6.4 39,0 3.2 AD 1 .34 ,35 6. D.H. PICTURE 18-4046-10 93 5/8'x57 1/4' 25.4 6.4 39.1) 3.3 .08 .37 .33 7, D.H. 45' BAY 7V45-31046-2D` 40 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' 25,4 6.4 37.1 3.3 .08 .37 ,33 8. CASEMENT BOW C45 BOW 97 1/4'x61 7/8' 30.2 10.8 42.0 3,2 .03 .34 .34 B. CASEMENT BOW 2050 4V 94 7/8'x6l I/2' 26.0 20.3 42.0 3.3 .05 .35 .31 9. CASEMENT PICTURE CV25-2' 114 3/8'x60 3/8' 30.2 10.8 41.5 3.2 .03 .34 .34 9. CASEMENT PICTURE 2050 QUAD' 96'x60' 30,2 10.8 41.5 3,3 1.05 1 35 131 10. CASEMENT CV135 28 7/8'x41 3/8' 7,2 5.7 8.3 3.2 .03 .34 .34 W. CASEMENT 2435 29 1/4'x41 1/4' 72 5.7 6.3 3.3 .05 1 .35 .31 1l. CASEMENT CV15' 28 7/8'x60 3/8' 11.2 8.5 11.8 32 .03 .34 .34 LL. CASEMENT 2450 29 1/4'x60 1/2' 112 8.5 US 3.3 .05 1 ,35 .3) 12. DOUBLE HUNG TV2042 26 1/8'x53 1/4' 5.79 3.4 9.41 3.2 .10 34 ,35 L2. DOUBLE HUNG 2042 26 3/8'x53 1/4' 5.79 3.4 9,41 3.3 .11 1 .37 ,31 13. DOUBLE HUNG TV2046` 26 1/8'x57 1/4' 6.31 3.7 10.12 32 .10 .34 .35 13. DOUBLE HUNG 2046` 26 3/8'x57 1/4' 6.31 3.7 10.12 3,3 .II 1 .37 ,33 14. DOUBLE HUNG TW20521 26 1/8'x65 1/4' 7.37 4.31 11.54 32 .10 .34 .35 14, DOUBLE HUNG 2052` 26 3/8'x65 1/4' 7.37 4.31 11.54 3.3 .11 1 .37 .33 15. DOUBLE KING TV2D56x 26 1/8'x69 1/4' 1 7.B9 3.7 12.25 32 JAD 1 34 .35 15. DOUBLE HUNG 2056` 26 3/8•x69 1/4' 7.89 3.7 12.25 3.3 ,11 1 37 .33 16. DOUBLE HUNG TV3D52' 36 1/6'x65 1/4' 12.03 6.67 36.95 1321.10 1 .34 .35 16, DOUBLE HUNG 3052 30 3/8'x65 5/B' 134 6.39 16.95 3.3 .11 37 ,33 37. DOUBLE HUNG TV3056 38 1/8'x69 1/4' 22,99 5.73 37.99 1321.10 - .34 ,35 17. DOUBLE HUNG 3056 38 3/8'x69 5/8' 13.9 6.67 17.99 3.3 .11 .37 .33 1B. D.H. CIRCLE TOP CTN20 26 1/8'x15 3/4' 1.2 D 2.9 13,21.10 .34 .35 I8. D.H. CIRCLE TOP FCH-4 26 3/8'44 5/8' Ll 0 2,9 3.3 .Il .37 .33 19. D.H. CIRCLE TOP CTN24 30 1/8'x17 3/4' 1.6 0 3.7 1321.10 .34 .35 19. D,H, CIRCLE T13P FCH-6 3D 3/8'x16 5/8• LG 0 33 33 .11 .37 .33 20. D.H. CIRCLE TOP CTN28 34 1/8'x19 3/4' 2.2 0 4.7 13.21.10 34 .35 20, D.H. CIRCLE TLB' FCH-8 34 3/8'48 5/6' 22 0 4,7 3.3 ,11 37 .33 21. D.H. CIRCLE TOP CTN30 38 1/8'x22 3/4' 2.8 0 5.8 32 .10 .34 35 21. D.H. CIRCLE TOP FCH-10 38 3/9'x20 5/8' 223 0 5.8 3.3 .fl .37 .33 22. CSMNT CIRCLE TOP CTCV1 28 7/8'x17' 1.5 0 3.4 32 .D3 .34 .34 22, CSMNT CIRCLE TOP FCH-5 29 2/4'46 5/B' L5 D 3,4 13.3 .05 .35 .31 23. CASEMENT CH235 41 1/4'x4l 3/8' 8 7.4 11.9 32 .D3 34 .34 23, CASEMENT 1835 TWIN 42 3/4•x41 3/4' 8 7.4 11.9 3.3 .05 ,35 .31 24. C.TDP/PICTURE 1:70 OVER CP335 72 3/8'09 3/4' 292 0 40.1 32 .10 .34 1 .35 1 1 24. 