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HomeMy WebLinkAbout30482-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31358 Date: 12/28/05 THIS CERTIFIES that the building NEW DWELLING Location of Property: 2290 HARBOR LA CUTCHOGUE (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 103 Block 1 Lot 28 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 1, 2004 pursuant to which Building Permit No. 30482-Z dated JULY 14, 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 ONE FAMILY DWELLING WITH COVERED FRONT PORCH AND ATTACHED TWO CAR GARAGE AS APPLIED FOR PER ZBA #5524 DATED 6/3/05. The certificate is issued to LEONA M WHITE (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF REALTH APPROVAL R10-03-0116 09/13/05 ELECTRICAL CERTIFICATE NO. 2036780 06/17/05 PLUMBERS CERTIFICATION DATED 07/14/05 SACK GISMONDI Authorized Signature Rev. 1/81 Form No.6 TOWN OF SOUTHOLD � 2 8 BUILDINGTOWN HAL DEPARTMENT I I9 �,3S 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (8-9 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 I%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 L Certificate of Occupancy -New dwelling$25.00, Additions to dwelling$25.00, Alterations to dwelling$25.00, Swiumting pool$25.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy- Residential $15.00, Commercial$15.00 Date. /O -Z8 'O New Construction: t' Old or Pre-existing Building: (check one) Location of Property: 2 2-80 x/09'e 3o C 1A-NE CUiGHO G UE' House No. Street Hamlet Owner or Owners of Property: �oi86-2 i t ZE04/A 6461f1/7-C Suffolk County Tax Map No 1000, Section /000 _ Block /O 3 - Lot 2-8 Subdivision _ Filed Map. Lot: Permit No. 30 *$ 2- _Date of Permit. Applicant: &?,0027- 60AN 7-C-- Health Dept. Approval: 2 to -0 3 ^ O/ to Underwriters Approval: Planning Board Approval: _ Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $f C-0 z 31358 � pL 6� 1 O O Applicant Signature cPrJcPrJ�cJrJcfcPcJcic Pr�r�cJrJrJ�cPcPr1�c!rJrJ cPrJ� rJ�rJ� cPrJrJ c1�rP rPrJ�rJc noJrJ�rJrJ rPc1rJ�rJ�rJr PcJ�cPcIan cM 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY C5 40 FULTON STREET — NEW YORK, NY 10038 S 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 5 BRIAN BROOKS ELEC. INC. ROBERT WHITE 5 5 BOX 1001, 455 BEEBE DR. HARBOUR LANE 5 CUTCHOGUE, NY 11935, CUTCHOGUE, NY 11935 CCJ 5 Located at HARBOUR LANE CUTCHOGUE, NY 11935 cj crc5j Application Number: 2036780 Certificate Number: 2036780 5 Section: Block: Lot: Building Permit: BDC: ns11 5 Described as a occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 55 Basement, First Floor, Outside, c5 �C A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed C� herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 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 Day of 17th June,2005. 5 Name COTY Rate Ratine Circuit Type 5 5 Miscellaneous 5 5 modular house 5 5 rj N.Y.state approval#19-25144 5 Mfg-Apex Homes Inc. S 5 serial# 8402 5 Alarm and Emergency Equipment C 5 Sensor 2 0 Carbon Monoxide 5 5 Appliances and Accessories 5 5 Furnace 1 0 Oil 5 5 Wiring and Devices SFixture 4 0 Flourescent Fixture 4 0 Incandescent 5 5Receptacle 1 0 GFCI 5 rSwitch 2 0 General Purpose I' 5j Service 55 5 1 Phase 3 W Service Rating 200 Amperes 5 I�' Service Disconnect: 1 200 cb seal 5 5 Meters: I 5 5 1 of 1 5 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 5 o ��sss����rsrv 1 a on Man,5:3045 Min ROFA F' C�. zlos 1179 � w4hRip, NE!yuYnalt 14974 7¢los+nan�l5t ) ett6Wn� OFFICE OF TH6 BUILDINCA INSPECT-OR TOWN OF SOUTHryOLD �y baa} ltc.l.ng parmIt jVca 01f nor AsEde kte- �smoL Lai, 61 ve I certify that thl "Oldox V464 in tho wat': Pr vcnta�nq 1480 then 2/10 of It 1044, ,;V:.I�N J.MAGY Notary Public State of New York No.4896795 Qualified In Suttolk County 0worn to before mo f::e,Av Commission Expires May20AZ day of 40tAry public, 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. 30482 Z Date JULY 14 , 2004 Permission is hereby granted to : LEONA M WHITE HARBOR LA CUTCHOGUE,NY 11935 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA APPROVAL AS APPLIED FOR at premises located at 2290 HARBOR LA CUTCHOGUE County Tax Map No. 473889 Section 103 Block 0001 Lot No. 028 pursuant to application dated JULY 1 , 2004 and approved by the Building Inspector to expire on JANUARY 14 , 2006 . Fee $ 1, 448 . 40 } f / � ho ized natur. ORIGINAL Rev. 5/8/02 r Ir 'A APPEALS BOARD MEMBERS 449, Southold Town Hall Ruth D. Oliva, Chairwoman , 53095 Main Road Gerard P. Goehringer y Z P.O. Box 1179 Lydia A. Tortora _ • Southold,NY 11971-0959 Vincent Orlando y �! Tel. (631) 765-1809 James Dinizio, Jr. ��7 t t �a Fax (631) 765-9064 http://southoldtown.northfork.net RECEIVED / -f�a/ BOARD OF APPEALS 9 rU0,� TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATIOt``• 4 MEETING OF JUNE 3, 2004 Southold Town Cierk ZBA#5524 - LEONA WHITE. Property Location: 2290 Harbor Lane, Cutchogue; CTM 103-1-28. SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse e ec on the environment it the project is implemented as p anne . PROPERTY FACTS/DESCRIPTION: The applicant's 14,000 sq. ft. lot has 100 ft. frontage along the west side of Harbor Lane, Cutchogue, and is vacant except for a concrete slab that remains in the northwest corner of the property. BASIS OF APPLICATION: Building Department's March 25, 2004 Notice of Disapproval, amended March 29, 2004 Notice of Disapproval, citing Code Section 100-244 in its denial of a building permit application concerning a new dwelling (with a porch) which will exceed the code limitation of 20% of the total lot size. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on May 20, 2004, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: Applicant wishes to construct add an 8 ft. by 33.5 ft. front porch to the new house, as shown on the July 11, 2002 survey, amended March 24, 2004 by John C. Ehlers, L.S. with a lot coverage of 21.4%, or 2993 sq. ft. total (code defined building area). REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of the relief requested will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The new house was designed as shown on applicant's elevation diagrams as a two-story custom cape. The house will be among many in the neighborhood that are two-stories along Harbor Lane in Cutchogue. The one-story front porch addition will measure 8 ft. by 33.5 ft. and is typical to this style, with a natural look in this setting and with +/- 50 feet between the porch and the street. ( ` A Page 2—June 3,2004 7 ZBA No.5524—Leona White CTM 1000-103-1-28 at Cutchogue 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant is not able to achieve this curb appeal without a porch design at the front of the house. 3. The variance granted herein is not substantial, with a 1.4% increase over code limitation of 20%. 4. The difficulty was self-created when the new construction was designed and planned without conforming to the current Town Code requirement. 5. No evidence has been submitted to suggest that a variance in this community of single-family residences will have an adverse impact on the physical or environmental conditions in the neighborhood. 6. Grant of this relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a porch addition, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Orlando, seconded by Member Dinizio, and duly carried, to GRANT the variance as applied for, as shown on the 7-11-02 Ehlers survey last amended March 24, 2004. 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, Goehringer, Tortora, and Dinizio. This Resolution was duly adopted (5-9". J Ruth D. Oliva, Chairwoman 6/8/04 Approved for Filing FORM NO. 3 NOTICE OF DISAPPROVAL DATE: March 25, 2004 AMENDED: March 29, 2004 TO: Leona White 2290 Harbor Lane Cutchogue, NY 11935 Please take notice that your application dated March 24, 2004 For permit to construct a new single familv dwelling at Location of property: 2290 Harbor Lane, Cutchogue, NY County Tax Map No. 1000 - Section 103 Block 1 Lot 28 Is returned herewith and disapproved on the following grounds: The proposed new dwelling, on a non-conforming 14,026 square foot lot in the Residential R-40 District, is not permitted pursuant to Article XXIV, Section 100-244, which states that, non- conforming lots less than 20,000 square feet in total size, are allowed a maximum lot coverage of 20 percent. Followin onstruction total lot coverage will be +/- 21 percent. T s ermit Was amendd on Marab9, 2004 to correct an error. Da li ermit E Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Z.B.A. a pf SOplyO TOWN OF SOUTHOLD BUILDING DEPT. 'o, 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATION ] FRAMING / STRAPPING [V] FINAL FIREPLACE A CHIMNEY IN ] [ FIRE P SAFETY] S SECTION REMARKS. I ?( r vv \\ led .,d4d� V Qr • DATE INSPECTOR � f i rte. �V `rcy ,►t, � oF SOUP4nt 3 6 g �Lz- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [FINAL 4 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE ����� INSPECTOR SOOryo`o TOWN OF SOUTHOLD BUILDING DEPT. 76S-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN A [ ] FRAMING / STRAPPING [ FINAFIREPLACE A CHIMNEY [ ] FIRE INSPECTION 0 REMARKS: C z Com, U) DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION r . [ ] FOUNDATION IST 1--1 ROUGH PL8G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE � �S © INSPECTOR r 765.1802 BUILDING DEPT. INSPECTION [ ] F NDATION 1 ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: b. J)A {*j DATE ® INSPECTOR- '� 76S-1802 BUILDING DEPT. INSPECTION [ /FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: �y 6,p A 2s e �ag oldko ED DATE ` INSPECTOR JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck,N.Y. 11952 (631) 298-7116 To: Town of Southold Building Dept. Re: Front Porch Certification White 2290 Harbor Lane Cutchouge,NY 11935 Permit# 30482 To Whom It May Concern: After an inspection of the framed front porch at the above mentioned property, it is deemed that all construction, (Footings, Strapping, and Framing)was done correctly and in accordance with all state and local codes. Any other questions please call. ' ., incerely �Qa� •� 5 w� James . erkoski FES t1 Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release ld Data filename: Untitled.rck PROJECT TITLE: QN-I 16051NY COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non-Electric DATE: 04/28/04 DATE OF PLANS: 4/28/04 PROJECT DESCRIPTION: FUTURE SURROUNDINGS/WHITE#4 *, ••• , ft 46 DESIGNER/CONTRACTOR: S "tom i APEX HOMES, INC. . •"� 247 US HWY 522N MIDDLEBURG, PA 17842 '. COMPLIANCE: Passes Maximum UA=397 q 9 Your Home UA=393 1.0%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 2168 30.0 0.0 76 Wall 1: Steel Frame, 16" o.c. 1368 19.0 0.0 102 Window I: Vinyl Frame:Double Pane with Low-E 234 0.340 80 Door I: Solid 19 0.200 4 Door 2: Solid 40 0.200 8 Door 3: Glass 61 0.340 21 Floor 1: All-Wood Joist/TrUSS:Over Unconditioned Space 2168 19.0 0.0 102 Furnace 1: Forced Hot Air. 89 AFUE COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge, belief, and professional judgment, such plans or specifications are in compliance with tis ode. Builder/Designer_ 't. l_ �; Date 4 l4 w STATE OF NEW YORK DEPARTMENT OF STATE 41 STATE STREET ALBANY, NY 1 223 1-OOo I GEORGE E. PATAKI RANDY A. DANIELS GOVERNOR SECRETARY OF STATE February 25, 2003 Mr. George Clark Vice President of Operations Apex Homes Inc. 247 US Highway 522 North Middleburg, PA 18504 VIA FACSIMILE TRANSMITTAL RE: M 1168-02-074 System approval- CONDITIONAL Dear Mr.Clark: Issued herewith, in response to your December 06, 2002 application for approval of a Detached One- and Two-Family Dwellings and Multiple Single-Family Dwellings(Townhouses)System of Models is Factory Manufactured Building Approval designated M 1168-02-074, as authorized under Part 1281 of the Uniform Fire Prevention and Building Code. Buildings manufactured under this approval are limited to installation on sites meeting the following criteria: 1. The Seismic Design Category as determined by geographic location and soil Site Class is limited as follows: Seismic Design Category A,B,C for Detached One-and Two-Family Dwellings. 2. Calculations for snow drifting on lower root's&sliding snow loading must be explicitly addressed for each individual plan submission. Tabular loading values within the system (snow drift chart) must be specified for each individual submission. The plan submission must include engineering data for structural members which will address the increased loading within the drift area. Supplemental Conditions of Approval In addition, the conditions tinder which system approval is granted are: 1.The manufacturer is to submit to the Division a duplicate of the permit set for each dwelling to be installed in New York State. Each permit set is to be sealed and signed by an architect or engineer registered in New York State and is to bear that architect or engineer's certification that"the plans and specifications of the permit set are derived from and consistent with the plans and specifications associated with this approval on file with the Division and this conditional approval letter." The certifying architect or engineer may not be affiliated or associated with the manufacturer's quality assurance agency. The following are specific requirements regarding the contents of the permit set. 1.1. A set of drawings comprising at a minimum: L L I Cover sheet which contains information on: -Project location - Design criteria: listing of applicable design loads such as Ground Snow Load, WWW.D05.5TATE.NY.U5 E-MAILI INFO@OOS.STATE.NY.US Mr. George Clark February 25, 2003 Page#2 Seismic Design Category,Wind Speed,Live Loads,Dead Loads, etc. -Applicable building codes and design specifications - Energy code information: statement by professional of compliance with Energy Conservation Construction Code of New York State, 2002 Edition. Method of compliance and pertinent documentation shall be provided. -Occupancy classification -Construction type classification - General notes -Index of drawings -Manufacturer's title block - Certification, by design professional, of derivation from approved system set drawings and this conditional approval letter 1.1,2 Elevations 1.13 Floor plans which convey the information on: -Required and provided light,ventilation,egress,window and door schedules -Unambiguous identification of structural members - Smoke detectors and GFCI Interrupt protection 1.1.4 Foundation plan 1.1.5 Building cross section with information on: -Building integration(module connections) details -Location of required fire stopping -Roof truss bracing and structural connections 1.1.6 Roof system - Special requirements addressed (such as sliding, drifting or unbalanced snow load conditions) 1.1.7 Non-typical details(such as prow roof,cantilever beams,etc.) 1.2 Summary of references to system for selection of structural members. 1.3 Each page of drawings and calculations should be signed, sealed, and dated by New York State registered design professional. 2. The manufacturer will submit a weekly report summarizing (listing) all permit sets with information about project location,production serial number,and NYS insignia number. 3.The manufacturer will promptly address the deficiencies of submittals. 4. The system conditional approval is subject to termination upon evaluation of compliance with the provisions of the Uniform Code. 5. The Division will conduct quality control review of permit set submittals to evaluate compliance with the above conditions and with the provisions of the Residential Code of New York State. Deficiencies will be reported to Manufacturer name and are to be promptly addressed. The approval is indicated by the New York State Department of State"Stamp of Approval" placed on the accompanying set of plans and by the qualifying letter dated February 25, 2003 A copy of the first two pages of this letter shall accompany each set of plans submitted for a building permit and be deemed a duplicate original George E. Clark, Jr. Director Division of Code Enforcement and Administration enclosure cc: PFS Corporation 02-074CAL.wpd FIELD.INSPECTION REPORT TE COMMENTS FOUNDATION(1ST) Z " ' S �`e v R ----------------------------------- FOUNDATION(2ND) ROUGH FRAMING& PLUMBING � H G a INSULATION PER N.Y, STATE ENERGY CODE H c � C FINAL r 04 ADDITI AL COMMENT a � m rn-o z m z d Z s b O H rz fi m w � o � b H TOWN OF SOUTHOLD r %6 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. �jC� Check Septic Form N.Y.S.D.E.C. Trustees Examined ( ,20 Contact: Approved ,20 `� Mail to: Disapproved a/c Phone: Expiration ,20 Butt nspector APPLICATION FOR BUILDING PERMIT Date Jury ( 20_9 y INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. nature of pplicant or name,if a corporation) /�0 cJA,etUaJ i)t(. So.r taocr7 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ' 03cscT MWNjio,'2- Name of owner of premises L,;r-o,va W H,z— (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. Other Trade's License No. 1. Location of land on which proposed work will be done: 2a-9h NlAK/SOe `N. t-406c,cz�— House Number Street Hamlet County Tax Map No. 1000 Section / 0 -3 Block / I1kAf`'W, ' Subdivision Filed Map No. (Name) r,� 1 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 3. Nature of work (check which applicable): New Building x Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stones 8. Dimensions of entire new construction: Front �0/ Rear 6I ' Depth 3 Height -,23 ' 6, " Number of Stories ,.-'5 ' C 6ALA6�- 9. Size of lot: Front /00 Rear /00 ' Depth /','B 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated Z� 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_NO 14. Names of Owner of premises G OA),' tJR,7& Addresso96t) NANSoa- [.n>. Phone No. '73116- S 2E4 Name of Architect Address C-`*c-F4c�0uL�r Phone No Name ofeonttactor SrArtU tisnoe Address /5-o tJJa-w�y1L-j da Phone No. '7(n5-67i-7 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ?� * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) S i AC[-ti -2iJ N6being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the -� ztaxnI c-r� (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this � dayof �J�200� N Public �/ Sign6ttirre of Applicant BONNIEI.DOROSq Notery Public,State Of NaurVA No.O1D06095325,SuNoNi Term Expires luh J,20 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 survey www. northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined 20 Contact: Approved 20 Mail to: Disapproved a/c 3 .?S ' Phone: Expiration 20 C; Building Inspector /J r�On/ ✓�Kl{.Llf "AR 24 2004 APPLICATION FOR BUILDING PERMIT t Date 3 w?3 , 20�_ INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. , e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Sign_ e of ap licant or name,if a corporation) /Sv GJAlr,L✓,n..) fJ,c SwTiq o 119-74 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder �KDs�c r MAfJa&,W— Name of owner of premises L v 0A/A W fA i i t (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. Other Trade's License No. 1. Location of land on which proposed work will be done: _ YA430(4 Lp&)& CttTcata6uc — House Number Street Hamlet County Tax Map No. 1000 Section 103 Block ( Lot a R' Subdivision Filed Map No. Lot (Name) 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 3. Nature of work (check which applicable): New Building x Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars oz- 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 S. Dimensions of entire new construction: Front i� I Rear (0 1 ' Depth 3 5 .S Height o?,3 'r Number of Stories I �nCAG�- 9. Size of lot: Front ® Rear /Oo Depth /0{D 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 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO-K 14. Names of Owner of premisesL�w,4 w;t1n Address la NAwg,,.c c,il Phone No. 73y—S-285/ Name of Architect Address Phone No Name of Contractor ICTu2c; fu,K'tw'jo,,,.)b s /tic- Address 15b Phone No. '7&5--(.-7/ 7 So,A Tldo�o 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO 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 ) SiF�c'L34 (31SI-40K.2being duly sworn, deposes and says that (s)he is the applicant (Name of individual signink contract) above named, (S)He is the flR0 - — rJA b (Contractor, gent)Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before methis�^ 3 day of A ,ba" 200 Votary Public .-)Signatdp616f Applicant JOYCE M.WILKINS Notary Public,State of New York No.4952246,Suffolk Co mtyy Term ExpiresJune t2, 60'7 SURVEY OF PROPERTY ®� N 51TUATE: CUTCHOGUE TOWN: 50THOLD W _ ` E SUFFOLK GOUNTY, NY N SURVEYED 01-II-02 VACANT AMENDED 08-II-03, 02-25-04, 03-24-04 S 5UFFOLK COUNTY TAX a AG A~T 1000-103-1-28 CERTIFIED TO: - LEONA WHITE _ Front Orb now or - Vie 11 in _ formerly c . ._ ezKCNg''m° c�petic In reOr ' Robert qac n[o�w O TEST HOLE Elev= 19 Wen '- -- - Bork loam - - - - IS' _ t 00 I loam 25 10.•.' •"ceryl coarse re��-. � O �S 5ond = medium sand -nr r W- 3x.5__ $* DyyF�LING We _ _ _ _ 2' pm z '•>. �O ��_ � SePtio 0 Q =1,23Y u coarse 5 s 945' S GROUND oae revue io�9 ,�^� 10WATER a trfa�1e 1 1Yv.W pWELLIN6 - p� Vlf � �% Well In Front S8 We 5petiG In rear Formerly of /�}'/y Septic 00 a SdeNo Ann Or bhianda d h We\\ phy1115 J, r " S 1 NOTES: - ■ MONUMENT FOUND O PIPE FOUND _ �d AREA = 14,000 5.F. OR 0.32 ACRE JOHN C. EHjXRJ- LAND A D--SURVEYOR 6 EAST MAIN STREET N.Y.S.LIC. NO. 50202 &RAPHIG 5GALE I"= 40' RIVERHEAD,N.Y. 11901 T - � � r' 369-8288 Fax 369-8287 � REF.—\\Hp server\d\PROS\02-222b.pro - SURVEY OF PROPERTY NTUATE: GUTGHOGUE TOM- 50THOLD � W SUFFOLK COUNTY, NY u SURVEYED 01-II-02 AMENDED 08-11-03, 02-25-04 SUFFOLK COUIv''iY BEPART?viEATT OF HEALTH SERVICES V AGANT SUFFOLK GOUNTY TAX 1000-103-1-28 FERMIT FO` F,s I'ebJ`J a?,OF f Oi4STRUMON FOR A 6-2dv:,E F ARTILY R SMEP CE ONLY CERTHM TO: BAT" R -Q3 (IS REP.NaIR 14-O3-OIIdo -- -- LEONA WHITE - J - APPROVED _ FOR MA YMIUM OF�BEDS CMS �ew�n Fi °nr Lo"a"O'"or rear Robed�te �'°�roir , 5petic in EXPIRES THREE YEARS FROM DATE OF APPROVALSept TEST � HOLE �Icvl SC1J o2_2 [ �L� - __ Elev= 19 O dark loam -- C _ _ __ 15' Tight loam f 5 - - - - 25 �� coarse sand — = medium 0 St • sand 4 � SEAcONAL y,Ieil Tr b W— gns'__ DWELLING ___ _ 12 24d SSG m z •... �O � � 5eptio _. �o 0 9„ � O u vaaP� ✓ '. r r �9 coa se vEvw i Q oR /� ffT't Sand m e V IT 1 may. S -1 — GROUND may use r4ATER a a 140 0, s%'1001 ,�c7 pWELL s1� ^ G 5petic in rear weir ♦ -,rd Ann GM nd 9d . 5eptrc pphyllls D-ZwPryGh .:' i�, Lf a I k s < ' o 0 Ir I NOTES: `aL�t'+ � .y` pip "G VACANT - 'NyYi „�'� c F ■ 5eP ttc .aw..,. ,d._ �.�o .o ,o �». a 1. %tFa: x°.4 MONUMENT FOUND ,�• O PIPE FOUND AREA = 14000 S.F. OR 0.32 ACRE JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S.LIC.NO. 50202 GRAPHIC SCALE I"= 40' RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.—A\Hp server\d\PROS\02-222b.pro� (�Eizm�r� 3a4'8z. 5URVEY OF PROPERTY SITUATE: CA.MCM064LE ®� N TOWN: 5OT14OLD 5 SUFFOLK GOUNTY, W N w E '.. 5URVEYED 0I-II-02 w VAGANt AMENDED Ob-11-03, 02-25-04, 03-24-04, 0-7-Ob-04 m S' FOUNDATION LOGATION OG-02-04 Vp.GANt SUFFOLK COUNTY TAX n 1000-103-I-2B CERTIFIED M.-1-:0 0 LEONA WHITE - owELuNG Land now ar Weli In front -- FofinerW OFv -y I etlG In fear Roberi V.hite 5r� Y Wen ---- C 140- ' 10"w I �AGANt V ,. cn N 00 J o y4o - SEASONAL y.1eu ��r r pydELLIN6 I m n � I 8 1 1Mp rehce o09 � � oao 0 140. 0 ure 9 2009'1o" front Sg7'eV t^�eI' Spetic in rear \\ Land Now or Folo dpNs F ,... SePt'L - ��1�115 1.t NOTES: t r •c ■ MONUMENT FOUND c�ppelL - ND AREA 1. O PIPE FOUND " ' ._. _._,.��_o �.. a? AREA = 14,000 S.F. OR 0.32 ACRE JO1Z1V C. EHLERS LAND SURVEYOR ' &RAPHIG SGALE I"= 40' 6 EAST MAIN STREET N.Y.S.LIC.NO. 50202 RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.-1\Hp server\d\PROS\02-222B.pm SURVEY OF PROPERTY N 51TUATE: GUTGHOGUE TOWN: 5OT 4OLD W SUFFOLK GOUNTYr NY 5URVEYED 0-7-II-02 AMENDED 05-II-03, 02-25-04, 03-24-04, 0I-06-04 FOUNDATION LOCATION 09-02-04 FINAL 5URVEY 06-05-2005 �® '. SUFFOLK COUNTY TAX �' ��y. 1 ..... 1000-103-1-2b >' h¢ ��OLX001NrfT1�i1��►�ACIf� SUFFOLK GOUNTY DEPT. OF HEALTH N � HaprfCtlDYJORKSitiI 5ERVIGES REF. u RIO - 03 - 0116 N -SEP Atm � y r(� ' FFF > CffitTIFI®TO: Londe ow eFr m E 1� H.S.��. For 6ormo^ d {���� JOOn A. ) .nV MIM�O��Old WNW�"J �S LzMb vvbia& 140.00 _ y rd�;;awbylsD� more*V= rsw�a.uiwrr Commonwealm Lend 15tle Inwnao�x r opl'10"w _ 0 91 be y rOR A 1M70 OF �Qi001� Sgt eD4e�o ,a �C�o /lam � Ln f� _ 35 Q w;WJ. .ra 3 r o T' o oft*d waglrw4w mwwvnllrt O _ L- �$ OO h - 24' LA d3 FrameStory C Qt 0 a , P 'm z, O � 36 C � line V wood .encs along 0 0o encs � a ° 140.00 w 882°Ol Land Now or Ghlo do�d e �ppylu�D. ZworycF. �qwrF f a.n ' a NOTE5: ■ MONUMENT FOUND 9 O PIPE FOUND r; RE-- JOHN C. EHLERS LAND SURVEYOR AREA = 14,000 S.F. OR 0.32 AC 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 GRAPH_ IG 5GALE 1"= 40' RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.—\\Hp server\d\PROS\02-222B.pro 1 2 6 (::ORANCH BI-LEVEL T-RANCH L-RANCH SPLIT LEVEL T-SPLIT LEVEL A-1 COWS 3J) (➢VG lU (DW4 31) (DVC. 31) (DWG 31) O1B>U CAPE 31 41 5 (m(a 32) i i TWO FAMILY RANCH TWO FAMILY BI-LEVEL SINGLE STORY/TWO FAMILY (OFFSET) TWO STORY mWR 3.0 UyVG. yu TWO STORY/TWO FAMILY ODVf 34) TWO STORY/TWO FAMILY (OFFSET) TWO STORY/TWO FAMILY DWG. 32) (V1(R 32) mw as mv6 32) CAPE w/ SHED DORMER CIVIL 32) DRAWING INDEX DESIGN BASIS PG B DESCRIPTION 7 B Al COVER SHEET TRUSSES, AIS-12 ELEVATIINS 16• O.C. - 60 PSF TOP CHORD LIVE LOAD 3-1. FLOOR PLANS 10 PSF TEP CHORD DEAD LOAD TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGEMENT, AL5 ELECTRICAL PLANS 15 PSF BOTTOM CHORD LIVE LOAD THESE PLANS (AND SPECIFICATIONS) ARE IN COMPLIANCE WITH THE 41.6 FOUNDATION 7.5 PSF BOTTOM CHORD DEAD LDAD ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE, A2 TYPICAL ELEVATIONS 24' O.L. - 40 PSF TOP CHORD LIVE LOAD 2002 EDITION AND CONFORMANCE TO GENERAL PROVISIONS OF CHAPTER 5, A3 TYPICAL ELEVATIONS 6.7 PSF T13P CHORD DEAD LOAD SECTIONS 502, 503, 504, AND 505. 