1 C.TDP/PICTURE FCH-21 OVER 6053 73'x79 1/2' 29.2 0 40A 3.3 ,08 .33 34 25. ELIPTACLE ET6 72'x17 3/8' 4.3 0 8.7 3.2 .10 34 .35 25. ELIPTACLE FE-11 71 3/4'x16 5/8' 4.3 D 8.7 3.3 .11 33 .34 26. OCTAGON NOT APPLICABLE N/A N/A. N/q / N/A N/A N/A 26. OCTAGON 2020 22 1/2'x22 I/2' N/A N/A N/A N/Al N/A N/A I N/A 27. AWNING AN31 36 1/2'x21' 3.5 1 1.9 5.3 32 .10 1 27, AWNING 3018 37'x20 3/4' 3,5 1.9 5.3 3.3 ,I1 1 .33 1 .34 DOOR SCHEDULE m a'EJmlc ITrE w wo xvAI, 2• W, r •mn. AN v A 94. WI {9M m wr.N yr t104A-Tw A M1 I III ezc u J4 { MAA JC OatL mx N a/A'.Tt ITA' 11011A-tau u V JI 7A1 to J. J. 0 ILO TAI W Y J. D YH Y'HNl�[VT Y .m LT TXCA•-TTV 17 111 ltl 0.1 Y X { >or "VV.a ITV T1xM.-7N 14 n1 au DTs Je Jra r a.AA W/ w yr.a yr Dhmw,-Tw a4 I's XM ru J. n c x.A DJNN1 TAtsA¢ a Vr .Y•yr Jae-xa w. WA WA WA W,, WA H N{. M TaAAfi N Vr A M Lr Sl}VG WA WA WA W. W. WA 1 Lfa MHDtIM 1K Y VA..! Vr ¢bV41WA W. W. WA WA WA J DM/ YIIWO .14lTQ IS V4,. W Vr n.o-Vlx WA WA W. W. W. WA A I1369 aJl4xl Y-TnD Y yr..a yr .nsvu WA WA WA WA W. WA 1 75A/ Dr7gi0 u-rnD a{v.•.w yr _a.s-xnl wA W. W. W. WA WA X !4/ M410t.(�1 xR AY.N K ¢YVry W. WA WA WA WA WA X 1L460 M[xR{I IR}S7 xIx w.M Vr RD-Vry WA WA W. WA W. WA 0 IAAA DRt]1m. ItfliT Dmt 7V v N K RD-VO, W. WA W. W. W. WA T L4. plIf110 A,6INf NLD1C .1 Vr A W VC lld Vl7l AA W. W. WA W. WA TY.V WI.IA x421 1 n M,T M A AAY� I, GD1AG YA6 Dmt 71Lr .W M. ]SM 17.1 GT MJ JM JM 7r .W AW4t01 nn IAT v MT m Jq n ve. N 1? ?n .TJJ am I6x 17 u Jx a{ 41 r{.<• s•°6„j� •"p, A DAA r N1L PAM mu n vv, W AL. aw 1,11 v a4 m • le raq�^A^.6",R-2F' SGN >r . Ar NQVSOI aR LLH Dt M7 M 11 ® 4J4 atLgF •T �q q 3 1qA f SVYG MTm Pmt w V•• A d YIQW-1N Vx 166 [T it9 JA . P.•: \t' IY• .V MM1IRld aDJ9 IW DL lfJ. M lM lM I FpiA DL MF/Dma.O)4C n Vr.w l 71[DIY-lm o M .J aaa a< JA : ;L T M Vr.m ^t , 11 1'aiA IL IXRT/ADY_l9A[ Vr IIOIW..TN y Y• 4J . J{ J{ �• AIR v taw VD°` ue vA•.syr naw-Tw a. aa. u au n r Itv N�1 ,'":I.'.;R '•' e(x�'y V w tIX YIINtmI V( I mN i Lr.M• Tl I. Ln III AJ 83 x las K, nNIIIY Yl mol a yr.Ta• ',J u as J{ r I� A. • ' '� xrsa 4 �y,`Y Y 1L' tOl { f L N V!' .1{• ilaW�fN W Ift {A Kl JA IA ,, Ali NOTES, (D) DENOTES EGRESS WINDOW / I" w ALL WINDOWS SHALL MEET OR EXCEED MINIMUM WIND PRESSURES AS PRESCRIBED (b) DENOTES (GRADE FLOOR ONLY) EGRESS WINDOW PAF"jr f• IN SECTION R613, TABLE R301.2(2) AND TABLE R301.2(3) OF THE RESIDENTIAL CODE (c) DENOTES NEW YORK EGRESS WINDOW BOA ES INC. OF NEW YORK STATE. ^ °'war".'