44 OPTIONAL ELEVATIONS 10 PSF BOTTOM CH13(D LIVE LOAD e 0 AS FLOOR PLAN MASTER 5 PSF BOTTOM CHORD DEAD LOAD 3-BOX VIDE RANCH 3-BOX WIDE TWO STORY (IVR 31) (IVa 32) A6 I FLOOR PLAN MASTER RAFTERS] A7 I PAGE HAS BEEN OMITTED 40/45, 60/65, 6 80/85 G.S.L. (WORST CASE> AB TYPICAL BATHROOMS 10 PSF - DEAD LOAD 'SPACE RESERVED FOR THE NEW YORK STATE STAMP OF APPROVAL' A9 TYPICAL KITCHENS CEILING JOISTS (STORAGE), 4\10 TYPICAL KITCHENS 20 PSF • LIVE LOAD All MASTER ELECTRICAL PLAN 10 PSF OR ACTUAL WEIGHT . DEAD LINED / TffE PEAtY OF Al2 MASTER ELECTRICAL PLAN P.ERF�'CTION 14. TYPICAL HEATING AND ELECTRICAL FLOORS (NON-SLEEPING AREA) (#) doz TJ LY Y A141 PAGE HAS BEEN DOTTED 40 PSF - LIVE LOAD .J L TdTil]l!j7 �y -W-473 HvAc SHEET A14,2 PAGE HAS BEEN DOTTED 10 PSF OR ACTUAL WEIGHT - DEAD LOAD /-�/ o /F \ INC 6 z� A14A HVAC SHEET FLOORS (SLEEPING AREA). LL ll l JJ /�/� a A13 TYPICAL FOUNDATIONS 30 PSF - LIVE LOAD _,A(�OF•-wry A16 TYPICAL FMAOIATINS 10 PSF OR ACTUAL WEIGHT • DEAD LOAD 247 US HIGHWAY 522 N, MIDDLEBURG, PA 17842 All TYPICAL CROSS SECTIONS WIND LOAD (570) 837-2333 A18 PAGE HAS BEEN OMITTED AS PER ASCE 7-98 A19 CAPE V/ SHED DORMER SEE CALCULATIONS MANUAL APPENDIX 'C' A20 CAPE V/ SHED DORMER SECTION UPLIFTI G' A21 CAPE ROOF SYSTEM AS PER ASCE 7-96 Manufacturers No. M 1168 A22 CAPE ROOF SYSTEM SEE CALCULATIONS MANUAL APPENDIX 'C' 6 'E' 05-_26 PAGES HAVE BEEN OMITTED A281 PAGE HAS BEEN DOTTED UNBALANCED SNOW FACTORS FIELD INSPECTION NOTE ��►� ••A �0 A29 PROJECTING SECTIONS DETAIL 1.5 ALL CASES1*0 A30 PRDJECTING SECTIONS DETAIL WIND SPEED THE LOCAL BUILDING CODE ENFORCEMENT OFFICER SHALL APPROVE :` I. A31 PROJECTING SECTIONS DETAIL SITE REQUIRED FIELD BUILT WALLS BETWEEN DWELLINGS, A32 3 BOX CROSS SECTION AS PER ASCE 7-98 COMPLETION OF FIRE RATED ASSEMBLIES ABOVE CEILINGS 6 UNDER Imb46 A33 TYPICAL FRAMING DETAILS 90 AND 120 MPH AT 3 SECOND GUST _ FLOORS, HANDRAILS FIELD INSTALLED L ALL WORK DONE ON-SITE IWP A34 TYPICAL SECTIONS AND DETAILS NO A35 TYPICAL SECTIONS AND DETAILSTNp A36 PAGE HAS BEEN DOTTED DESIGN CRITERIA GENERAL NOTES NEW YORK STATE � •• ,,� A361 TYPICAL SECTIONS AND DETAILS A37 PAGE HAS BEEN OMITTED CONSTRUCTION TYPE, 5 CODE CONFORMNNC£- 10, ,V% A38 TYPICAL FLOOR / CEILING FRAMING THE ENCLOSED PLANS AND SPECIFICATIONS ARE THE PROPERTY O APEX HOMES, INC THE METHODS A! ,� A39 WALL SYSTEMS USE GROUPi R-4 O CONSTRUCTION DETAILED WITHIN SHALL BE KEPT CONFIDENTIAL ANY UNAUTHORIZED USE O THESE THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE ��11+� 1' DRAWINGS WITHOUT A40 WALL SYSTEMS APEX HOMES, INC.THE BCONSENT NCOMSIDERED AS AS'SUB -CONTRKCTIIRITEIN ALL BUILDING PRWMTS, THE RESIDENTIAL CODE OF NEV YORK STATE 041 PAGE HAS BEEN C ITTED OCCUPANT SUPPLYING A BUILDING COMPONENT TO A 'GENERAL CONTRACTOR' OR 'BUILDER'. THE SPECIFICATIONS M2 FIRE SEPERATION DETAIL MODULE AND TWO FAMILY DWELLINGS ENCIASSED ARE FOR DESCRIBING AND DETAILING,THETPROPER SSE O NA OUR MFACTURED BUILDING NOTES. f 2 2 M®LlE Alm ITS CONSTRUCTION COMPLETE PRRECT BUILDING DESIGN De. SITE, FOUNDATION, DECK, A43 FIRE SEPERATION DETAIL OR PORCHES, ETC-) SHALL BE BY THE 'GENERAL CONTRACTOR-. ALL NOTES PERTAINING TO 'IN FIELD', L THESE PLANS REFLECT TYPICAL DIMENSIONS. LUMBER GRADES, A44INSl1LAT1ON VALUES 'ON-SITE', OR 7Y BORDER' SHALL B: THE RESPONSIBILITY O THE 'GENERAL CONIRACTOP. SPECIES AND SIZES ONLY. REFER TO INDIVIDUAL MW AND 1/ESE PLANS MUST MOT BE SCALED FOR DIMENSIONAL REFERENCE. ALL DD934 N LINES AND CALC(LATIOS MANUAL SHOULD BE CONSULTED. -,OZ INSULATION VALUES MOUES SUPERCEDE ANY SUCH REFERONCES ALL 24' VIDE MODELS ACTUAL DIMENSIONFROM THE OUTSIDE FACE OF WALL FRAMING IS 23'-8', L FACTORY BUILON T PTIINS ONLY, 446 TYPICAL PLUMBING SCHEMATICS AND NOTES HOUSE TO BE ERECTED AT AND ALL L'B' VIDE MODELS ACTUAL ]DIMENSION FROM THE OUTSIDE FACE O' WALL FRAMING IS 27'-6'. A47 WINDOW AND DOOR SCHEDULEAND ALL 32' VIDE MODELS ACTUAL BMENSIN FROM THE OUTSIDE FACE OF WALL FRAMING IS 31'-6', B4I DB LCKB%P as ff. Am imm N FT4 A48 HIGH WIND DETAIL SOUTHOLD, NY. IN SUFFOLK COUNTY THE THIRD PARTY AGENCY SHALL BE PFS CORPORATION LABLS SHALL BE LOCATED AS FOLLOWS- 3. INDIVIDUAL (DISCRETE) MODEL PLANS DERIVED (M)YY�BNR MAI NNF�BN 45 LB. SNOW ZONE STATE INSIGNIA, DATA AND THIRD PARTY LABELS SHALL BE MOUNTED ON WALL SELDV KITCHEN SING FROM THE SYSTEM AND SUBMITTED TO LOCAL CODE ENFORCEMENT DFFICIAL IN CONNECTION COVER SHEET — IRC 120 MPH. WIND ZONE ( 3 SEC. GUST ) WITH BUILDING PERMIT APPUCATION SHALL BE 37 PSF. WIND LOAD ACCOMPANIED BY A MECCheck REPORT F, 1"18 aV, ROU rO SEISMIC DESIGN CATEGORY - C SNOW LOADING PER INDIVIDUAL SUBMITTAL SHALL BE LOCATED ON FLOOR PLAN (INCLUDING THE INSPECTION CHECKLIST) BSL/DRP 18 JAN 0 Al -V� RESERVED FUR THE NEW YORK STATE STAMP DF GA�m �TAUJE3 I . . . . . . . . . . . . FY=IFI M 13 L-LLiju FL1 .1-Y-1 ..... . . . . . . . . . . . . . x 1 1 1 1 111 LTHEW- 6 myx� RANCH SPLIT LEVEL &ABLE 0 CUBIC& r------------ TO . . . .. . . . . . . . . _�CANK� 1� �Tzbl I . . . . . . . . . . . . . ------------------- 4 FIA -71 I rm=o 1 t 1313 00 00. BI-LEVEL. NOTES. L SIDING SHOWN IS 4'j OTHER SIDING IS AVAILABLE; OPTIONAL VINYL- PERFECTION SHINGLES. HALF-RVUND SHINGLES, RANDM HAND-SPLII SHAKES f 2. EXTERIOR LIGHT(OR LIGHTS) TO BE SHIPPED LOOSE FOR CN-SITE INSTALLATION MY BUILDER TO PRE-WIRED BOX OR PIG-TAIL(PULLWIRE) 0 REQUIRED PER DOM) 3. SIDING FOR ENDS AND BOTTOM ROW IS SHIPPED LOOSE FOR DN-SITE I INSTALLATION BY BUILDER L------------------ J 4. HANDRAILS. STOOPS. STAIRS, GUTTERS, DOWNSPOUTS, AND SPLASH BLOCKS ARE TV0 STORY OR TWO STORY DUPLEX FURNISHED AND INSTALLED BY BUILDER IN ACCORDANCE WITH STA7E L LOCAL CODES 5 ALL ELEVATIONS ARE SHOWN WITH A 5/12 ROOF PITCH. SEE ROOF SYSTEMS DETAILS FOR OTHER AVAILABLE ROOFS DO NOTED c� 6. SHUTTERS, CROSSHEADS, DECORATIVE WINDOW PANELS, FYPON PRODUCTS, AND VENTS TO WT� ARE OPTION& ON ALL MODELS WT�W RMF 7. STORM DRAIN REQUIRED WHEN ONE RCCF PITCHES T12VARD ANOTHER 7 )CAW dil (DN-SITE NY BUILDER) . . . .. . . B. BASEMENT WINDOWS ME OPTIONAL FOR ON-SITE INSTALLATION BY BUILDER WITH MINI� SIZE REQUIREMENTS AS PER SECTION R310 Or THE RESIDENTIAL CODE OF NEW YORK STATE. SILL MY NOT BE MORE THAN 44' A.F.F. 9. ROOFS DESIGNED AT 40/45, 60/65 OR 00/65 PSF LIVE LOAD AS PER LOCATION OF HOME REFER TO THE RESIDENTIAL CODE OF NEW YORK STATE FIGURE R3012(5) 10. THE NUMBER OF WINDOWS VARIES ACCORDING TO EACH INDIVIDUAL FLOW PLAMj GRILLES 400 10 ARE DPTIDN�j SIZES, TYPES AND STYLES MY VARY SEE WINDOW SCHEDILLE 11- MASONRY VENEER OR OTHER FOUNDATION FACING FURNISHED INSTALLED ON-SITE BY BUILDER 12. TERMINATION HEJGKT OF METAL CHIMNEYS WILL RE AT A HIM 3'-D' ABOVE THE HIGHEST POINT WHERE THEY PASS THROUGH THE ROOF LINE AND A HIM. OF a'-0' 1313 130 HIGHER THAN ANY PORTION IF A BUILDING WITHIN JD`-D' (CHIMNEYS TO BE rl r1l INSTALLED ON-SITE By BUILDER) -Fill IN 2 2 4'10 13. IN ATTIC L ENCLOSED RAFTER SPACES, THE MINI" VENTILATING AR L BE I ir OF SPACE VENTILATED, EXCEPT IT MAY BE REDUI-EEAD SINAL /15D OF THE AREA 0 1/310 AT LEAST 50Z OF THE REQUIRE]) VENTILATING AREA IS PROVIDED BY WE 0.1 A LEAST 3'-V ABOVE EAVE DR CORNICE VENTS WITH THE BALANCE OF RENTS .,OOZP T WINED r VENTILATION PROVIDED BY EAVE FUN �fi7 ArAP� 14. WHEN A OR CORNICE VENTS TWO STORY UNIT 11 ADJACENT TO A SINGLE STORY LINIT (L,. TWO STORY MODEL WITH ATTACHED GARAGE) THE SPACING ES OF THE TRUSS/RAFTERS OF THE SINGLE 247 4�ffo"Affiltk AUDDLRDLU19. PA 1784z STORY UNIT SHALL BE SPACED AT Ir O.C. WHERE THE TWO UNITS MEET, EXTENDING C_iAo AWAY FROM THE TWO STORY MIT 10'-W (670-837-2333 JPAX 837-02#0 15. EXTERIOR GFI RECEPTACLE WEATHER PROCFEDSEE STATE CODE FOR LOCATION REQUIREMENT 16. ELEVATIONS SHOWN ARE RIGHT SIDE, LEFT SIDE ELEVATIONS ARE SIMILAR DUP EX TYPICAL ELEVATIONS - IRC 17. PATIO DOERS ARE STANDARD ACCORDING TO FLOOR PLAN) SEE DOOR SCHEIXXE ALL DRAIN AND WASTE VENTS SMALL TERMINATE A MIN. OF 12' ABOVE THE RDCIF AVA�M ll��MJT U�AG TV0 9': ALL DOOR TYPES SHOWN ME DPTI� BSL/DRP 18 JAN 03 A2 • rocas acssavm Ivl ax Kv Mx ,tai[ ,nap a {rraavK• , n>. r_________--_l , a v , m•... { , . . I_______ _ I -__ a o.i I , 1 t I ' ! a � T • I r4. las 1 e ' u REAR ELEuV anus ons W= tln nOR rr{n,n cart m.l w ao auxA BI-LEVEL RANCH/DUPLEX r-r rmec Itmn,vas•coos uvc w[awas a.m wrn ® - �crti1®s m s Amro IIDac alm aslaucn o.arz n a�aa u¢v ria•ca.rc I®Ir arca avoa w rctuv � umn aw vu•maa{•anu� nrlol oaa n�lort.ru{un - vrtx{rlowl{racTuo rl•a®•>a narul arae lur Daus r+1 a ca1u w�r�men Wcn m1110 evlerm.m lenman • ryleame m leiuow, AFAR ELEV rim:•" Es ` 'ti �F3111,° if ! l � ro o.r""`w rworw�lc II ii ! . n na � 'a R i { ii Y - OPT.a un 11 Y F Y6L F,iLI If F r • R } I I I a II SPLIT LEVEL TWO STORY OR TWO STORY DUPLEX 0 *� Irtnr.� � �na�rmnl �� ,�I n.m{u nlrro ic''`iiewno two>u1 a� ' Q aerleoulo m Ivleowo evinl°Amo > ❑ �, r r r 416 S9 ; ✓ al• { ° REAR ELEV = :Y a,ar u v do Lft ' f a v ± ,• � a ,��`��fr�ra ,N • p 'JUN 2 2004' n 0 >aa naffoAfrs, .:.Mc. Nr W Z""ON.YIA &Vt PA 17MAF it 3 BOX WIDE UNITS { 6 r 1 TYPICAL ELEVATIONS - IRC 3 BOX WIDE UNITS e idol oars a•c Jaro tr¢naa m mar a1n n IUThslr,rinlnnl oars.vwows,sans an aam I6V� a b �mn,alm stun vu s s-lsam m^o^n rcia s uan BSL/DRP 10 JAN 03 - A3 i 7-71 OPTIONAL PORCH RDOF mm _ I41 DPTIONAL CARPORT -�_ my OPTIONAL40 do dM IN its UN 2 2 00 V4 W OPTIONAL . . DORMER OPTIONAL BSL/DRP 1 Na I M.TENNI KlIM)IDI VML IN IRLT1YMaLY 'STA[E RCSAL'V{D ITK TK KV YGM STAT, STAND IT ATPRDVAL- IC-1 M.r wf[N01 Lm LNO I1.R1 CIN.MYCIN.WY K I I 1 I CLN DC ImXl2 MY K MV TIL LEVEL MY K ICITI.TER IS CLSO� Kmm RIDI VILLI MY K RIIDI IIRST il➢[[1 M, 1 NL T[WM SRNG)Id IT( *Y 1V0 ITY 1XRLlt> YII[IlID1 Ml➢O [lN T TIN uw r-r TCU u•O 0 U. y'y IIM1 uw MY K IJKIIIIwL Wp1-U-UVTl-YltfY-[MC MY C D MIUL rL _W MY IS A NOWSL I{'-I' 1NU M' MY IS D MCI>p w TIN H'-0' lrL1I lMli-12 R l'C- TW CIDtI -llallbS xl"FACNED"'Am INIALL BE K'AAAM CRM 1K LLMIDII i(1[N01) 1-0 RN SILIf L[VRS-TSM L'[-TVR ttMY-IVlCG> V V! 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II I 1-I"L'R•T.VALLA-W CLPCT LSAlp6 II _J� _LASELS TO J 1I 1<< < II 1 11 IllvAnc, Y �" �> R!>SP/fAN AS Rm,063, I 11 .1-niIVR dRY 11 I ^<W E I I I 1 11 0.R 111192 N 1 11 1 NaJ T-I' MIN -V NIN I % 1 '-r NY 111 IY MM 2Mix rrrrr1Awm ' OOIA.W1 ..� O O KLAR O -- LMATOH I PI.PMDI RI>T }} I1 }y MASTER FLOOR PLAN L ALL IIMVMIK I Rw6 ,,LL C KYm IAM l N-P ML qN 1 M 1DNNI TIS MAVIG MR K AVAA-AtK LId KDLLT K)IMlID1 VI.LL TIS RNI Ml K KVp6O M LIT[]I MI¢Im1 IDICy ,, "plas. IS, s MICIIIIR 1.117 LMD w rMT.M a RS,X11141111 SL MSQUARE Iwp �DEMUaLI haWL01, =n.MA MG 01 !GL®01,1D1 M NIL MGILKL LRD!SENIOR;vNIRT3,10'" I==M113, Ila PASS�VTIN�DVM v a i NSA mNin iwrtASIX,In IRS". mL""Y RDcmM •.• I� L L0S IMM r D IDI mLDla mVARM 79 L>rt.= >VMIPI MGI MA AJYFI vA,XICIA- I LIVLL, T NG.MY R001G M IRlUOL AND sLmaL MLU MMR011� SMALL K R W R NCA M MTI.AL LIMA vnN AS VDdR M f • uT0 IlOtf M. IfAIMAII N]16 vMfMAI.4IDRILM A BY ICIN.WDT L YCYT MY K Lm PRMIDIKi IT ME1Ti M[� NM3' 1 1. STAIN M IRSTIPS SLK THAN<D X(1)S M k MIS I MI.I=A ul T PNNILI L M TR1K RAro NG M fY1001 Malt DVLL YRI Dlip 1MDL flDw : - m TK "AIR SLINK M AT LIS, 111 il➢E, DL[tt SRIN SIK>NC RM TKX RAILING CA YNVLY'Y 1[KWISO M IIIIN[ICS Q OAlllt SCbI rALRG LWLL Mw R 111E LOxARY 1.111411N A IMM MIWIT®L L X. sk wl S NYOMILt ND M TRIA DMLL K NST N ALAS. SV III 101E 1MA1 110 0 DMLL C IRIN A IMIM 311113 LCp1 NIC MVC A Y'IDL V ASI L WJST/JLS ON[M LNR4 RM04®RYG M DiD01.IIII}YG,MD RCCIIGIRM VAQ • X. IY KIDR TI.T R M ILDT M MEN LCY6 M ttA1R qL6. 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D.ALL KATIM ITL>II01C,RT01 YMR IlILf.MIIIWC M NYDOB M+01WI IEARIf,fI1XLL K RATNllI ofv3E n aa.M LIT m m LLLA, VYMI- DAf rd ITLN O K xY I�IQAM�[D L>M.VEARR R YL[GK&II KDYD 111 L IEOIt N LDG N MY (i!o}'LK-!l>l 11I I.K-YM _ R RIDI=2 DGIN NE KN KYDXOIT>X11 MY LC DWia N LPL AL TE, PIXT FLOOR PLAN MASTER — IRC PTOYL KM LYhT waSSID i b{LIOAI'fIA➢6 SRJT INLt STARS WJRAiL Kllglp P pT> PAW CT MYC� .KW WLM OSL/DRP /0 JAN 03 A5 'SPACE RESERVED RR THE NEW YM STATE STAMP OF APPROVAL' enr I•M1 uo v.i a.+aon v v.lA vr¢ ousloac�cr n ry oIn a aemvavA ru�n �x m arm cion nm mum TVvp,1r1eam I avv m O O O O G IY M I/[•aVV VN1 IMT •,�R, 4.NY '�'1•I 1 MOI m lryp Yt M m m____ r en(R' ran u¢IRc•o 60 O m 0 Y.I,l a[llml N OI) R Nl !� 1 OW 1,•dl ayy T moa), n•c m © pp Newr.�rvviv im� n u�K a.('v� T � a'cm..n�"m1eN'Quwn •" �� cvv �y T rmivsMrc°s�°nu �r,om p p p In 7 L.•ION,ml M71..f p + MT,.m,R,1 Ix,nl.L vrir uv m r au i� ox n•laaml m ry •,R,a vATwim IM``i nTou«T(rry uron oR MMu vam rtoav v v m 1 vraw vm)ic ID © p p 10 E- O T uwc cvl o•TOM,aolunl axo m••INaml m•m N ry vla m E "„�,nm oMc maaw awra m vc rroawrz ry unvn m N)rt R APPLIANCE L MECH. EQUIP. LOCATION m u•an a(v ax arvr v e smn F rzml r aRm N IN TYP. CAPE AND IST STORY OF rory rc a)vr•c 2 STORY CRAWL SPACE MODELS O. vAam ra r amrt 4 "°"^N m m r 1•, w r D O O O O I •m a aaar»«L ata uasn O m um)la vMaaam CAPE AND IST STORY OF 2 STORY ®r an w a.a w voi m m rrv. wrnAn, o�mE. TYPICAL SECOND STORY m M MM M Mm m Awtcr i m n w a yr rm xaa vmM IiRLU aln a/i1NNL N.✓DeN a¢PAa v ION AaNTmML t•n m uaa mL vlwaan IVr O rwi� m 14 CAPE L TWO STORY 14 aapl S — )nr von m a•• rA s a,�i rnaaa•ti armrA moaMA•••m awu c vAlQalaR r oral � valn rte•s v as•cam Gail M I_ M! QI[n[ uruMm moa umm y m ui IRiw�r�im� uRac R, AIR vro cAm In ®2 •Fv�x u m muni a von rw m __ A I ry o: r vm rav m rm nav m •anm oA an a r raaMR von I- - aims m r smY aua• r aaAa rav p ax x•n an a Iu wr0 i O O a. rmaru O Mr r-r ImI TYPICAL CRAWLSPACE AND 2ND STORY DUPLEX [ FLOOR PLAN (LIVING UNIT OVER LIVING UNIT) K S@ 91 moavN•c r . ' oroov_•• ' NOTES: _ © vem rum vam I•Am 1. MAXIMUM AREA OF DWELLING UNIT IS UNLIMITED , • • ,�, ory 2. THE TOTAL GLAZED AREA IN EXTERIOR WALLS SHALL NOT pi p O EXCEED THOSE SHOWN ON DRAWING 10 * ® YdO°rt xravoi F ® 3. 36' SIDE HINGED PRIMARY EGRESS DOOR REW '�IRED �, IDOORMme► .V,,aw,ma oA arr ry 'l Mona m r avarua• C (SLIDING GLASS OOIS NOT ACCEPTABLE) do y m ( an rm.orn y au EVERY SECONDARY EGRESS DOOR REQUIRED. ATI A5, A6, HAVE m p lal A. EVERY LIVING, EAT IN KIT, SLEEPING, RECREATION SMALL NAVE AT LEAST a - U7 O1 ONE EMERGENCY EGRESS WINDOW R DOOR, EGRESS ENINGWINDOWS SHALL HAVE I • • • ` m•w MZ rro m I•aI m SILL HEIGHT OF M' AFF HEIGHT DW, A NET CLEAR OPENING OF 57 SO F7. R • s i nv"uv[ A NET CLEAR OPENING /EIGHT O' U' MIN. AND MOTH ff 20' MIN. AS PER Wa_vAn p TKM aaaA u,n ® SECTIDN D T IR THE RESIDENTIAL CODE Di HEV YORK STATE3. STATE AND THIRD PARTY LABEL LOCATIONS SHALL BE INDICATED ON INDIVIDUAL FLOOR PLANS S • ,SEE DRAWING AS FOR ADDITIONAL NOTES AND DETAILS 7. ALL INDIVIDUAL FLOOR PLANS WILL BE KEYED FROM !i m�x uaa urt v arMoa T amlml c �"r" TTHIS ➢RAVING AND BE AVAILABLE UPON REQUEST �BINDIVIDUALFLOORTIONS PLANI�Y VMY ACL'OR➢1NG TOS. ALL CLOSET LOCATOINS MAY VARY ACCORDING TO 1D INDIVIDUAL GAS WATER HEATERS PLANS TERSPROIIBITED IN OR OFF / L OF SLEEPING OR TOILET ROOMS M IL ONE PFS, DATA PLATE AND STATE LABEL (IF REDD vrar W PER LIVING IT) SEE NOTE •5 ABOVE / O 'Roe O O ® rola 12. DWELLING WIT OVER A DWELLING WIT WALL HAVE A 3/4' HR. MIN nmLmaf Malar mVm )lmlmi ANo•ll iTVml avnLac um•vaar_c LNa aroai uxt ar.0 c Ina FIRE RATED ASSEMBLIES BETWEEN OCCUPANCIES. BOTH FLOOR-CEILING HoAfAls hvr. os wa r mau m avry r mw e r nm Aru Mm maar rvw ar (USING TYPE 'C' GYPSUM) L ALL BEARING WALLS L SUPPORTING STRUCTURES •"a•a+v'm ------'-'--"----"`----Ya L uriimvo r c TO FOUNDATION SMALL BE 3/a NL MIN FIRE RATED USING MOISTURE '•°a Rar�'r"YOOr'A,1. Iv ar n•I w-r !x•1 aar�aaN Par a•r-rN RESISTANT GYPSUM ON EXTERIOR. STAIRS TO SECOND FLOOR SMALL HE TWO FAMILY FLR PLAN TWO FAMILY FLR PLAN SEPERATED FROM FIRST FLOOR DWELLING BY 3/4 M. MIN FIRE RATED FLOOR PLAN MASTER — IRC WALL INCLUDING ONE LAYER ff 5/B' TYPE 'C' R TWO LAYERS TYPE •%' (2ND STORY OF DWELLING OVER DWELLING) QST STORY OF DWELLING OVER DWELLING) UNDER STAIR. x. vTG aLVLVL ao BSL/DRP 18 JAN 03 A6 1 � a 'SPACE RESOLVED Fpt THE BEV YORI( STATE STAMP 6 APPROVAL' e vn s Dov HTII B 3 I LIN 0 Lw VE H-7 9 ♦ m i___ _ V• le_t -L 1 2-2-e ST N > f f > S f___ IO vH (m vc >T I i B-9 nIhi B_2 4 i i ea ° A V Ilil V R vs Lw n ¢-e n smv 11O`t �_t M-x 1♦ [ e O ° 4 > w LiaLr wr. 9 wirr�i w ur. L fNnS IN,✓r. Y 9-1.sl 9 *-17 C � LTm B-12 I.. H-16 r > tr 10 B-1O�.11\wL Hra �•"` =',`y QY I.- In ; � ISB-IA lOB-I 12-x1Ov 9 J t lJ VfOYI IWQMO M1M NON✓oAe IO m[M VIYML IIIItY10 YM Md O✓Kl ID 0L Nu Op 10� L IN B- 0 v[ VL O B-I9 LT _ i LIN B-22 LEDGEND ® w-- s B-1B i � v � B-2' vsR x ve VANITY c © > HC MEDICINE CABINET Dr-- i n LIN V __ I PL MIRRDR PLATE MIRROM V 8-21 sB 0 u-e CFM n TOWEL )w lJM ST ® _ -L ♦ ® 100 FL FAR LIGHT n j IL-t 11-2 S SHIVER (DPTJ u-e Q Ix_x O♦ I LIN n❑ 70 LLINEN CI 6tET 9 O LIN 0 _ � VC WATER CL IISE7 BT MTX TUB (DPTJ GARDEN TUI GARDEN TUB ( OPTJ : : V19PLPOUL WHIRLPOOL ((PTJ ALRW HC HANMI- PED SINK m LEI410 AL V WASHER low qbf �m D DRIERdpff ,� \ NOBATH2OOM WINDOWS NAY BE OMITTED IF SUFFICIENT ARTIFICIAL LIGHT L VENTILATION IS PROVIDED ® 2. ALL BATHROOMS MAY BE REVERSED AND/OR ROTATED 90 IN EITHER DIRECTION IN PART OR ENTIRETY I SEE INDIVIDUAL FLR / ELECT. PLANS FOR EXACT BATHROOM LAYOUT L HEATER SIZE ♦. GFI RECEPTS SHALL BE WIRED SO IF TRIPPED THEY VILL NOT INTERFERE WITH THE REMAINING a Allu age) IL OUTLETS ON THE CIRCUIT AMD LIGHTS MUST REMAIN ON S. SHOVER WALL PROTECTION VILL EXTEND 6' ABOVE ROOM FLOOR LEVEL AND SHALL RE OF A % lfl PYllN ALLFINERGLASS OREDUAL MATERIAL ALL 6. SHIVER DOORS AND SMALL S IN SUPPLIED TUB TO I CIRCUIT GLAZED �- 7. RE UIRESS LE BATHTUBS SMALL Y SUPPLIED BY A Til CIRCIAI OW V C. B. REOUIR I CLEAR SPACE FRONT O L & VC TO BE N'%30' MI1l 9. A 2I' N I WIDE WC]/sPART N LAV L ED M D<m Bean. """"�, h (>Lu 10. A 30' MIH VIDE T SWITCHED MEAT SEPARATELY (T)NY-aSM PII IfY-eeM ll, TAN L LIGHT MUST BE SVMALL SEPARATELY 12. BATHR CE FLR MATERIAL BE WATERPROOF TYPICAL BATHROOMS - IRC SITE TILE TYPICAL BATHROOM ELEVATIONS 13.1 PC FIBERGLASS TUrysInvER MIT 32'%60'X72' HUGH OR [IN-SITE MIL A[� WG M) WALLS TILE WALLS BSL/DRP 18 JAN DS A8 _ K/KL WSICR D FM 7W MEW TORI( STALE STNP 6 APPROVK' 1>;R t M' © Y VNY YLS VYI! VN90 ©O VQ1 W4 u1 u x V R q vc � s Ti W-e t L H-25 lO 14- 4) 10- IT O uM s-27 K-1 K-2 -2 L u-e O le-t 0 vc _2 lJM -29 ' lO S j I t � ee I ------ O ,xe O/ Q lO O UStlV Mn 1P_R Vel VJ{tR ©O M4WQ1 x vat K1 O Y ae O © 5 Y Irl 8-30 -3 n 1Y_e 14-2 vc R 14-2 SM a RAR Y K-3 K-4 m¢K MYtRCMAQA¢ YTMnn cuci.TTa t WmMc 7,11 IeKOj_33 - cVcvcIIJRc i u_, r------ •y 14-2 Ab N— ARTY. sp Sr_ ffoAfrs 15W. `C ® "Y INATff OK 1A I>/Ie 61/f-fee-!!/f)el W-NM TYPICAL KITCHENS — IRC CDNTINUATIDN DF PG. AB CDNTINUED ON PG. A10A9 M M IRN 1"' L ID BSL/DRP /0 !AN O1 tP1YYLVA 'RESERVED FOR THE HEV TOO STATE STAMP OF APPROVK' YNot®.ty y vw Rm vm ve.n vw[ vxA vm tuA Wams tuA TYPICAL KITCHEN ELEVATION 5 S' a xx PAN S w 0 11F I I K-5 Kr MA K-7 fflMMF=7F=!911a I❑ I❑ I O ' a �i F01 ,m lum TA r[ VA!I Y1W434 {t % W.34 AA,t Sl % V[1A VQN !A © Y V!1 �' VQ1 VJVI aN x )< !A eAM VQA V24 x I[ x W4 BO ®• [[. AA 11JG1! KNI VITA K-9 K-10 K-11 K-12 K-13 1e-t to-e �f © t It-[ Oj a a y„[ ICI Qi t - Z T ItK s ,AT M4 { NT p i © -- IL _ I L_____ mat a A InJ li © I ,O L J 1!! 1X00 PM1Ti VC[. AA V¢1 VV ©O V%a0 VRA • �IY1QI �� s[ x [H A, n x AA NDTES' � ABET py L STANDARD GAS RANGE RECEPT IS 110 V., 20 A SEE PAGE All FOR ELECT. RANGE VOLTAGE/AMPERAGE. + 5 S 2. ALL KITCHENS SHOVN MAT BE ROTATED 90 DEGREES MD/OR REVERSED IN EITHER DIRECTION s p S IN PMT Oft 1N THEIR ENTIRETY. w y 3. KITCHEN CABINETS MY BE OMITTED AND FURNISHED/INSTALLED B7 BUILDER SUBJECT TO OP • e LOCAL INSPECTION ® H qx /. KITCHEN WINDOWS IM7 BE OMITTED IF SUFFICIENT ARTIFICIAL LIGHT AND VENTILATION • yI� ♦ '.. ' IS PROVIDER * UAi M • 5. ALL RANGE HOODS ARE VENTED TO THE EXTERIOR USING SOLID DUCTWORK. , B. RANGEIIOOD FM TO PROVIDE AN AIR E%LHANfiE EVER7 30 MIK [MDL 100 CJ'JU K-14 K-15 T. PROVIDED ROVIDDE VFOR IS AREA FORE-CIRCULATING TYPE RANGE UR ANS CF NATURAL CKN LAYWS KAY BE USED AS T NG M A HUK !F 4% VENTILATION IS * P4 ra 1��`,��, B. ALL KITCHEN RECEPTS SERVING KITCHEN COUNTERTOP SHALL BE GF) PROTECTED Nr fAVIL B. A RECEPTACLE OUTLET SHALL RE INSTALLED ABOVE EACH COUNTERTOP WITH A LINEAR LENGHT n GREATER THAN 12'. MAX. SPACING DETVEEN RECEPTS TO BE 48', COUNTERTOPS SEPARATED BY Liu MPLIANCES OR SINKS SHALL BE CONSIDERED SEPARATE COUNTERTDPS. .001 N AYH!Y a< 10 STANDARD 3W HIGH OVERHEAD CABINETS WAY BE REPLACED WITH 42' HIGH �r AcrlxBaM ______ t aO 1L ALL 221 CABINETS My BE REPLACE WITH DVS OR DV 1 It CABINET LAYOUTS WILL VARY DEPENDING ON CABINET SIZES OX S NC, I 1e-e MOB 1R[RIR. 1®2/l/[IBA PI [YBII I I [ (AI fH-lr... III M-BIw I A[' OI TYPICAL KITCHENS - IRC T7q A 1 O B51,/DRP 10 JAN 03 •aat,Inrrvo T➢e rWc„tv r•M Ir%rz nMe a .rr,mvA.• vru vwl� tew mmamcn zaG stavta f ..R GENERAL ELECTRICAL NOTES e➢eelar trrAlu "11e 'aAT�4 V T 1. ALL ELECTRICAL CONDUCTORS AND EQUIPMENT SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY AND IN t =r+, t=_2 I.vyy Arluu4ct ua 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. 3. GARAGES ARE NOT INCLUDED IN THE ELECTRICAL LOAD CALCULATIONS. a ID+ Q-e mL LT6 NI pT,XC IK, N• OK os tea 4. ELECTRICAL SERVICE TO BE GROUNDED IN FIELD BY BUILDER AFTER CIRCUITS HAVE BEEN COMPLETED IN COMPLIANCE WITH LOCAL REQUIREMENTS, 1m a-e moa urxrs ARC WE TS tea 5. BUILDER TO SUPPLY AND INSTALL ALL MATERIAL NOT PROVIDED BY MANUFACTURER FOR COMPLETE ELECTRICAL HWK-UP. ➢ tsn tre teN 6. THE MAIN SERVICE DISCONNECT SHALL HE INSTALLED AT A READILY ACCESSABLE LOCATION NEAREST TO THE POINT OF ENTRANCE OF THE SERVICE CONNECTORS AS PER N.E.C. SECTION 230-70a a ssn tre rz0 7, PANEL BOXES LOCATED IN BASEMENTS SMALL BE FIELD INSTALLED AND MOUNTED ON EXTERIOR WALLS BY BUILDER. T lu tre teo 8. 1 O 3 VIRE, 240V, EDDA SERVICE - SERVICE PANEL r/ MAIN DISCONNECT IS STANDARD mA R-e )AlH NESE (FT tea 9. CIRCUIT BREAKERS ARE 10,000 A/C. E13tem NTMmI MUT. OT tm 10. WIRING IS NM-B CABLE r/ 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 mA Ila o:ru>vl m NEcnT. tea PASSING THRU NOTCHES ARE PROTECTED WITH 1/16' THICK STEEL PLATES, M Ir CXTGIIM ESS Ki"T. in 12. NH CABLE SHALL BE SECURED IN PLACE AT INTERVALS NOT EXCEEDING 4 1/2' AND WITHIN 12. OF BOXES OR FITTINGS, (RI - SUPPORTED mA o-e 1➢OtRVAVE mrn tea WITH INSULATED STAPLES) IS.% a-e ➢19NAfIQ rNtLfiE ➢¢rasa tm13. SWITCHES AND RECEPTACLES OVER COUNTERTOPS ARE 48' A.F.F., OTHER RECEPTS ARE 18' AF.F. 14, BATH RECEPTS, EXTERIOR RECEPTS AND ALL RECEPTS SERVING KITCHEN COUNTERTOPS TO BE GFI PROTECTED e➢A 2e 2 vwasm TN<Irn tza 15, RECEPTS SHALL NOT BE LOCATED OVER ANY PART OF ELECTRICAL BASEBOARD ELEMENTS. e3A Isr VAM If TM 2u 16. CEILING LIGHTS SHALL HAVE A MINIMUM 18' HORIZONTAL CLEARAGE FROM COMBUSTABLE MATERIAL CIE, CLOSET LIGHTS) N.E.C. 410-8 (2). ra NAS, -e4a 17. EXTERIOR LIGHT BOXES ARE PRE-WIRED, LIGHTS ARE SHIPPED LOOSE FOR ON-SITE INSTALLATION BY BUILDER, mA le-e vAsxN 18. RECESSED LIGHTS TO BE THERMOSTATICALLY CONTROLLED. 19. BATH FANS, RAGEHOODS, AND DRYER VENT SHALL BE EXHAUSTED TO THE EXTERIOR, 13o.L w% IRr01 2" 20. ADDITIONAL ON-SITE BASEMENT SMOKE DETECTORS MUST BE INSTALLED PER STATE CODE. Ie IM u-e moa uorts AI• K[ 7s tm 21. SMOKE DETECTORS SHALL BE DIRECTLY CONNECTED TO A GENERAL LIGHTING CIRCUIT w/ NO INTERVENING WALL SWITCH AND WIRED IN SERIES. 22. ALL SMOKE DETECTORS ARE CEILING MOUNTED AND ARE AC/DC PROTECTED n 23. ELECTRIC BASEBOARD HEATERS CONFORM TO THE REQUIREMENTS OF AND ARE INSTALLED IN ACCORDANCE WITH THE TEMPERATURE PERFORMANCE REQUIREMENTS OF U.L. STANDARDS FOR SAFETY G. 1042 ON ELECTRICAL BASEBOARD HEATING AND N.Y. STATE BUILDING ee mA le-e ELECTNIL I T eea CODE 10002 f - 2. n I 1 24. IN BASEMENT MODELS WITHOUT UPSTAIRS UTILITY AREAS, APPLIANCES SUCH AS WATER HEATERS, WASHERS, AND DRYERS ARE LOCATED 24 IN BASEMENT AND WIRED ON-SITE BY BUILDER. 25. (RI) SMOKE DETECTORS REQUIRED EVERY 1200 SQ.FT. 26. (RI> SMOKE DETECTORS SHALL BE LOCATED BY THE LOCAL FIRE MARSHALL. MANUFACTURER VILL COIL AND TAG VIRE IN CEILING, FOR x ON-SITE INSTALLATION BY BUILDER. eT 27. NO MORE THAN 40 BREAKERS (OTHER THAN THOSE PROVIDED FOR IN THE MAINS) OF A LIGHTING AND APPLIANCE BRANCH CIRCUIT PANEL Ire BOARD SHALL BE INSTALLED IN ANY ONE CUT-OUT BOX. A SUB-PANEL WILL BE PROVIDED IF MAIN PANEL IS FILLED (SEE PANEL BOARD DIAGRAM FOR SUB-PANEL NOTES). er 28, ELECTRICAL WIRING AND BOXES IN FIRE RATED ASSEMBLIES TO BE PROPERLY FIRE STOPPED AND RATED PER THEIR APPLICATION BY . IM m�- tar rrNu, e4 ,IA10lM I S Emo i UCHnwo na_vrT 1314_0 A NATIONALLY RECOGNIZED TESTING LABORATORY AND INSTALLED PER GOVERNING CODES, _ 29. EXTERIOR OUTLETS AND LIGHTS SHALL BE WATERPROOF. 4I Mr tx Nrrm ort r F -1 30, LIGHTING FIXTURES AND SMOKE DETECTORS SHALL NOT BE LOCATED 'DOWN-STREAM' ON A CIRCUIT FROM A GROUND FAULT CIRCUIT m eVRpO NEDI MLIT I S I P d % Y-a• RPRE s V v L--J uw w%rs➢iai r_nxEscUn INTERRUPTER DEVICE. �t vATEulua Nry 31. 125 ANP SUHPANEL TO BE USED WHEN REWIRED CIRCUITS AND THEIR CORRESPONDING BREAKERS EXCEED THE MAXIMUM ALCOVED 0" K�T °AST I Ao � ''R• p 32. ALL RECEPTACLE SPACING EAKER SPACES IN THE MINNHABIEL BOARD.ITTABLE ROOMS SHALL BE SPACITS TO BE ED SO THAT ENERAL G POINTGHTING ALLO GT HE WALL LINE SHALL HAVE A p REEEsst➢ vA4 uwr � MUIVMLo II[,DT INLCI p RECEPTACLE MORE THAN 6'-0' AWAY AND A RECEPTACLE ON EVERY WALL 2'-0' OR LARGER am Val Nmr orRtT NEraSm utxr 33. ALL RECEPTACLE SPACING ALONG KITCHEN COUNTERS OVER 12' TO BE SPACED SO THAT G POINT ALONG THE WALL LINE m" E Wt T ornET © ram Ll(iilT SHALL HAVE A RECEPTACLE MORE THAN 2'-0' AWAY � L.