+1, r4 I7092 SEE CALCULATIONS MANUAL APPENDIX 'G' FOR WINDOW AND DOOR /JDrJ 41-JAJJ r"Y1-4M ALL GLAZING IN HOMES ERECTED IN WIND BORNE DEBRIS REGION° ° iAL) 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 APPENDIM. X 'G' FOR WINDOW AND DOOR N A47 RESIDENTIAL CODE OF NEW YORK STATE, MANUFACTURERS' ENERGY CODE COMPLIANCE Dep 1,8 JAM OS AM DW NOTE SHINGLES TO HAVE 6 NAILS PER SHINGLE THIS PRINT IS OK TII BE BUILT 1112- x IS GA X STRAP EVERY JACK Bi NAILS 5 EACH SIDE DBL STRAPS FOR 90 NPN R HIGIER n DovN .Rt. Tov AND wr a KNEE VAL NAILS Btl 1' U. EDGE CODE 12' INTRNEDIA v / DPENINGS S'-0' R / ON EV 115E STRAP \ / ON EVERY JNA( STUD 2X4 BSHEAHG BENEATH CXTERIR AND MARRIAGE WALLS ATH SHEATHING HINT TACH AT EACH END V IBD NSILS'TOENAILED PD ST AEI FRpI /.,• / CND / /.:.. 1 112' n GA STRAP EVERY JACK Htl NAILS 5 EACH SIDE DEL POR FOR R O 90 rF4 R NIGHER 1 112' x 18 GA 0 / A / TRUSS Btl SRY NAILS EAI S d17INER OI E 5 EACH SIDE / DBL STRAPS PR / 110 90 MH R NIGHER / 1 1/2' x 18 GASTRAP / TRUSS Btl SRY NAILS5 EACH SB / DBL STRAPSBFOR VV br 0 OSg 3' TIC 90NHP OR HIGHER BS.Y' 1�1 I6, BRNAILS AND 101IOrl STAGGERED / USE SANE NAILING / AS fRRI VALI 05'H e OE NEW SHIPLDOS'/ 0SB VIM PCS NA ILED SE tl NAILS S 3' D.C. GGEAT FL RPERIMETER STAERD 5 �(`�� (/ZOO \y r 0 S r- NAIL! Btl G' OC. 6 wEDGE 12' INTERMEDIATE 71I W Btl NAILS 7 O.0 STAGGERED 2 V 'OP AND BUTION BING A SPL E A FR r$ ' Btl NAILS 3' D.C. AT BLOCK SPLICE pR�FESSIONP` 1LOCKING AT SPLICE OPT , T W O STORY 4-0' ERR CORNER Of HOUSE / TN£PG£O£ 90 MPH, 100 MPH, 110 MPH `Z EAL P£R/'£CT/ON FASTEST MILE WIND ZONE TECO T H STRAPS J fJJ'G�j �E[� TO ATTACH TO LVL f(off/,J INC. DRAWN BY, DATE SCALEi LAIR. FILE IO R PICK EVERY P-0• RC. FL OROFRANCHES O FIRST A FLS M Y I�A'•I'-0' NW AAB OFF/( E • F' ' " 1f�ING 1 ALL N 'ASTE 8 w L %E EED AP RO D AS NOTED TESTwc _ R - .VERING DATE a'D 8.1343 - COMPLY WITH ALL CODES OF FE ✓BY: I`�= NEW YORK STATE &TOWN CODES t,JT Y BUILDING DEPARTMENT AT AS REQUIRED AND CONDITIONS OF 7651802 SAM TO 4PM FORTHE ahzL_MpoLDTovmZBA FOLLOWING INSPECTIONS: i FOUNDATION - TWO REQUIRED SQUmoTDWNROOM FOR POURED CONCRETE iOLDTDWpTBUS1EE$ 2. ROUGH - FRAMING & PLUMBING I INSULATION I:aR.Y.S.DEC 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C 0. n ALL CONSTRUCTION SHAL'_ MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR ALL CONSTRUCTION SHALL DESIGN OR CONSTRUCTION ERRORS. MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. noDD ME PLUMBER CERTIFICATION W ER"46" ON LEAD CONTENT BEFORE COMPLY = _ �_— __. ------^_� _._._ -- --__._._ FLOOD DAMAGE PREVENTION CERTIFICATE OF OCCUPANCYI SOUTHOLD TOWN CODE. SOLDER USED IN WATER �I SUPPI "S` STEM CANNOT EXC- - � nFl%LEAD. :I UNDERWRITERS CERTIFICATE REQUIRED DO NOT PROCEED WITH 4 'G "i y '- 04IL' FRAMING