➢es 1L1= n MILIA O REassm ➢,cwEu uort 34. SMOKE DETECTORS SHALL BE INSTALLED IN ALL BEDROOMS s St14E ITr.E IVETtl1 OM aI6ACE M1a RfLRES ur L Tlrit-VAT sv rV�% TRLPIQE J.G H 14N-WAY rVITd y j�TaDm1C �K -Vr.LL AOE m n➢eo svrta ❑ TYPICAL WIRING TECHNIQUE O L»FMnuart tLY•DMTtDI VT *' rz SIIN colt d ts`T FOR SUB-PANEL FEEDERS ` M.zcTtcTm 1,A➢,rA,4EE wrrArn a O e © a%rwU11IX1 cll, RT. Q't' TWill El2TR1C S10LE DETCCTnI p13MLLTT NAILEI® FM rM GIEEVYty S-IMERWTII 1YM EaN j� � 4EpIETA& O pL OUTLCT 1[M ./ Mf.LIUrt n%i1AE EAt� MAIM IIA)AN I111LET " .% W.urxT n%Tuc ® rlxTRri vu: ounET liEtJTM 0 0 m C /, ,y.1(�� O 1'�RtfM r1nLM[ Q a4 Wrta SL MTECTIM MAWt IES' w�-_�C�_" pat NELESm 'ru, UI ' VATE= CTI ® °P 10%T O O 4R014➢➢413 rC1tV O • `}Y pilm7Y1N4>tON a.o /mR Mu o .ae4crtw Imo `rrolmlwc mEv G K1BBtf e La• nRV NEED MLCT of 11➢M EA KEW rDIDILTOtt Wna MM ^ . NRFT 1La1, (Wt iT%TKE 10 K [l4ffiL➢ d CO•Un O e - LY fTNIP NCED MIET O CN�T IIIlY.1 ,Iia llml o • � • riARMCf ➢1SPLAa e � mlcs perT .MmK EaEtTurx srl•o.s m,ml s,n m 13044 rn> TYPICAL HYDRO-MASSAGE TYPICAL GROUNDING METHODS OF - BATHTUB WIRING DIAGRAM NON-CURRENT CARRYING METAL BOXES 4 .R� a ,♦ QnM„d r1eur DY m1"' ''�'nmme�iL.i i rm l,a.c mam.m Ix.utip Dk r}''u.+' LMmTaWam.I A®r�nmm a --- ; ,mCIOTC � In VAms , 2 2 2004 au i VUJG r N vla I i i i i MM Nm It1O91G tTA Fi un r e v,%sa lui I 1 I I I I DL-STTC IMILE fM I 1 I 1 I 1 - � MHIt]JM' 1 i i I 1 ILUfe/L lHW'T) I I Z�WATTJIgpjm dyp M O!45S.AN YMYc!•oft n I>Ne 1 (Ir/)w-114II IIZ Alr-NN • L - MASTER ELECTRICAL PLAN - IRC Tl Yl4 ' AI410 ? BSL/DRP 1 18 JAN 03 All 'MIQ ImWO FOR M NEW YOR STATL LiNf w MfRRI K• PANEL BOX LDLATION MY WART 14-2 8-0 PANE. BOX LOLATIOL IN BASEMENT».i 4 OF TNSENENT MODELS____- n I -_..ene• } _ lo- n f2- __________ --- 1 14-2 11-2 DB z Y T i 11 I IS , (D @-2O Q I I _____}�,�T. I O DPT. 1 1 I v 1 � I n i Is 1 12-2 1 1 1 LLL `f(-- \`-� L L O r- ---------Q L L_____1___ -__ L_ __Si I tl \\ I r - ---1 I , 1 11 ii it ii O \ T L_�y [ � ISS ' SaSIa _____________________ _ _ � _ 1 1 1 1 o i 14_2 11 I 14-2 1 If 1 I OPT. i © NOTE. 11 BSNT. I WHEN RELPTI, ARE INSTALLEDI 1 I I _ I I 1 I STS 1 IN OPTIONALGNIA[ES TIET 1 I SWILL BE 61 PROTECTED II �T ______ I 11 I I i \ LT _____ MY JJr��____ I II b t 1 r- L V I �; W_ LIGHTS FOR GARAGE 1 I I ,� W1' WTII I C Im. O fa. P" I ' I 1 I I LT.' I L_____ II WHEN VITOED T 1 1 I I 1 L 1 II 14-2 14----- II 11 1 I I{ 11 11 _ I I IS U ID I I 11 I I II II i I; II II L -J II II I L-------- -- zi_� DD _____ __________�� L____________---_—_r . M OI TYPICAL WIRING DIAGRAM RONDWL lrl L m OVGI v®4 I cqv VROG LA61"AN AVAIALLL a BI\ ANN I 4 11 - r L� I n • VIQ lO IS fMYI TIMI llIDt iW �1 / MLOpIT pSTK41ID4 OF LqS O[T[LTOf i __ C I tit RIF, AW PALL ♦ •••% �� C1fT. WILL +♦ d SHEATHING�— �/�. . ALM GUOILIND is I STAN.ROI ,FIJLL SELF T LAG xX EY Q a Jimmm MA ILL,IMSTARAS NWASHER,THWV VRN A L REAR ml-STIP UG STRN IV •• S , SOI LAG SCALY OR STANDN VAS1Q, THRY 2 n �//y�'L��� I STRN'w, 1 ALUMINUM SIDING GRDUN➢TNG DETAIL R4>t 8iw•ir s`Sh R.NA�ioic.w nuL MASTER ELECTRICAL PLAN — IRC Br BSL/DRP MT1 B JAN OS RT.,n 1�ro A 1 2 aN><bn ITS,M NEW Tm nni nN•v Ixomw• 180ow 750V u U -2 \I ___ _ B-3 .c1 1� i___ __r____ __ + moi.Yv 12-3 r 2K \0 1 ___________________ L i 12-2 f - ; $ I„ WIT .B. ------ -----i ' A i @ NNT•. 202- 'T ------- ? a 12-2 it------- - ---- ---- - ------- - ----------- ----12- r.-z 2-2 .� ti P----- ---- -- --- --�--- - ,I N l000v f�� 2 >a O d mm In,vR o 12-2 ELEC. DROPS M'2 1 ® n , fA 1 I © 1 _ --------- 12-2 I O I �___ __________ L m=e > j , O \ I,Nr z• N ' 0 L _J 1_N ; IMSI I,AT/ S, `r000W 1 1BODW TYPICAL SECOND STORY ELECTRICAL 1 R TYPICAL CAPE & 1ST STORY OF 2 STORY ELECTRICAL x rq II L, I ® I - ----- - ----- L__ ______ I 11 N. a� NIO" NiIL MIPf Iz a u z m,.., Neu„Q Aa Irr,wac.L j - • T /. • fL0101I L➢Giml6 p mVL Mffi2 •�, •. Ido + r______-____J f -f- �I Ir -1 � 1 'r i 1 1s1 N>o4V I lea .Z r N � •, �s ��y �� NOTES, TYPICAL DUPLEX ELECTRICAL L THE ABOVE ELECTICAL PLAN IS SHOWN AS A TYPICAL LAYOUT r UN I ONLY FOR ADDITIONAL NOTES AND CIRCUIT SCHEDULE SEE NOTES, 4W • SUBMISSION SET DRAWING All, 412, A13, A14 2. HEATER SIZES SHOWN ARE FOR ILIISTRATION PURPOSES ONLY L THE ABOVE ELECTICAL PLAN IS SHOWN AS A TYPICAL LAYOUT 1L AYN!y A,NEAT LOSS CALCULATIDN VILL BE DONE FOR EACH INDIVIDUAL ONLY FOR ADDITIONAL NOTES AND CIRCUIT SCHEDULE SEE �r ww/lcfler FLOOR PLAN FOR ADDITIOB HEATING NOTES AND HEAT LOSS SUBMISSION SET DRAWINGS AB-AH? INFORMATION SEE SUBMISSION SET DRAWINGS A14 L HEATER SIZES SHOWN ARE FOR ILUSTRATION PURPOSES ONLY HOMAS INC. A ELECT. CIRCUIT LEADS FOR LIMIT HEAT LOSS CALCOLATION VILL BE DONE FOR EACH INDIVIDUAL 'C' TO HE RAN IN CEILING TO SPLIT V/ LABELED Nd DB DT lHM,IYD VAR PA IFNN 'AMP' CONNECTORS FW ON-SITE CONNECTION TO LIKE LABELED 'AMP' C13NNECTDRS FLOOR PLAN FOR ADDITIONAL EATING NOTES AND MEAT LOSS (BOR) /N1- m m- IN WIT •D' ROOF CAVITY. CIRCUIT LEADS FOR UNIT 'C' TO BE GROPED DOWN CHASE INFORMATION SEE SUBMISSION SET DRAWINGS A14 ALONG WITH WIT •D' CIRMTS AND COILED (Visa COILS) 1N SECOND STORY FLA. TYPICAL HEATING AND ELECTRICAL — IRC JOIST FOR ON-SITE COMPLETION IN BSHNT. Nn BSL/DRP M�18 JAN 031urn wR A131 'SPACE RESERVED FOR THE KV YORK STATE STAMP OF APPROVAL' HVAC NOTES f L FURNACE (SEE ION INSTRUCTIONS NS RU TIONSEQUIPMENT MANUAL) FDR INSTALLATION IVES T BE - 2. ALL GAS DR FUEL LINES TO BE INSTALLED, DN-SITE BY MVAC CONTRACTOR 3. FLUE PIPE TO BE INSTALLED RETURN AIR T 4. DUCT CROSS OVER AND RETURN qIR IN BASEMENTS f TO BE INSTALLED IN MFIELD INIMUM 5. INSULATION WITH A NGI.IS THICKNESS OF 1 I/2' SHALL BE INSTALLED ON ANY SPACE HEATING DISTRIHUTIDN PIPING LOCATED OUTSIDE OF A CONDIINSULATION WITH SPACE. 6. INSULATION VITH A MINIMUM THICKNESS OF 1' 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. ATCD RUBBER PRODUCTS-6' CLASS I FLEXIBLE DUCT, (SEE CALC.S MANUEL) A. SHURTAPE TELHOLOGIES, INC.- DUCT TAPE SILVER-PC6DO 5. ACME MANUFACTURING CO. (SEE MECHANICAL EDUIPMENT MANUAL) FLOOR REGISTER BOOTS f f t f t _ f FLOOR REGISTCR BOOT N4 60C 90' ANGLE REGISTER NET ND. 39 RESTER END RESISTER DET f f a a r a w OVAL DUCT TO SUPPLY 2ND FLOOR a m f Z � �i r 6' REX DUCT FL R G SAN�HE REGISTER DOa qJ�7 6XIS N0. 39 CENTER END lb RESISTER MIN CR ER SITCTASTALLED —� • • w • • r DPT. P m vEurm W4 iP iAWS VENT CT 111 �� VDo1Rs • �� BASEMENT MODEL\ r CRAWL SPACE A tj N 2 2 2004 w V MHIinM 57 z (� � � Mf•I lR YlY, lmWIGRS N I>II.t z HVAC SHEET - IRC .. RA )M ANi ND 10 .BSL/DRP 18 JAN OS A 14.3 'SPACE RESERVER FOR THE NEV YORK STATE STAMP OF APPROVAL' s Aa is STARTING COLLAR .•.n«r Imo 6' REGISTER BOOT TAPE AND STRAP FLEX TO HOOTS E COLLARS SEE CALC.S MANUEL b' FLEX DUCT TRUNK LINE TO CROSSOVER TRUNK END TO END 1. INSULATION VITH A MINIMUM THICKNESS OF 1 1/2' SHALL BE INSTALLED ON ANY SPACE HEATING DISTRIBUTION PIPING LOCATED OUTSIDE OF A CONDITIONED SPACE. 2. INSULATION VITH A MINIMUM THICKNESS OF V SHALL BE INSTALLED ON ANY SUPPLY DUCTS LOCATED OUTSIDE OF A CONDITIONED SPACE. OVAL DUCT TO SUPPLY 2ND FLOOR • O O i ii ___ ___I� _____ Ri 022Ax1D, ]z , zxle FLOOR REGISTERS - -------- -- ------------I -- --- --i"`-"F" L_ ---- ------1_ 'X -- ❑SD I------ EI Rx® 16x16 RETURN AIR GRILL I -___ -_---_ 0 1 13 i O } MAW -' --------------------- -------- --- ----- -- • I I i 1 N i a 6'x42' ❑SD SHIPLOOSE X i i • w -------------- ------ ----------------------- -------------- -- ------------ ------ -- 6'x18' OSD INSTALLE 1__ ____--IILam'' ______�______________ ____ ____----_______ ' 2 2001' MgA0___________ ______ (ft}ff•/S, IAamIdEdVWfsIIPiI"]LRf1Y A.•C h IxNt Y9-YM HVAC SHEET - IRC )N MTL1[M WG N1 BSL/DRP ]B JAN 03 A 1 4.4 1 .�pryp!Q M MYMMm ST/.T[FTN'6 MrdVM.• RANCH BI-LEVEL rr " Vr.v.1r STL TOP PLATE CAPE 1�y TD_Tm TO CENTER GIRDER TWO FAMILY A-2 wl':�x "W 31W PN L TWO STORY �y6• el'"".V,mss" vnTER GRm 3 yr sTwmwn rlrc 06�_ �" IM KLOV fRnK TTFR CRUN 16• S¢ LlU VeWW STL. R V H A'� 0 PERF. DRAD1 ' : .• Tuc rLppt Vr MARl. nS R£OA ed o_ xc RamvnlR� ' au Du nN 6 MD.v1 6 N6 VR • CWT. fob FOOTER 4' IXAVEL 2t' SR.F as SQ Tvuim FOR 1W sTo1T EXT, WALL INT. COL. INT. PIER fir)► WING SFCTIDN FOR R SPLIT LEVELS O•r.,O, T's AND L'5 ,or mDi�lnn TYPICAL FOOTING DETAIL C Cs � D J� 6 dr 4yT Jv t iu 1/2' THICK L S� 6'x6' COLUMN TOP PLATE 1n1r, vwos�T ddM+�' DOLE FOR 1/2' 1/2' DIA. I I DIA. LAG SCREW 1/4P LAG SCREW TOP VIEW FRONT VIEW 1m® ruTE ETE L ra NOTES 1. H' CONCRETE BLOCK PILASTER READ. WITH 10'-0' MAX. IF BACKFILL EXCEEDS 5'-0' ABOVE FINISHED CONDITIONS TYPES OF SILL ANCHORS, AND LOCAL REQUIREMENTS. 2. CRAWL SPACE FOUNDATION REQUIRES AT MIN. AN 18'x24' ACCESS OPENING FOR VENTILATION 1/3 OF 1% OF FLOOR LUT OOT LDRTFD m AREA PROVIDED BY CROSS VENTS MADE INSECT 6 RODENT PROOF WITH SCREEN OR LOUVERS. MIN. CLEARANCE , , BETWEEN WOOD MEMBERS AND INTERIOR GROUND LEVEL IS 18' �� , 3. WINDOWS OR VENTS (INSTALLED BY BUILDER) ARE REQUIRED TO PROVIDE 1/150 OF FLOOR AREA AS FREE VENTILATIO , AND SHALL BE LOCATED AS CLOSE TO CORNERS AS POSSIBLE �� PAtL IMlON 00 4. IF WINDOWS ARE INSTALLED IN LOWER LEVEL OF BI-LEVEL UNITS, VENTS MAY NOT HE REQUIRED. CHECK LOCALAIR w Ago REQUIREMENTS. ..{ 5, PERIMETER RAIL ATTACHED TO SILL r/16d. NAILS 6' O.C. 6. FIRE SEPARATION WALLS IN DUPLEXES SHALL BE CONTINUOUS TO BASEMENT FLOOR (DN-SITE BY BU EXCEEDS ROE lommw rzrQ PLLx 7. APEX HOMES, INC. WILL NOT ASSUME ANY RESPONSIBILITY IF COLUMN SPACING BY BUILDER/OWNER EXCEEDS MAX. ow 0 T • • OF RANCH ___ ____- SPANS SHOWN ON LOLLY COLUMN SPACING TABLE. BI-LEVEL -------- _ _tom_ ___ __ D. LOCATION OF WASHER, DRYER, WATER HEATER, 6 FURNACE IN BASEMENT TO BE INSTALLED PER STATE 6 LOCAL tv _ ___ _____ CAN r-----------��--- - --ii CODES (OWNER/BUILDER RESPDNSIBILITY) 'y�R'- T'�rPu eoi i 9. ANCHOR BOLTS SHALL BE PLACED SO AS TO NOT INTERFERE WITH FLOOR JOISTS ,� , TWO FAMILY i LOT^'SHE i TWO STORY ' � o�T 10. SIZES REFLECT WOOD TO WOOD DIMENSIONS OF UNITS ALLOYING SHEATHING AND SIDING TO OVERHANG FOUNDATION. �� r,•`•! ' 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. eD E13 ti i 11. ON-SITE INSULATION IN FLOORS OR ON FOUNDATION WALLS AS REQUIRED TO BE BUILDER RESPONSIBILITY AND TO LJ LJ LJ LJ BE DONE IN ACCORDANCE WITH ALL APPLICABLE CODES , LTT nuRT Tn, rn. rn. m. 12. ALL CONSTRUCTION AND MATERIALS BELOW THE BOTTOM OF THE FLOOR JOISTS IS BUILDER/DEALER RESPONSIBILITY AND IS TO BE DONE IN ACCORDANCE WITH ALL STATE AND LOCAL CODES. DETAILS ARE SUGGESTIVE ONLY. p�x p i 13. BASEMENT COLUMNS SHALL BE PLACED UNDER ALL SPANS )5' FOR LOAD TRANSFERS LL HE RESPONSIBILITY 14. SMOKE DETECTOR TO BE LOCATED AT BOTTOM OF STAIRS. SMOKE DETECTORS IN BASEMENT SHA ',,wu m mom"vNu IA 17µ } i OF BUILDER TO PROVIDE AND INSTALL (COIL WIRE BY FACTORY) (S")RRR-0" ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND WILL ALARM IF IT OR ANY OTHER DETECTOR GOES OFF _ IRC i --- --- ---� - __-__ ______ _____ ___ 15. FOUNDATION DRAWINGS ARE RECOMMENDED ONLY. ACTUAL FOUNDATION DRAWING MUST BE REVIEWED AND APPROVED ----------- _ TYPICAL FOUNDATIONS ax NTrc O BY A PROFESSIONAL ENGINEER DR REGISTERED ARCHITECT. D''G'� A'� 5 16. FIRE SEPARATION WALLS IN DUPLEXES SHALL BE CONTINUOUS TO BASEMENT FLOOR (ON-SITE BY BUILDER) RT' BSL/DRP 5 5EPI 03 �� •Inwo ru nc Nn 1uK rnrz nue Q Nrllwu• SEE INDIVIDUAL FLOOR PLAN SEE INDIVIDUAL FLOOR PLAN SEE INDIVIDUAL FLOOR PLAN __________________ -----------_____--------------- I1 --_-____-_1- ____--_- 1 _______________Z _-___..y ------------------------------I 1 __-_-_-___z-r------------ I I 1 1 j l I I I I I I 1 1 I I 1 I 1 1 " II 3 BOX UNIT TWO FAMILY I I 1 1 � A J I h r-i r-� r-� r-� 1 1 I- j r- r-� t 1 1 0 1 I01 10l I❑1 I I 1 1 1 I 101 1❑I I I L_J ILO J1 L_J L_J h i I h r-i rO� r A ILD L-J A 1 I Loi I 1 1 1 1 1 I SEE NOTES SEE NOTES SEE NOTES SEE NOTES SEE NOTES i I 5 I f _ L_J h ISEE NOTES SE NOTES SEE NPT SI I j g SEE NOTES SEE NOTES ISEE NOT Si W 1 h f l r-1 f-1 '01" J I IL-J OI 101 101 IL 1 i _ _ 1_1___________ L_J L_J L_J i 1 Ir , I i SEE NOTES SEE NOTES SEE NOTES SEE NOTES I SEE NOTES I 1 ----------'-------------------J j I I I 1 1 1 j _ SEE INDIVIDUAL FLOOR PLAN ------------------------------ r __-___..__1 I I 1 j 1 I I I o ' I I l I 1 I I 1 ZZ 4W I I I 6 N \ g ; ; NOTES,zu ••A hA �i 1. SEE CALCUALTIONS MANUAL SECTIONS #4 THROUGH #15 * PML7>eN1r�w .0 'FLOOR CENTER GIRDER' FOR MAXIMUM BASEMENT SUPPORT AI)�7 'jn SPACING BASED ON GROUND SNOW LOAD, ROOF PITCH, MODULE WIDTHS AND TYPE OF STRUCTURE, op 1 I Ir 11 r 1❑1 I 1 2. SEE INDIVIDUAL FLOORPLANS FOR ANY ADDITIONAL • LoJ L_J I I COLUMNS REQUIRED TO SUPPORT CONCENTRATED LOADS • '�� • • 1 I SEE NOTES SEE NOTES I SEE NOTES L SEE NOTES I SEE NOTES I 1 _ FROM ABOVE. AS INDICATED BY AN ASTERISK (111). I �F � 1 I I i ,shUI�l� 1 1 1 ----------------1- ---------------- - ----------------j L 1nv Jar w SEE INDIVIDUAL FLOOR PLAN I Ra fOA tY,. yC. VlC, Ht lI I> (fnJ Ife-1JH lIl.A-jw TYPICAL FOUNDATIONS - IRC >n OSL/DRP �T19 JAN 03 sn'A 16 'SPACE RESERVED FOR THE MARYLAND STATE STAMP M APPROVAL' 12 SEE DVG AN,DETALL III 23 TNN p WE DVG A34&AM, DETAIL E GET.RAGE KNOD S I.E%IM\5T MILE' ME WE A3..A35.DETAIL EC,J 2 12 2.3 THRID 12 --12.3 TAV 12 AM GLOW Y MM 614 21•MX 0.N I II I II STE TVP I b NEED_ XITC[X RANGEIIpD I PATH EXXPRT INIELE I Y MM,O.H. AIR rIDV Y-0'MAX.dl SEE DVG A34 BASS.DETAIL K I I b MOTHES DRYER I EXHAUSTLLCATIp! SEE INSIAATIp1 SC EDULC tW SITE) DVI 445 'q I X trlam BTM fl JpSTs I Sv fAC1tAY MI CANTILEVER X G AN! B' rLmt PERIMETER IMSUL.T](M p1-SINE lYED SY RNLDER t WARDER M BASEMENT LL ARE DHLLAT26XBp TREATED SILL MTC Y 36•Mry4 2.V DN v/3 1/eNl INSIDE 3/4-TE DEIN PITSIDC rLm(INSLLATIW DM-SITE BY BIIRDER pi [MAIN 1 F!D 1/.• OPTIONAL INSTALLATION'NY MWJEACTIA ER 61ELm 2RV t011 UP, le IASEKIN vul MR ALl INSLtATEn 12•MEBISC CMJ V/ .•SELIG Iv IACT. Tt!T 3/BCAP DRAVALL EVERY OTHER __ _______ BORDER 1R! T 1/2• AMCTpi IMT i/Y%LLT COARSE BY ILDUR PERIMETER MSLL.TDN CM-SITE IT ]� 1'MISSING,MIN D3•ENX]MCAT M rRMDAiIOI.&0 BIIILIER 11 MSEKM VNLL ARE INSULATED M, 1• BJs NG MIN FLQF 1MTLATIGHI IN-SITE BY MILLER OR �— V VY COW.PAIGING COVER MINIMAL MSTALLATIM BY MANI.A"AETIRCR � J• V/ITTLNIMMIS COATING ff MSEKMI WALL ARE IM MALATCD yf 1'CPK.SLAT V/ -J 6X6 VIRE MES" i SRI B 1/B• P0.E .'PCRRRI,TED DRAN TRC IRIS' !w(PI M) THICKENIlAI U1IER .•GRAV0. BED P!I 1/Y LANDING APPPfT2 M. BAR tYNi1NIX1U5 2R!I IH• J .._...... ....:.._... TAP. BI-LEVEL CROSS SECTION ME DVG A34 A All, DETAIL I TIP. RANCH CROSS SECTION �5 NOTE ' EXTENSIONS CEILING HEIGHTS WILL REDUIRE E INS OVERHANGS AND RAFTER SEE DVI A34 a An DETAIL A EXTENSIONS ' IL SHIPPED LOOSE AND INSTALLED ON-SITE E BUILDER USE WILL e'-9' CEILING HEIGHT SHALL DEPEND ON ACTUAL MODEL LAYOUT AND WALL REDUIRE A RAFTER ROOF SYSTEM (MAX. CIG. FOR A UNIT WITH A PREMANUFPCTURED TRUSSED ROOF SYSTEM SHALLL NOT EXCEED 8'-0') 6 yZ CE AIR GLOW �ASSEAA..--ot"Lft� k TAP. CATHEDRAL CROSS SECTION r 2.MIH EAR Al REWIRING ACCESS TO KCH CMP. fLR INSIRAlIP1 IY MLLER--"I M WV ADR SERVICIxI) OPTIPML INSTAIATION BY wMFAEMER £ �1`5 1 26 Dc WLV TERMITE SHIELD 12 O'MIN V/ 3 1/2'OVERHANG IN INSIDE AW BLLT 1/Y%LLT- 3/.• DVEMN+ GN wTsiDE v' HI-LEVEL OR SPLIT e 2RB TREATED SRL (IS'EMKMCHT IN FOUNDATION WALL) P.AI[ N•xi6•cwc ITER LEVEL CANTILEVER EBGIKCR THIRD PARTY, i 6K PUL YCTHEK 1/2'GONG.PARGING R[IOi FLUOR VMM IAtIt. DVCR V/BITMIADUS LIVE LIRE V GRAVEL BED COPTING br [w[RCTE FWTING SEE DVG A34 l P35 DETAIL L MAN TILE WDING SEE MANNAN All M. BN CdIIMUp15 SEE WAVING A13 SEE DVG A34 A A33 DETAIL I rem vur or BILEVEL WITH _ . JIPEX FLUSH FRONT ,/ HQ�e. TVP. CRAWL SPREE CROSS SECTION SAY PS NG"52l , YlDD)JBORC, JI 1718 MAW SPKE KMRATION SHALL K NiOJIDED IN TW ANCIENT (L90J IJp-1 JJ]III JJI-DIAD M NET IBM AREA M I/JEA M CRAW SPACE AREA, NEMS SMALL BE LOUTED AS MUSE TD ME FPNDATIOI CPDERS /+ I E• L-r(N{ �• RC AS PRACTICAL AND MAY BE PRRNIED WITH MANJALY MERATED LOWERS. PICAL O J SEC SECTIONS � II{li BY WTO REN DV6 XO. BSL/DRP 31 DEC 03 A 17 , fa VIK tlMi YIf1 1�vFVi R 4110 Del ) 'SPAM RESEAVED [1R TIE NEW YUa( STATE STM W APPROVAL' TJIt AYNLi pl tnpld/y tOXi'C7 mM4ft m wTrA m nn¢IAfI [DG w mr ]-14 nl dK)CACI W,LY Y )/Y'®.CYIIAAE Il W.Ml➢G N/Y n1 Wr[11 m nYC tCMI MT I IAD OlT V[M YllOfnG Illff FW 6f[i Gd t STKl[ll "I tIM14 I Y•tlG GNIE[ VFMI nIG I III DaI1VGIMl RIIfR.V6 In A[TWL C3L nna vm IT I I MRn[ro m vAu Ilan m ulrs MAWL MIAITu Lra AIY VACDG vA vA nIK IKTC2S W.AT W'Y'!r. I iCID la mll Ctllrl) GVv MDOG xV Q MDOIK AT N'6L I•«I VtlOt 1M4.G 1KAm tLLL tm'm CY1tlO m M SKft ttllC c¢rIW No m C�LMu�Tp I 1 m GOI EiIA Y —A P N•M 0�M mom r!G aDFmu _i 1 _—�tD ALL vmrx It>4aLf ^tr�—yy� V/LL LDa I I DIIQ 11�T Fb DaTAA}DII v MAnOl r MIQI A IAtel II[➢Yt0 PGI MICII TIN �RxR SPAQ VGInGTnI vY Al II 7TAx TIDl IME"t ptT/11D lC)Vml plRRi 1VGI Cllnl AN"IDI OfK m IXf LSSYG fJIGEI 46LN1D x I.KY]I n• SK tRm -W R GiVU fM]I tQ RMULI[ tGA' ARD,JaSTi 'IY01 EII V®[QIY'If3ml Ai N'OG pf(NG nN AT xO WO ILL AE. V111[ 0Y.4f« m AWIGI W ml� Im A�KAP �LOL.ffiT AT Y•YL YtmVL PYVICR Q YITVNl rlu R urn Mnu m rG+¢,nl am Q�Dc circa m luf¢uA'rm vAu IGI fmr u rW R Gave Gaol[IA 1 m Iif IA yr LAU R1M lNn C I b ISP V2 COME)Wl[,IID/iM RAR alFaZTVTm x>VL[t) MIST MIm1 1 1 Y m lA N-W R COME)GOI Sl1lVI}II nAm tN 71 IXT0m1 1 I b I4 LQ IM"In m.mil [vI[[IE, WML IrAln IGOYL 1CID MOR Gpi alt C T I 1 «M L6 ]-W R ClIYAI[LDinl Gai!Vn M SGC[ 1 In Lmnc Dnir.RIGRMTDfi 1 1 n m liC GImmealTms nm IA mtaroMGA an•mt vn t r Vr>n raTlssml irR IO Iam M M I 1 wu ALL aCAIOE WELT 1 1 ♦ 1-M IR« 1 1 Rf VC rTO K I JIM 1[AIt GVG LLA➢i tiY R"O I aMr M 6KIt A«AI Is I I Y•K.G'Io ;• ; 1 1 VT.Mies [1R[ILP{ R G n MMVu 1 1_ _v1 fK fl1Y WtC ♦ I CAS v IGYR Mn laiMrn 1 T—rLnR IrMMi Vx1 na q ifAT AT X.aG atic v 1 1 aTr.M LM[Tm[ OI1 Wait AT Y'6C QIG ♦ I INCA nM6 1 1 iG:[ALLI MIIML) LbtfI Illn V[M lDW GI Wf MIIPIM rlsmllG I I 1 1 m !T[111 AIT Y•Mam A'VItEt tlKi/PPAift e f 1 1 m xf GTCImt VDP LMP ♦ I nA SM tTtP 1 1 aTr.Z9 ml nLA FLO MK ♦ GQ V"rfR01[Till 1 1 L6 wA MIaMU vC AfaCT MI am\ lO U A a loon RlGI2m➢4 aamGl IALISXET MN fRAS nAf MM Ex AY!G m t[a o'rvilP1 an.[M fnm0 Mu I 1 1=01SPMI aomtbTRliro x aMl tUOla[ I I llt Ml n u R LPMU t 1 1 PQT R Al*I%TAUL Fb n TUI vtnl VMn 1A® f:4t IOIAT01 Itro K rxvAlatn nARn I 1 ry-r Ga fGC v MIDG VALL lVVA ClVDnnO SMQ M TmI!TmKEILW M PEAATItDE� T«[SI NIM 1WA0AT w m I IIlfz AmLY Mro nl0-IylDnDPlAlL2D xMTGI fra!rRmn rDVn\na Info K ::FnEA SSS.rLKlQO MMO"Vt.toff 1I RIDV[tLNi.",AT Y•aGw AKSTIDI Ta STMLEL. arM Mn tY fT1«rnl N , Mi6LAGf KU V/110Pn RIVES11V. 4 VV M mGp\C1t NWIQ VIiLt t fYM[inn\nTwm JD[T )! I t Vf' ILTK IIIDV REA n rµatlO nlNI igNQf Qfl0 mtO Al1EA GLnI" V®rD/Is[[ntlKCIITV P'0 ML lU1aIG VILLS MIY16OGCCGLLL IWYVJm nun At R>r Q•F SIID b I I STnAr Y'LIGIM3TKr11Y ATY'aGaTl)TAI ) LA• 2)V r-lTSD M mlon• w K FTWM tMal1IDt r6G MVWL)IM Itl[lfKTTIaMI 1 iKATIPPM RTVLR TFM Vl)II Mf VMT [RGA[mG L 5 VnGI t4SgM atPAr>irl .� a W T-U-tl Wt) r 1 A IOIIQ tO AT flDGl GRNCD N1X[ILoa xAtftKl a 4 16A1CZ Al Y RVGtRSE nl L4MIOCES Sl V)M LIIIIM Tg 0 I0 2AA[D4i I.-!n ww M N vmo IA-GaI PI«M n\n•voD p� t 1 pMpn�O TTMi>.ITTS BY NLI11 II-)f W{LLAIIDITVf111 VMq urfRn+ AL ArN/2' MaCY"MfrlAFlylIDt i0V'W OYGIGR tfAQ mm Mrl an b o< maaE Crap DDSrSLVf«m MAOI - s»a Q nta Dan vinl auLcs nA®w IOPIM TREATED fu rum GESm\ IARTT tl nmt tG IG ItSLtATD G SITE [TAB DATA n¢tl«nMoa LCDG)1 a Rm.nnt AT Y•o< R ar[rrt x lllt.nk)U N 14 tt i >KEI m vhf Ma NV.Y;YK Attl@/p IaiK Jan IM116D tit YIN N N NI OIO In Ilan\ n VGE 1®S IV rXVY ,V4Y 11tQD ]II'aA•LAt LILT U [Afn CLL1Mt NY IKK I4 b\nl• VnC IRDS t i Vt4µA14.LA9M NrCt< OEMY to WI Ull x wN1 IlMvwre«n•r a vmMlLATD xMI vv aRSADDal1 ! nana •IlanitRr) on Alonl fnvrS of P - i j sa�IF tATnort Vru ARE wl I yr Im 'OrmfaAu i aMv.sM¢rnAPArIY vAu ve•rnoaTc Pana L VY MRiGI IK l[11M1 M NSLIOII ftIIPAIlM all-[ra x tIRLGD [aVQ 1TN tfIINOR R Y'M'llC>I IIDI P WKle LA vAv IGAPATt]6 IE Pp>0•Tib I,AILL mAlDla nFfTm x>l6D[Itlftt raM0IIAM tnAwA. t x MDLTAb Tnl 1� K >MIYrtE /lGNY[fJIaY [Q I 71E,l xlT A•IfIL1ETr EVIIIELAS VGN afr a m oPS DmIKso ••G Avu m IriiA'tA rvouTS ImGlf IL AroAfrs INC. ILLmTIGa V.DAaml 4 DrA minan6 [ml M-IIII n[aIf-YM +: CAPE W/SHED DORMER • %,p <:. .�.A' ', ..avGocaD[¢GPI Ktarl TAIILE lne.L d t[SriMYL JMWc W I TEM VAX CROSS SECTION - IRC or NA r .vA Gammlo V®marrMCTvI r+®t TAPS KA x� 7 IIEN M 10 BSL/DRP 15 JAN 03 A 1 9 'SPACE RESERVED FOR TME NEW YORK STATE STAMP OF APPRDVAL' 14� �N •m>.anra�f< ANEEE311A ��o� 14 �4i LJ m fn a nmN mn- n(n roe RQT r taA�mit-a dltA FRONT ELEVATION Q LY4lA1YDR/(a fall®ifII R MIRK SITE COMPLETED VENT GAILE T TPANELIZED, SHED DORMER 4-BOX CAPE - SIZES AND SPECIES VARY PER FLUOR PLAN SEE CALLS MANUAL voNi ®Tl u 4 Q s a B NOTES, � 1. EXTERIOR LIGHTS SHIPPED LOOSE FOR ON-SITE INSULATION BY BUILDER IN PR xE ME WIRED BONES RT WALL � 2. SIDING ON ENDS SHIPPED LOOSE FOR ON-SITE INSULATION BY WILDER R 3. M71oNAL SHALL "HERS SHIPPED LOOSE IN ONE PIECE, SIZED DORMER SHIPPED LOOSE AS PANALIEED WALLS ONLY, ALL ADITHINAL FRAMING, 7 �- SHEATHING, WINDOWS ETC, INSTALLED ON-SRC BT DER DRIER �� m 2 M. HANDRAILS, STAGS, SHUTTERS, TS, AND SP ARE FURNISHED AND INSTALLED O-SITE BY BUILDER IN ACCORDANCE WITH F OF ADD L RX t1L 6f JLT STATE L LOCAL CODES 3. BOTTOM RDV DF SIDING IS SHIPPED LOOSE FOR OIN-SITE INSTALLATION BY FlR g _-.•�, BUILDER ft>ty4 6. THE NUMBER OF WINDOWS VARIES VITH EACH INDMDUAL FLmtPLAN 7. SHUTTERS L VINOOV fR1LLS SHOWN ON ELEVATIONS ARE OOt1ONs SIDE ELEVATION II 4 m. N ACRD GIRDERBEARING t1T °jBTst-� PANELIZED SHED DORMER INSTALLATION PROCEDURES PANELIZED, SITE COMPLETED SHED DORMER 1. AFTER MODULES HAVE BEEN PLACED TIGHTLY TOGETHER AND ARE SECURED, RAISE THE LINER CAPE RAFTER AND INSTALL KNEEWALL , PER CAPE RODE DRAWINGS. 2. SET AND PLUMB EXTERIOR REAR WALL 3. INSALL CEILING JOISTS AT 46' OC, (TEMPORARY SPACING) 4. INSTALL TEMPORARY DEADMEN AT 48' O.C. AT 6' OFF CENTER BEARING ommA Twn TAfm, WALL LOCATION S. LAY CEILING GIRDER 1N ATTIC AREA ABOVE CEILING JOISTS (WHILE AREA IS ACCESSIBLE) 6. INSTALL RIDGE SUPPORT WALL ON TOP OF CEILING JOISTS AND OVER INTERIOR BEARING WALL LOCATION, PLUMB AND SUCURE TO CLG JOIST 7. FLIP NIPPER HINGED CAPE ROOF RAFTER AND SECURE TO RIDGE SUPPORT WALL B. SET AND PLUMB CENTER BEARING VALL AND ENDWALLS, KEEP DEADMAN IN PLACE AT CLEARSPAN UNTIL CEILING GIRDER HAS BEEN INSTALLED 9. INSTALL THE REMAINING CEILING JOISTS AT 16. OC, AND ADDITIONAL CEILING GIRDER BEARING BLOCKS AS SHOWN IN DRAWINGS 10. INSTALL THE GIRDER ASSEMBLY 1N STRICT ACCORDANCE WITH THE DRAWINGS. ALL FASTENING PROCEDURES OF THE ASSEMBLY ARE VERY CRITICAL \ \ 11. INSTALL AND SECURE SHED DORMER ROOF RAFTERS ACCORDING TO 8olvrly C. DRAWING 12. CLOSE LINT IN-SHEATHING, WINDOWS, SIDING, ROOFING,' FLASHING, ETC, M w Nm LN1NN.NmAttlOA q fssu 13. IN TALL IWERIOR PARTITIONS, INSULATION, ROUGH VIRE, PLUMBING, REAR ELEVATION ILT.)ABr-....PAr l.r-Rlw 14. FINISH DRYWALL, PAINTING, DOORS. TRIM, ELECT, PLUMBING, HEATING, CAPE W/SHED DORMER CROSS SECTION CARPET, ETC. ' „ 9SL/DRP `AT B JAN 03 — DND A Z O RIDGE VENT-. •wAIX CSERKD FINR TIC WV YONI( STATE STNV 0' APPROVAL' SEE DETAIL C-I 11/2r MA RATED STUIIJ- OOR S71RD-1-Rmt FOLD U'011 E]VI NAOJD TO MSTS D6TALIID OVER AS DaWN IMnLOC ENO NABS IN ICADER 3-16d DID FAST 60] OR E4 EACH NEIICR ll L ASRKT M n ^ 1[fAif 0 sN114LS AVER ISE F T A JZ vNU[i Zj 'DSS.0T®C SL?MI MTDG N/IL SiELTYIE S �Y'DG S AROOFJII!-N! 11 U DLO FAST PRIX 60 Dl0 FAST DCL Q EOIAIL IMC OR ELSIAL NALL SEE DETAIL C-2 AT 6• DG AT 6. OG OISI.LATIOV x ROLDETI DRLSATRNI ACTADOR DCTNJJD = I °^' we 10 FDR 1ETwmR rRAAONc m An SPAa ul REDUOmIXTt II m SPF K h''R NAIX B _ _J VNCf B SEE DETAIL C-3 A yr m. SD a vAu - 6 ac �uTE 1r RJIv r-r Szr-1v1 r-r Em-o•a r-r RD Nw r-ss• Ra NN [-Elfb SPF12 KADG DVp1 STNQL j 1 � rwmw r. NIm Jain° STAIRWELL FRAMING 1 � i �yFS{rC NR RAnEA '1! . j 1 i IARTITIIN DY > LATCRK RMOI O RrD (S 1 T—�I 1 MIODEQ G AT TOR 1 IIOR \\\\ I I 1 1 WtA li'-Y VINE O TDM x RJUIER I I I I ORY) SSS DV6 R Fw )'-D' t2)'-r VIDE) FB IIEROAC)Elrtf i r-r rn'-a• vIm �� SEAN !-m E4 Vm[ SEE DETAIL C-4 I1/32 NA RATED STL11D-1-11mR 16• DE. ED/ 1 allED AND IMILED I III W-11. 07--W vINo SEE fUOliL2-pup AT POITT 10 .nISTT K tMVN - 1 r-Y 2]'-6' VINU rrorr-rr-rvrrrrrrrrrrrrrrrrrr r R-SD D TDD4 V/ VAPOR SARRXII TOWARDS �ria awurlaw�.l KOJOIC wn tti M5 1`13R N�Na�D.L Mz SEE DETAIL C-5 yr m.m a.Ass r nrtvm rTwzN r-r w TO u•-Ir VINE =2-h1 m K AIR U.