UNTIL SURVEY -- h-- -- - k- ----- -= ------- OF ---OF FOUNDATION LOCATION I l� HAS BEEN APPROVED. ly - -- J 7 = "— — r= 1 I -- 0 -- I I ---------- - ----- -- -- 40 o' -- --- - - s 41 - r All r } " T14r I t AWWA M SMN WIrIptlT Sitl!lknK 7lDns4Yr6eaMMdtpFal�wp rtrei ;MA 'air OWANOW"MM rroux m. — mann •wM•Mn. M.awm t""eo°�"hnbA1p"n. wis•w� tnMiil+!r•t�W�t+.,a�WNblti•Mtil'oanrrMrs'rMishYrwdpsiemet�Tmcwtt�T_T6r s..•aar w.gh�ir,m.sl shwi..sn.. nxs-►.xlW �'' May aipoWlomWtptY • 1Mdw¢w�MWN�?�N4�tM�lr'++d�tAlwtYdertuwM , _ xvte is xo os • 4wMllMir�u t flwi�a r!!Adrlwsidftln'MpebiY6du/VNapt4"seatan �. 4tp�hlli' dtt4Ma•M rC1ht wMuplaaN>ritwnhhRdoi''M __ • -OMMpM�ar1arAM1�6irlal�oMlbi4nedM.bYl'MnMlMu.pitp'•;teio•g6•d+NIaalNpMMa.mMdiQAYlirti6l>''ati�l+sl�►rl:i9peJ!oigitMlaYdtrtrpd►MddMtturtr r lotpa*oitlprrr - om` ` W20 xo.s 17, 'lloa a.vra 24 40 w*JndgVAvA WhOVOO M401ii �M It Y4 ot240 SrR -- (1)b @4OC i 4e« sa 72 15 dldrMopplf -----^— ' ;MiwlYitWwr�� IMisiar?�ur'iMiW*IlwdbfYY(f)'rauri 4,wliaNwi� - s"" . 1ptbiitreyyprta44M'ptlrWr–Maaturpr, pt1 •ateT,•e1MM iwt«ar - a.MYyMyl +f+FwarYk '*p�MJM'q'Jt�,'�i lYwt+rNdo+PonMw+ , + iX11�N'rtW:i'4MMt1�!t1tMMlretinRp itM�4MM1M►►1•a!Mf!'��MrwwM. ratE x' • � ,d' sr,.yy�_C ,.fit y�,j�ypMtdet Slwn•—� • tai)+�e1pw,MM++iK2,¢?' t�F+M'^2!6'AywASbslie/r ^fM!HWmn1SW1VH2X4M%6WCfW sIO.tow % ,DLc SRL DOLTS M WINflteteOMtt.A.11e1011T fkwMfn�ia.l • r lLt�t�LronowoNlwav x,4011 Mfi1Mt baom4�WM•Whil""M - .� �' SM a ( , K" W.itht ",+i , 14 76 M 4o 'n, sa N r -dAar.rMnadlrtrwmeYlYM 32n6 xs ox ox oa 0.4 0s 4.0 .�m,�.:' -,•'ti .ono m 2.9 0.1 0.1 0.2 e2 OA 0.7 1.1 - PDUNDATIQjtlUEZ,11sWN WAIL 48124 3.4 � _ ' 01 0.2 oa 0,4 1.0 scale. i"+t,.0" • W i idow and glW prwodlop-Awn meet A i t ASTME'18a6.47 and ASTME 19" paragraph 6,or struound shutten'Wkh uttathed hardware provided.DetdM meet ---c„,a orBuil de the«quireiueW o['Nep YorkYor 1149j�y, _ SIMte te Building Co . ryY.rPi�. ?k ' .' pi11W hoi.i I, ? 4 . f'y�►1ls+M"M+�l: 'f� hlrlHLeG)� f. AM -MON11 'N 911- SIA V0.1;r to za . A/L d " seg c W7,co .1 SCA , ! NOTE. �Q r1tr,. 7+tirr : All 120'mph wind requirements per New York State Building Code shall be �a�2o,, • �1 . ' i - � complied witl?'including WFGM prt8ettiptivt design Table 3';2'H calls foF ' )oo.+ 64 G wJ ab 4 d 1, using %x" anchor bolts, IV lung and spaded Q 3t)"4i.¢.and'$isnpsxnL L TP4 1114" x 20 gaga straps with 4 8d common nails or lod boz nails per table 3.48 sill to studs @ kG' O.C. 4" 4.,�C+' t A~i6l�opri d 1.. 1T41 ' {4.' ' b• . � 1i'fi61+ � ENRp�ptiy� !"1��, ��1�Mr. �.�� ,��. �+�(rl� ' @Water - 021 i