-U,w TO 1r-r VINE m 2- 11 m K FLOW _1Y-ID'w TO OR-r VIDE IRE It i SPF12 2 IL•OG 2-2)(111 SPF62 JmSTS OR 1 VCW VP LvL 1 N' OG us FASTENED TLGETWIt V/ 60T NAD S STAGGERED 12/12 CAPE ROOF SYSTEM AT 6- Dc TNRU-OLn MET W/ SECTION B-B REFEAENEED TCST01 w,... TART Rr,., EO RESINCNTVL FtmE OT Wd YORi STATE SLD OCTN1Ll OVR N^1@D�A�A SSI NA ESR-M• NA E16DIDCD V®GA6TRICTIRI RIO( TNS[ KA � __ _ I o New P� 11 II II II Vr 1 RLT VVADq 4= A iD1Sl OR 111 11 a II III III II II 111 AT Ar OL GE,/ RT]iD ERML NACL C/OI JINSO ll 111 11 II 111 V/E MEMBERS L 111 II II 111 06O1CCR m FAST W] EDIML NAD.fASQ TJRiI) co alill 1 06 l EMI SDC w FLA MST P- NOTES, I 1. DESIGN FLOOR LV. LD. IS 30 PSF (BEDROOMS ONLY) i 2. ERECTION SEQUENCE OF ROOF SYSTEMS IS AS FOLLOWS I A. MODULES ARE SET ACCORDING TO THE STANDARD SET-UP I tORLE RAFTEIIz 2-P� K SFr ID]R PROCEDURES BEFORE ERECTION OF CAPE ROOF �� s v'II,ol°l10zmE°�a ➢�1 B. RAISE 2X6 RAFTER PANELS AND INSERT KNEE WALLS C. MAKE ALL CONNECTIONS PER DETAILS C3 AND C4 6 P"RTY' i D. INSTALL COLLAR TIES TEMPORARILY AT 8'-0' I E. ROTATE 2X4 RAFTER PANELS FROM FOLDED POSITION i - UNTIL THEY MEET AT PEAK PANELS MUST BE TEMPORARYILY' II SUPPORTED UNTIL ALL CONNECTIONS HAVE BEEN MADE PER ii DETAIL C2 F. MAKE MATING LINE CONNECTIONS PER DETAIL C3 !1 !! D !.I - G. INSTALL REMAINING COLLAR TIES AND FASTEN PER DETAIL C2 3. ATTIC SPACE INSULATION AND HEATING IS BY BUILDER 4. ML =FMICRORAMING LAM. ® / DORMER DETAILS 5. ALL FRAMING TO BEI 16 D.C. 6. WHEN USED AS ATTIC AREA FOR 2-STORY, CLG HEIGHT IS uP or m 2A2M,101E2DOAq A 1V H REDUCED TO 7'-0' (STORAGE ONLY) m -DA11 ur 2tT-nw CAPE ROOF SYSTEM — IRC 1M1 W RM MAIN BSL/DRP 10 JAN 03 A911 'SPACE RESERVED NTA THE NCV Y13W STATE STAMP OF MPR➢VAL' AIR 1 1/Y X 26 GA DAM STEEL RIDGE FLOW STRAP AT 4B' O.C. (DN-SITE) � i 2- 16d, DLO FAST 607, OR ElX1N. )MILS EACH RAFTER 3 - 6d NAILS EACH STRAP (O/-SITC) • 2-16d NAILS ♦ ]Dd NAILS AT B' OL. STAGGERED (ON-SITE) TOE-NAILED �♦ EACH SIDE 1 VENTILATION REQUIRED AS OF RAFTER SHOWN ON DETAIL C-4 11/2'x10'x26 GA, GALV, 1% MTL STRAPS E 48' OZ. INSULATION RETAINERINSTALLED 4/4-16 STAPLES KTVEEN FRAMING FOR A MIN ]' AIR SPACE EACH END ALTERNATE 1X4 RIDGE TIE AT 4Q' DC. IN LIEU IF 2x10 FLR. JOISTS STEEL RIDGE STRAP 64iSITE) AIR 2- 16d, DLO FAST 607, OR EQUAL NAILS EACH RAFTER 3 - M NAILS EACH RIDGE TIE (ON-SITE) FLOW PLYWOOD EDGE FASTENING AT 6' O.0 PEAK CONNECTION DETAIL C-1 DUO FAST 011CL NAILS OR EQUAL •• 2 12 PERIMETERS IDd HAIL AT r O.L. ` (M-SITE) 2- 16d, DUO FAST OBCL, OR EQUAL NAILS EACH RAFTER SEE TWO STORY IN HAILS AT 6' O.C. 2x6 CLG. JOISTS INTER-MODULE 2331 ASPHA3AT OR FIDERGLASS (CLASS n SINGLES CONNECTIONS ••N•� OVER 151 FELT PAPER FOR MORE DETAILS 7/161 OSS,•• •• STRUCTURE BX IPOSURE SPM! RATING 24/16 •• MAY K USED ONLY WITH 7H SUPPORTING ROOF e- IN HAILS FASTENING - 10-7/16' GA X 1 3/4' STAPLES 2X6/2X4 RAFTER CONNECTION ALT - 6-16d-16dNAILSNLs 11- 2' X .O3 NAILS (6d) DR EQUAL DETAIL C-2 CON-SITE) 23/32' PLYVD GUSSET 5 PLT-EXP I OPTIONAL 4 BOX CAPE 24' O.C., PER RAFTER 1/2' SEPERATIb! MINIMUM eS Zz G+¢ KNEE WALL CONNECTION GUSSET PLATE CONNECTION OF NEW DETAIL C-3 DETAIL C-4 6d DAL V. NAILS G Atk SEA. SIDE STAGGERED Y' 22 TEECCO TY-DOWN SENIpR �. OR E()UAL EACH RAFTER ♦ 1/2'q DOLT DD AND JOIST STAGGERED SIDES EA. IDE A GUSSET ONLY ONE ANCHOR REQUIRED EA. SIDE APA TRD. ` FOR 24W MODELS SHT'G 32/16 EXP 1 ♦ ( 1 ) 1 1 ocDm rwm (an. ! 1 I/2'X16 GA STAPLES 11 EACH SIDE STAGGERED AIR 2-16d NAILS AT 16' DC. FLOW NAIL TO STUD (ON-SITE) NOTE] IN ADDITION TO STAPLES EACH GUSSET TO BE GLUED TO JOIST rr REFERENCESi SECTION R803.2.2 TABLE 503.2.1 (1) RESIDENTIAL CODE OF NEW YORK STATE 2' MIN. AIR SPACE REQUIRED FOR VENTILATION uF of m ARu I®M.R)R10, fd n1u BY WAY OF AN INSULATION RETAINER INSTALLED FnD>rDY Rav Pa EWA E30-98, APA ENGINEERED WOOD CONSTRUCTION GUIDE TABLE #24 BETWEEN RAFTERS (EVERY OTHER RAFTER) CAPE ROOF SYSTEM sr aATo .Ev, D.R Uo BSL/DRP ie JAN D3 A2 2 it U U 0-/' �7 (DJ \-O SINGLE STORY SIDE ELEVATION SINGLE STORY FRONT ELEVATION 1_ i) MY x STONY ATT� p u' 11 STORYTWO STORY SIDE ELEVATION TWO -. IIA A4 do -� ...I FP -_ ■■ 11■ ■■ ■■ i TWO STORY DUPLEX ELEVATION FOUNDATIDN DWG L--PROJECTING SECTIONS 1. lum BSL/DRP 15 JAN 03 ©� •yAES tCSERVE➢ Fm( TIE IEAI YC6Y STATE STN! P APPROVK' FBt Q-M PT) WSTLA71DN V/ VAPM 216 SKSP kll( KM BIARIER TOVARD CDDRIDED SPA[ETIOS SECTION OF ROCT (SEE WG ID A➢x TTATE REWiRLMENTs MAY BE t SSTE BY B1ILDEIO SEE EASE MA1laL) 2S6 ZKK RKTEAS AT I6• W •� Y4 fPfK MIDGE BEAM PSL SKK R/i101s t 16' Q fA 24- 2 I. OG 12 2.5-12�— PSS Q p'1 S1(L VALLS a 16' IS: VY GYP JOMDaAsz c AIR FLOW Vr GIT Hurn nAss c OTTLRIRI F SH IMCRmt r➢msN CStK .!➢STS AT TE Q N• INS (SE JOISTS AT FT (SFE CIE AtIiVC PIA (iUnE (SEE CHART ASWE SIR CARIE 1 SPECIES) ANp SPCCYL) EST ul 01IG w /16, EN IG w )/D• OTS DTI- w ]/IL• OSP 71- W ➢/r PLYVn N Q O) Yr RYVD IT lm VY t-MK Q m) 1/Y R-1LAY L1' SIYRRTMM 1/1' STYtPOAN SKAl1UND 66 SPF LTm! 16. OE OR 21' « f�ICAiM M ZxG OR PD1 SPF STM ! M• W ON 26• W m /1mm NE"PP[EiIDADS, SCE CKC. REDA PER lcrv`/VDm LOA SEE SALE. MAN11U MAMYU D6 SK STPD a a-Oc Q [I'OC M JOISTf f R 24 Ku PER 1112N m LDA➢S, SEE SALE. A WPK FOR 21 VINE MAMIMIB M®f1S PRIn LE Nf j:: VID )® E ELSLS DSL )A1m JOISTS QK K TO 19/BY ANA MTm ST1.RD-Ji DX BAND MST& 19/BY NM mm sl A li MTSIZE 6 M JOIST V/ D'OC -I (SK K TO MTN 1L• OC EIP-1 SRICES STAEiEM➢ 1' NOO SIDE P M JOISTS R-I9, "4 OR R-30 �N BMLATV/ VAPRt MARY[ TlwA cmm SPA2 ➢/r RTS V/ VAAEIS AT rb W ( SITE DYTA 1/L' GYP SCMRD 2x6 SK 92 x h SK K VY GTT tpY1D [AD OREYD SK K CEIL CIALS C ➢RCRIIA ING JOISTS SNQ MM V/ SPLIEFf CIMS C ➢1TGIDt BAIm MST% V/ SPIJCES FDOSN AT 16• w STAEgRED AT 1' MQ .F11OSM STAGGRTm AT 4'M D-19 D6ILATIEM V/ VAPRt BARRIER R-19 n Tm1 V/ VA BARRIER TRVARn[DmrtIDtD SPA41 TOVAm CDm1TIDm SPA¢ EST S-ING [ST Smm w /4 VMYL (AN/4 VMYL STD LTD m)TI-u !>f M LYI SK STIm t 16. K P 21' W R-O tAi OR ESA SPE SWO ! D• OC SIT H' OC �J [�•� OF PTO M JOISTS ! R 24 NIS. MAOI JOISTS 2A SK 92 FOR 21 Ox B.A1m JOISTS M PEAI)CTER INSLLATIIM bfSRE K fuR➢[t SK K To MTCN VinE MO➢ELS, 2610 19/SY MA MIEN TT1AAIi1OQt (SK SE To MTm1 R DSM)TT MOBS ARE ITE11AM SPF S2 Fm 2] VIDC PSP TR[Alm LLL I0� APA r' Oc E -IIAIm f1LRF1YlID1 SK P M JOISTS 16. OC CSP-1 LlII P M JOISTS Q 2YS TRGIID S V/flllCEi STARERm MODELS ATE M n6tLLATDH o STTE BY N W PTIDML FLA TC 1'-v1mD OOLShTIDI IT M ACTAtEN Y BSM)T VA LS ARE ox BNm JOISTS 1� AANOR RTS VCW]• NOT WfLLATm SAT mAVL YALE rmt m TSaw (at SK TO MYCH f1My m' E m FDDaIATTSM LRE P M JOISTS !� 1A1CIOt RTS VYYR' ➢/r RTS VNASKSS VN1 AT r oL V/SK MS STAGfLIIED AAfVI is, mw m D FDBNMT01 1'-D VN AT Y OG AT MY P tfITE U6TAl1ID) ANC)a RTS VYYIT'/ID' OQEDED Q 1 R-19 INLLLATION INSTKLm 1' SOLID CM Y R-19 INflLAT1D1 U6TKlID 1' SLLID CAI Y m FDDmATION VNl AT r Q [pASE ON-fITE/Pl. BY NA)AY, MLY[N 1 OIfSRCNT. DY MAAIf, y 'S 4 cn In CX V 1 Y SRL P ru JOISTS SE E 1 y m mf(sI m4 a V/SPLICES TTAG(iAED YASEKMT VY CDG PAROIAG COVEN VY L'DE, PAROING tASCMENT ALLS1,-➢1010 VC CDG PARGUA B/SOEM [OATn1G / IITDOWR mFDl11nAT1D1 wSm NY lOIL➢CA) COVERCV/ MTU0IUY fo.MMSITE WALLS NY ) tWFfmllEMt MS1OL➢EA) VAL-SCINm V/ Bllm Y CMU V/ ESPAAIMN.!TATS RTI) 1' SOLID W Q C 4' COSC. " V/ SUM D CDA[ O 1' CDG SLAB V/ SUM [iVll® (J VIRE ICSH W VINE KSM {JJ LJL1 H} IARRYR ' R'f A •/ BANTER A '�. WF ' WH fW 1•GMVLL YD 'OMVCL BED DANA TOE oRAM ME oRAm IRE N MR CDRDAOIX l'L lIP1lY CROSS SECTION A-A 11 DAN mmNnrr wt CROSS SECTION B-B N BAN EAwrnams ® e SEE DVG )a FOR ADDITmAL[ s .SECTION NOTES SEE ➢AIG Nt TTA ADDRIOAL mlct SECTION rmcs •� Q , sn Pa Aw aur. ymA6 Olm n rasa fns ss]-a9Bt as DD]-KK PROJECTING SECTIONS DETAIL — IRC 65IDRP ➢"'ie �Aw oa ➢`G� A30 r 'SPACE RESERVED FTR TIE MiV YDIR( STATE STAMP OF APPROVAL' o d Q) 00%M, \l bJ[ID•1',ilO1I M IAE Y Y!VR j ,ppA1 hR,4i MLL[\Y� _________ ,yI J I- J_____-- u-E {[XIETIIo (u_SfIIIE]!/IMLL __ ____-0TN „ r nutI x ie-Ell===Cj1 I] ❑ ®I I HALL CL \O Yi ` ` IJs Y•In ZDROOI z I p Y Y j 11 >tT 1 armfat+Y 12-e =lwm n A 11 ��xII ij L_-ai I _- moist U w w 14 ISTnsw. I I utTnb Rml A ---'r BnxDw (p I D I I �� II II wm�Ym NMW MULTIPLE PROJECTION ELECT. ._P Na Iva MA% MULTIPLE ROOM PROJECTION ELECT 6 L HEATING PLAN HEATING PLAN MULTIPLE ROOM PROJECTION FLR PLAN ( 2ND STORY OF 2-STORY) MULTIPLE ROOM PROJECTION FLR PLAN ( IST STORY OF 2-STORY OR SINGLE STORY) ( 2N➢ STORY OF 2-STORY) ( 1ST STORY OF 2-STORY OR SINGLE STORY) MULTIPLE PROJECTION FLR PLAN NOTES BAS PROJECT104 SIZE INCREASES,UT IID ADDDITION& ROOMS OR SPACCES VILL X ADDED OSIZE WILL ASE PROPORTIONATELY. OPENING IN PERIMETER VNl ADJACENT TO MAIN HOUSE O > SHEATH IT INCLUDING OPPENINGS V//�'UTHERFHOPLYLENGTH OR CDUA ° REMOVE SHEATHING, STUDS AFTER MOOIE PLACEMENT AS PROJECTION SIZE INCREASES, ROOT SIZE WILL INCREASE PROPORTIONATELY, RUT IA ADDITIONAL ROOMS OR SPACES WILL HE ADDED _JJ _-_ __- LIVING, EAT IN KIT, RECREATION, SLEEPING ROOMS SMALL HAVE NATURAL LIGHT _ __ aqt ® PROVIDED THOUGH AN EXTERIOR GLAZING AREA OF NOT LESS THAN BY !1F THE i-ECR AREA• NATURAL VENTILATION R AN OCCUPIED SPACE SVA" BE SMlOIGH •♦• R O OPENING TO TIME OUTSIDE AIR, NOT LESS THAN AX OF THE FUDR AREA. B u PAIL7®RIYRGH XA la noov N ii ii 9 ii ii ii �I � •• � Ta Iml-V-P YIS ii i ii R'y'a: lob %*��JUN 22 2004) II II II ROOM PROJECTION ELECT. L HEATING n u u ROOM PROJECTION FLR PLAN (1ST 6 2ND STORY) ., AW YY / sa jvArr (1ST 6 2ND STORY) '007 ii ii ii O S, u u 11Li sn Mn lAWY. IOaMVTIOlO ti nRu II 11 11 M Ah-ITY PIT A"-0f" PROJECTING SECTIONS DETAIL - IRC PROJECTING S ION WALL ENING DETAIL BSL/ORP RA IL IAN 03 RCM we A31 -S AX KSSRVm FOR THE KV YDM% STATE STAMP OF APPItOVK• tYN w r leil]m® S[[TdY maaJ:TALI:aGL GI IIaS1aIXfYL[0(IT I w }YN x\TC AM[ILllmlp y®myTpClyY Ym T\II[w w wcw IY/Tm OJ\YnKT WGIJ mwx D Mp w Fnl p{ pf< iAa•M,[YFNIY[ aL C'NI MT➢L RVIA 1 Y•Yc m1Y rm aye IYFMaiAYa srG MY ME a u Y TM ero m RN KIR t Y•oc yr ni v/vAso R rru oa R aTu YIQ.VMl e1R VMl � Ml[ a Y OL a Y•OL til Rea(2x10 iM fyY Ra[@!10)[YI cowl o a0:FIIDI Nx Fv ma a¢fila MY IT•lllo �\iRla eC>Z\Ral MUY IYO\WD x[R[N OY I\m. 1I!'m lWe 1T m IWO 1Ie'M YYO .\Y R➢V nj�te m tnw VOfI1.T11) •.mpRAQ Nx aWAld MIaTO M Ye M1 W lalll6 MIT eau.TlDl V/VNO MYm iW\IY[ - V/VNS MIYn 1gIMY BYO Y'/Q CIT. miroo vA¢ Y\VaIIL 1 IT 'M aM✓4 1W RL VY M YYe m mm Vl. "allOa N'CL LaN R[nY a1WFIL VYl `` 1T M a60 i/Y•YY.W MTO K M p1rY `V`V YLAIIOf 0.M T) M IlRA6 Nx ai1Al1M \ Y/VM0 xIm lAYly 11/Y YL>..W Mro ```�V 0afpp FAQ a1WMID1 0.M MTJ Y N Ja6ie\T 4•pC L Wa.mil a-me Rat 1 ``\� rm inra maroo�sKi� =4 `�� a arts JxaR yr nn v/vAYm a°iririnmiSvrT =4 `' e-sot Rae A7 Y'm RI[MTr\1IDlll0 vaND 1 i Vr�D®t VV_Yil6 Tv t `V` C=�11Ir YOf YD VVV` Yrt Y¢TruD 1 ` �IIY11 v/ m R tN t W GG V I�Sfd A K NA R t11Y —? S6' MIN T/!M Y•O = � IA•M IM.n .;. _� Yne w reA Nro ......... of NEW m irwm �a YY MMLL � ou r Tan w -7 A�--'cv7L Y 3 1170e1E Yma �ye•nn vwvt r lJa nrn.VYI 01e0 m Ino oni to 6 7CL. /a yr d NI yr a"'\T Y•¢mic\e-ruLtD sm[x YLv V C ` nT aY Ff R? m veioM You __ �°w lri� L iiam v/�vrar�"aTmmissivaic �t76 ,�♦ ` .W 1/a'Y'S tim xliTM MlL v/YIIMui [MM W m fit.OIL , LDOT[M �* lin V/Y{VLC Idl \Il VMO MYm MV6 a� M Ya 011WYt" ae'i1 O!'00[1[ �n r nooYro sYx to FOR UNITS !)VER 13'-9' IN WIDTH 1. 2ND FLOOR CEILING JOISTS TO BE 2x10 SPFY2 ! 16. O.C. DR 2.12 SPFMt [ 24' O.C. NOTES 'FOR CENTER UNIT' L THIS MODEL IS SHOWN TYPICAL AS TWO STORYI MAY ALSO BE A SINGLE STORY 2x8 SPFN2 [ 16' OR 24' O.C. 'FOR OUTSIDE UNITS' MARRIAGE WALL PERIMETERS WILL MATCH CEILING .JOISTS UNLESS A SPECIFIC SIZE �1�� 2. THIS MODEL ALSO SHOWN AS RAFTER SYSTEM) FOR TRANSVERSE ROOF DETAILS, SEE PAGE A26 LA27 GIRDER IS USED. 3. THIS MODEL IS SHOWN TYPICAL AS BASEMENT) MAY ALSO BE A CRAWL SPACE 2. UPPER RAFTER SIZE TO BE 2x6 SPFOR t 16' OR 24' D.C. of m m • �+sH4/w nav+ 4. FOR TYPICAL NOTES TO FLOOR PLAN LOVER RAFTER SIZE TO BE 2xB SYPB2 t 16' O.C. OR 240 SPFY2 t 24• O.C. 5. FOR FASTENING SCHEDULE OF THIS UNIT. SEE CALCULATIONS MANUAL 3. 2x4 SPFN2 KNEEVgLLS t 16. OR 24' D.C. SHALL REQUIRE BLOCKING AT KID HEIGHT 6. THIS MODEL IS TYPICALLY A TWO STORY OR SINGLE STORY) SEE PLANS AND DETAILS 3 BOX CROSS SECTION - IRC THAT PERTAIN TO THESE MODELS 4. FOR FASTENING PROCEDURES, SEE 16' VIDE CALCULATIONS MANUAL, SECTION 21 7. SEE CALCULATIONS MANUAL FOR ADDITIONAL INFORMATION ON 16' VIDE MODULE CONSTRUCTION S. EXTERIOR WALL STUDS TO BE 2x4, 2.6, 2xB, OR 2x10 SPFt2 urt� —pA32 BSL/DRP 18 JAN 03 'YALE RESERVf71 STR M M W Yell( STATE STAMP O' MWROVAL• x a z I b 113 WINDOW m VIDTH 30 3/9' \ MIN HDR. REWD, 2-2x6 SPFR = SEE FLODRPLAN Du. 2x)0 SPF62 DIL 2x10 SPFD2 = FOR OPTIONAL VINDDV LAYOUTS SEC LAL[UA710N3 - -- --- ---- -- c _______ FOR MDR. RE" I I I I I ♦ I Y 21-0. 5'-3 1/4' 1 2'-0. i m = Iit JOIST i MANGERS (TYr) 1 s GO 2x10 SKIN!JST. a ISOLID I a v nR. 6• ¢c i I DLDcc)MG , 1 I I 1 i 1 I I �? FaDmATwN vALL , ;D I i e i r 1 , 1 I 1 I SECTION 'AA' a Q td ♦♦♦ Ply I DDL 2x)0 VFOR I ♦ � I I ♦♦ .. 2x)0 SPl02 FLR JSTS, 1 16' OL B B , 1 ak « pN r fLR 2JST.S1 16? ¢C IN I qq I SOLID G m ,N JST. 1 A ZDN JOIST RS 1 I a lD OF New I� �NNGRS,I c MANGEETYP) Y L A I� 1 " A 6'-5 3/4' I 3'-0• R _`G1iARL(`� A I 16 3 WINDOW �F 7^f WIDTH 3B 3/n' 4 . MIM, HDR. REO'D. I i d 1pNDATiDN WALL--1 Q EE x6 SPGR I \ SEF FL�NL/JJ I 17 I F/1 x !m OV LA NL I • r A Q SIM LAYOUTS I I P sEF rxcLanoNsFou+DAnu+ vALL I zJ° � � nDL zx10 sPFR iFOR HDR. REO'D. __ __ __ _ /4' 1 2 m 6'-5 3/4' 3'-D' _ J N 01 1�1 DDL. 2x10 SPF62 DDL 2x)0 SPGR 3'-D' 6'-5 3/4' 3'-p' DETAIL SHOWING BAY AND DETAIL SHOWING BAY AND M=PARTY. FIREPLACE AREA SUPPORTED FIREPLACE AREA CANTILEVERING BY FOUNDATION BELOW OUT OVER FOUNDATION BELOW EXACT LOCATION VARY PER DRAWINGS SHOWN FOR FRAMING ONLY. FLOOR PLAN DIMENSIONS SHOWN WILL VARY DEPENDING SEE CALCULATION FOR CANTILEVERS ON UNIT WIDTHS AND BAY LAYOUTS, AS WELL OC AS LUMBER GRADE AND SPECIES. NY US Yq'6s . 1®ALEBOA , PA )'ASR SEE FLOOR PLAN MASTER PAGES FOR MIN. (are) a.fY-Rasa F" 1af-DRDp L MAX. MODULE WIDTHS TYPICAL FRAMING DETAILS - IRC SECTION 'BB' BSL/DRP "`I1 JAN O °ND b A33 `\ SPACE RESERVED FOR THE NEW YORK STATE STAHP OF APPROVAL' a- MRS u•oc a au 14 > M dA mrt. � u a 17 ww" to EIDm u rtw KrsvAu N:w annr EXT. WALL CATHEDRAL TRUSS DETAIL 'A' ae w on,.A0 m u m a a wao s a>aurt MnmnseSAW EAM Al 1mADI SPAM a»A DETAIL 'F'v YUAm n anu CFT. u a » EXT. WALL STD, TRUSS DETAIL 'E' DETAIL 'H' STD. L CATH. ROOF BRG. L HATING LINE DETAILS „ w BI-LEVEL OR SPLIT OVERHANG e n DETAIL 'I' (STUD VAL0 u D u u 9 NOTE- SEE SHEET 36.1 FOR EXPLANATIONS UN ROTES a a a T a u 6 � N 19 Y Aof NEW a a EQ LVL LCIQa v.0[1 MMaI ..'♦ VIIN nl VNlf aR JDDIf •� • • r � ' • uw>nrtr 'KAK TYP, ONE STORY FLR GIRDER BRG. x DETAIL 'G' TYP. BASEMENTWALL DETAIL 'C' T �� PAM. e 5 r a az ffo fS INC. BI-LEVEL OR SPLIT OVERHANG DR(M) mA``RQAO' PAWff CRAWL SPACE FOUNDATION WALL CRAWL SPACE FOUNDATION PIER DETAIL 'I• (HASONARY WALL) TYPICAL SECTIONS k DETAILS - IRC DETAIL 'D' DETAIL 'H' » 7 BSL/DRP 13 JAN 03 A 3 4 SPACE RESERVED FM THE NEV VMK STATE STATP a APPRWAL' m n m AI NOTE, n AI n sr°m m1ATt T1vT.w rLAtMllf. SEE SHEET 36.1 FOR EXPLANATIONS ON NOTES TT9ESTv fPACES � pffRC 6%6%M W cALV m wxri PLATE n 19 b STV SPACES 2-Nd EACH TWSS W SITE u MUC AT 9A' is6 SUN FACIA lA 1e u r BMP'� a a.rLRr m v wummAT s°� 1Y of S? rAuu u n>tov vER m 1) mTTr I zn v+muc r Ra AL1M J [MAI9EE oasTr[n ,I11LD[t T6• A R9• Tw INLLf i�l6�•�c — — u OfSTTE)a "T PO 71 SRID ilINOG FRStTV SPACER r If DI STANDARD OVERHANG DETAIL SETAR•J u u , n m CHIMNEY PENETRATION DETAIL K 91 TaTE, D6TAu mm aLorJac m rm rAasTH EV fi rTAMXSO VRH 1 VYu6 W w STAPLES u ildH Sill STIfLLRCD D! , BI-LEVEL ENTRY WALL DETAIL 'L' TTJr]t v b a cK vom n T ,r 9UDDQ m n mT sTnlHo u u c�°F"a, � r : q& .T NDI,ZIT s�ri 14 - SECOND FLOOR MATING�DERLINE r r f m•a v TT SPLIT LEVEL OFFSET 41 yT DETAIL 'N' u TYP. GABEL END OVERHANG u Pan. Tsa JDIMf DETAIL 'M' TD Rma vert eih- T •'• DX JDTSi a =STf HAATRa M JOSTf T J1Il XIl A/ /91�Gi1 M BI-LEVEL ENTRY WALL " ""`a` AmtLov TYPICAL SECOND FLOOR XOAl�'S, lNC. DETAIL 'K' M A,I Alt Y[Yi4 IY IM vTxrm TnAa r T9Pl)NP-AAY ur..-+w sari TYPICAL FLOOR FRAMING TYPICAL SECTIONS & DETAILS — IRC TYP VENTILATION DETA71 lm aTo Ten we to BSWDRP le JAN 03 A35 DETAIL REFERENCE NOTES 'SPACE RESERVES TOP TIE rev YORK STATE STANA Dr APPRwAv< AD 19 6%6X26GA cxv HINC,RA E 1. ALUMINUM RIDGE VENT (OR GABLE END VENTS) 20. 235# ASPHALT OR FIBERGLASS (CLASS C) SHINGLES 1.6m 2IW EACH a Az 2. R-19 INSULATION W/ VAPOR BARRIER TOWARDS OVER #15 FELT TRUSS ON-SITE CONDITIONED SPACE, INSTALLED ON-SITE/ OPT. 21. RR 7/16' OSB, EXPOSURE #I, SPAN RATING 24/16 BLOCK AT 24'CO 11 BY MANUF. (SEE DWG A45 AND A45, ADDT'L STATE MAY BE USED ONLY WITH SUPPORTING ROOF 2%6 sue rAC1A REQUIREMENTS SEE CALCULATIONS MANUAL) STRUCTURE E 16' O.C. aUAINIW ] 3. SAME AS NOTE #2 V/ UNHEATED BSMNT ONLY 22, APPROVED METAL JOIST HANGERS OR LEDGER DRIP Eocc a 4. 3' DIA. PIPE COLUMNS (ON-SITE) SEE 23. DOUBLE BAND JOIST SPF#2 TO MATCH SIZE OF i• U CLNINIPI FOUNDATION DETAILS FLOOR JOIST ASC31 5. 5/8'x4'BIL LAG BOLTS (4 EA. COLUMN) (ON-SITE 24. 2X4 SPF#2 E TE O.C. (OPT) SEE NOTE 40 vErrtEn ALw. BY BUILDER) 25. 4 MEMBER CENTER FLR GIRDER W/SPLICES STAGGERED ALEN. wANNEL 'D 30 6. 5/8' BOLTS W/WASHER$ AT 48' O.F_. (.SITE AND LOCATED AT 8' INCREMENTS IN COORDINATION CAIILKI ]-16tl NAILS AT 2v aC INSTALLED) W/COL. OR PIER SPACING i6-6 zv ONr So•Sro I2-16d.-S EI P AT 16' on ¢ 7. 2x2 CONTINUOUS LEDGER (NY-2x2 M.L. LEDGER 26. A 1' AIR SPACE FOR VENTILATION IS REQ'D VIA AN Toe-mo was NJST INSULATION RETAINER INSTALLED BETWEEN TRUSSES vENErnATE mun rnANINc , OR JOIST HANGERS) B. FLR JOISTS 2 16' O.C. 2.8 SPF#2 FOR 24 VIDE (EVERY OTHER TRUSS) 2440 MODELS, 2.10 SPF#2 FOR 28 WIDE MODELS 27. 2 D.C.4 MEMBER SECOND FLR GIRDER W/SPLICES SEE CALCULATIONS MANUAL FOR OTHERS. 4' O. EXCEPT AS RESTRICTED BY SPAN SCHEDULE STANDARD OVERHANG DETAIL TYPICAL SECOND FLOOR 9, DOUBLE BAND JOISTS (SPF#2 TO MATCH SIZE 28. (4) 2.12 CLG GIRDERS W/SPLICES STAGGERED 4' O.C. DETAIL v TO Rla OF FLOOR JOISTS W/ SPLICES STAGGERED 4'-0' MIN) EXCEPT AS RESTRICTED BY SPAN SCHEDULE VENT DETAIL v' 10. 4 MEMBER CENTER FLR GIRDER W/SPLICES 29. 5/8' BOLTS E 8' O.C. (ON-SITE) STAGGERED AND LOCATED AT W INCREMENTS 30. 2x6 SPF#2 CLG JOISTS AT 16' D.0 IN COORDINATION V/COL. OR PIER SPACING 31. DHL. 2x12 SPF#2 BAND JOISTS W/SPLICES STAGGERED DEL.)DIST DSL MISTS 12 (4) 2x8 SYP#2 FOR 24 WIDE MODELS, (4) 2x10 SYP#2 4' MIN, HARDER FOR 28 VIDE MODELS. SEE CALCULATIONS MANUAL 32 CRAWL SPACE FOUNDATION WALL (ON-SITE BY FOR OTHERS. BUILDER) SEE FOUNDATION DETAIL RR MISTS 7 11 11. 19/32 APA RATED STURD-I-FLOOR, 16' O.C. EXCP.-1 33, BASEMENT FOUNDATION WALL (ON-SITE BY BUILDER) 12. 1/2' GYPSUM BOARD CLASS C INTERIOR FINISH SEE NOTE 32 13. R-13 INSULATION W/VAPOR BARRIER TOWARDS 34. 16'x16' CRAWL SPACE FOUNDATION PIER (ON-SITE sr NAn¢c (SEE DWG SPACE (OPT) SEE NOTE 42 BY BUILDER) SEE FOUNDATION DETAIL Ata Rw (SEE DVG 10, ADD'L. STATE REQUIREMENTS) 35. 2 PC. HEADER (SEE APPROPRIATE ROOF GIRDER 14. EXT. SHEATHING SCHEDULE FOR SIZE) WHYTE 31 (A) OSB (N.A. RATED SHEATHING) (STD) 36. 2 PCS. 1/2' PLY OR STRUCTWOOD FILLER SO'nT 37. DOUBLE 1/2'x1 1/2' COMPRESSION STRIP TYPICAL FLOOR FRAMING (D) 5/8' PLYWOOD T-111 (G 1/2' MAX (OPT) 38. WEDGE BLOCKING TYP VENTILATION DETAIL (D) 3/4' GYPSUM (OPT) u I (E) R-MAX (OPT) 39. DHL. 2.4 SPP STUD AT 16' O.C. MARRIAGE WALL 15. EXT. SIDING CSTD) 2x3 SPF#2 AT 16' O.C. OR 2x4 SPF STUD ° AT 24' D.C. (OPT) (SEE CALL. MANUAL) DBL TOP (A) 4X4 VINYL (STD) Is 13 (H) 5/8' T-111 (OPT) PLATES (STD) REO'D IF TRUSSES DO NOT ALLIGN 16, R-30 INSULATION W/VAPOR BARRIER TOWARDS W/STUDS COND. SPACE (SEE ADD'L STATE REQUIREMENTS) 40. 2X6 SPF STUD GRADE 16' O.C. (STD) (24' O.C. OPT) S,rnN LRCM OPER RAmw SECOND FLOOR OVERHANG 41. EAVES FLASHING STRIP OF MINERAL SURFACED DETAIL 'C' 17. 1/2'x1 1/2' WOOD COMPRESSION STRIP OVER ALL ROLL ROOF TO EXTEND TO A POINT OF 12' MIN, FIRESTOP SPA. INTERIOR VALES INSIDE THE INTERIOR WALL LINE 18. PREFABRICATED WOOD TRUSS H 24' O.C. (STD) (SEE 19 u Y DWG I FOR ADD'L SPACING/LOADS 42. 1 1/2'x16'x26 GA. GALVINIZED STEEL STRAPS FLAwwG 19. 2x4 SPF#2 STUD IF 16' O.C. (OPT) (2x4 SPF#2 PLACED AT 48' O.C. 12 0 SITEI REQ.D PER ROOF/WIND LOADS, SEE CALC. MANUAL) FSRESTOP SPACER 21 PBL TOP PLATES (STD) REO'D IF TRUSSES DO NOT 13 ALLIGN W/STUDS SEE NOTE 40 O #- � lE (#21)RN REFERENCES SECTION R80322 TABLE 503.2.1 (1) RESIDENTIAL CODE OF NEW YORK STATE SUPPORT EVA E30-98, APA ENGINEERED WOOD CONSTRUCTION GUIDE TABLE #24ELmV TRAPSLDOV of NEWEN GBA-16 ST STKLESYET NALL Iz EAw STRAP9IYA-)6 GA STARES1) TRN Ar[IRESTDP SREOD Sl.Y VNERE IS VRLL SP ANRA S iE[D 4Y-EDW RAFTER 19USC L 641AGE FS" co 1 LV ST EL T ROOF/2ND FLOOR INTERSECTION DETAIL AT STEEL SrRK SA 1 V2'%6'%26 W AT AB'OLAT . DETAa 'R' GAL.WSCL STRAP 1-16 G.STAPLES EACH.11AP R-16 LA STARES ACH STRAP TWO STORY FIRST FLOOR TWO STORY 2ND FLR OVERHANG CLG, ANCHORAGE TO PRG WALL 2ND FLR TO IST FLR CONNECTION CHIMNEY PENETRATION DETAIL TPERINETER OF HorsE OND TUE NALF)CLO RR GIRDER) ENGINEER, THIRD PARTY, 12 3 E,HC SI STAPLES 11 EACH STRK A-16 S STAPLES C.ACH STRAP TANA l 1/2'%6'X26 ON [� WW. STEEL STRAP 1 IR'%16'%26 W AT E' D.C. GALV.STEEL STRAP 60tl NAIL 3° EACH TRUSS T6l Pltl OP 4-16 w STAPLES Y,0 aNm w i.m iw u r¢ P6bdLT/ON ./IPEX "`GA 5T P 5 XOAfFs INC. IY T CAO)STRAP rPH Tr.Y y ur Av nn)�rN rrw SECOND FLOOR MATING LINE ROOF ANCHORAGE TO MATING WALL OPT. TRUSS TO WALL ANCHORAGE TRUSS TO WALL ANCHORAGE STD. EXT, WALL TO FLR ANCHOR TYPICAL SECTIONS & DETAILS - IRC DETAIL-0- LVOT FOR NISI EY, D40 REN DVG NO ORP iB JAN 0 A36.1 'SPACE 11Sa NI M A[V YAK OATS STA 6 APPRRVAL' tY-r THN 66'� PIa1CIG tAm6 Ebwif W m fl]lK .aSTI LQ LVL lLlal 6lW YenaAmK L oo.Ac rata 4 d i •m C DIDELHIY s/o-Tne Wm /W�y m b WIN ,ne atm Wr y Ra.ta<WINE 1/u Wr /m-r vm m b INN Pn!Ilpq Pw VL10 P¢.b SKK IVIe OCY'/tT-r VAO m b KK twxcos aTm « bot mavowrt LAAa m'flowl �immTO ti td VAyi.Lt VM Wt I W VYD b PSK ll a�w/P VIKJ m or TYPI AI r 7 ING FRAHIN• DETAILS Kne Wa W y®b One P/It d:'y/tY-Y VDO m SYPK FOR 1st FLOOR OP A TVO STORY lTPrel era 'f � Pa�iun In!eAml«�ymD ui. rr-s• oo w sne arx/ voo AJN_m lPY« } P/K alma+r+v>m ez PYK n. rrne ar-r/v-r vm -m Pr« T IIMAat K,Y A P-r TItAI wo mom yr �P4OF N roux �msR «� TYPICAL .Ell ING FRAMING DFTAII S MSX.mn AYO trlaal vAu ¢eruT FOR 5/12 THR 1 IP/12 RAFTER SYSTEM , OlrQell VALL 31lYOIi AT ft"m WA ml Q m J r A tl EOS W KIM•RC � O Do rtm moot, 12'-0' TO 13'-9' VIDE W LVL WL QL Y e-EOO SH K RID Si® m rame,a rnr.rAP 11m11 Krn Y Rrbi Gomm, vrtr mr.nv 1` M VNl •Tn UNDER 12'-0' VIDE b Pf KIM'R /r' M F'r/�f at IIIDt mom M. NOW __ __ __ __ __ __ __ __ __ __ _ _ em R K S4? V&m oeM, Amm 1111 rA 171 ALTO 1,04" (M -lit!lAe IIT-IEM TlmuL�t« lbtDiall TlAI W rm P,w srvY Ka TYPICAL FRAMING DETAILS — IRC .maa n,Our ncm m P.TU tEv' we N) TYPICAL FLOOR FRAMING DETAIL OSL/DRP is JAN 03 A38 DBL 2x6.14 SPF 03 7/16 MR 2.6x14 SPF 03 DRL 2x4.14 SPF 437/16 Gil 2.4x14 SPFB3 DR TDP MATES r COMPRESSON STRIP TDP PLATE TDP MATES C,/w1u SDI, STRIP 1'XPX14 PF43 •1>•A¢11f♦QVp m1 M ALV Yw"Art 'TAP Or.vrxp/rig ja 4xm � � A N % NNN 7/16 OR 7/16 MR 7/16 OSB Ex WALL EXTER= WALL E%TEIDOR VA1 L2' DRYWALL SNEATMING SNGTNDIG SHEAT M WTCRIOR SIZE 2%6%14 SPF R3 1 2-2X4)(915 SPF 02 EXLX14 SPf43 J 2-2%4%93 SPF M P-2%4%913 SPF B2 I-M4)(14 SPF 03 2.4.34 SPF63 DR 2-2X4%93 SPF aR MATE AT WALL TIE V/ FLAT WALL TIC W/ %LATE 2x6%14 SMB] FLAT WALL TIE 1 LAGS KATE 4 LAGS 4,�SALL V/ RIITTDM MATE V/ 4 WALL APEX SERIES APEX SERIES APEX SERIES APEX SERIES SIDEWALL FRAMING ENDWALL FRAMING MARRIAGE WALL FRAMING INTERIOR WALL FRAMING 2%B STD CLG BENZ CLG BENZ SIZED PER SPAN SIZE MDR Sim PER SPNI SIZE II M II II Y%4 SPF BY JAC% STUDS I I 1-Mn-1 1 NO DICTATED MY SPAN SIZE I I I I 1-Y%6 SPF a JACK STUDS-1 IL I 1 a 4 14 DICTATED lY SPAR SIZE SNGL i F i MP) 3i ii i i iVINDOW, i MULLED OR COMBO i 2%4 SPY RL 110( STUDS N II I-(M)—I 1 I 1 I HO. DICTATED BY SPAN SIZE II 2)(4 l2 TEMP II I I I OPNG i j WINDOWS LMPNG SUPPORTS II I 11 /B' OG—II I I I MP)-i 1 12%6 SPF BL BOn SILL fMTI 1 HEADERED ARCHWAY DOOR i CLEAR SPAN OPENING i OPNG APEX SERIES MARRIAGE NOTE. ALL FRAMING MEMBERS NOT APEX SERIES SIDEWALL NOTG ALL FRAMING )GOERS m WALL FRAMED OPENINGS NOTED ARE AS lSTEl ABOVE FRAMED OPENINGS NOTED ARE K LISTED ABOVE APEX SERIES STRAPPING DETAILS art. 6 g In'Imr 6 jzosL OF . STD. E%7. WALL TO FLR NCNpt R R f4 N S (y uu mi no STORY FIRST FLOOR vAARf CLG ANCHORAGE TO lRG VNL � pp u� r4 SAM APEX SERIES ENDWALL APEX SERIES INTERIOR . "n r� A 'bTal - �T• TRUSS TO WALL ANC/IOTAGE FRAMED OPENINGS WALL FRAMED OPENINGS -•"^� -- TRUSS M VALL ANCHORAGE Rill' ANOOIAGE TO MATING WALL �y kV APEX SERIES INT TO INT APEX SERIES INT TO BEARING APEX SERIES ENDWALL TDP PLATE OVERLAPS WALL CONNECTION DETAILS WALL CONNECTION DETAILS rN EXTERIOR CORNER WALL SIDEWALL TOP PLATE FOR TIE IN CONNECTION DETAIL —9-- uv PLATER WW—GANG NAIL PRPL3 TOP PLATE INT TO INT WALL CONNECTION DETAIL TOP PLATE INT TO BEARING �❑� WALL CONNECTION DETAIL J a SL #L— GANG NAIL PRPL3 lvg160 IND_S d/ illi N Ij INT WALL TO INT WALL3t-4-5/16'4NALO !L x CONNECTION DETAIL INT WALL TO BEARING WALL © DA( . INC. TOP PLATE TD TOP PLATE CONNECTION DETAIL In of m RRRR,RDAortBD+a y )Flu ENDWALL E%T WALL CONNECTION DETAIL I I (67'1 B.YF-wB Bu Bn-uw ENDWALL �Illl'_ WALL SYSTEMS — IRC FLOOR PLAN VIEW p_p%4%yA SPY pp ", pATu BEr� p FLOOR PLAN VIEW MT VALL TIE BS DRP Ie JAN D3 A3 9 FLOOR PLAN VIEW APEX SERIES WALL FASTENING SCHEDULE Kim 21MV.w FASTENERS ADHESIVES FRAMING NAILS SN607 2500/13X EXT WALLS TO FLOOR ACCUCRYL 700 TUBE SHEATHING TO STUD N 21 BAB 1OM/CRTN EXT WALLS TO EXT WALLS ACCUCRYL 700 TUBE DRYWALL NAILS 138 AT BAN .50 LB/CRTN SHEATHING TO STUD CA-40-2912 PARR 5927 840 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 Y Dy W Y NK U W U VW WZ rW U J ¢n wJ Na NJ m 2 W NP ' u Q IJ W O X W Jm .-.J yfi L� r l K JJJ Z W 4-2 Y \ N pap N Z N P1 OF A o NI: aJ w ELECTRICAL BLOCKING WASHER BLOCKING VANITY BLOCKING STD TUB BLOCKING APEX SERIES PROTECTIVE STEEL PLATES `W s NJN x�rr a N Y NQ� �� Di99m! TMH>KI> Nm ..,JN wY 3X5 20GA, PROTECTIVE 4X14 1/2' 20GA. PROTECTIVE STEEL PLATES REDD STEEL PLATES REDD �m WHERE PIPES PENETRATE WHERE VIRES PENETRATE PLATES r'F STUDS OR PLATES AND nS� ARE WITHIN 1 1/2' OF EITHER EDGE NQ YW vJL/YI!Y N EHIff STD SHOVER BLOCKING KITCHEN BLOCKING ® OAf � C. sn m m A[tI, rm.usmx +� p>wt (iHl/at-aua Au An-uw PLUMBING PIPES PANEL BOXES AND ELECTRIC DROPS WALL SYSTEMS - IRC n M1G QN liNp b BSL/DRP /B JAN 03 A4 0 y 'PAC[ RESERVED ITR THE NEW YGRX STATE STAID OF APPROVAL' AIR TPOOPLNNGG V2' GYP. DQ LINING CLEARANCE FROM TOP OP OPENING TRADING NEHTERs IS CLOSED OFF I'NDN V CEb-NC ITUO SHOWN FIREOOT STPING REQD ARD FLOOR FOR TYPICAL ON PENETRATIS OF DVV L SLPKY FIRESTOPPING LINES. 1ST FLR MELTOPPING IS DETAIL DCT MATERIAL ON-SITE DY DLOER. 2ND ST(RY L TO K G FLR 11 I ASR wr24 FIRESTO'PING PER IS DT AHIMCS I111I UPSWING GALV. R-2129 GA \ 1 L 41�1 I GLV .R-4 \� f L 1 t I33 CONINATION SWPMT/ flP JdT NON-/ETNIIC lmt FMESTOP MK U. G HANG. CHALLENGER ELECT COAL TOPLEAT GALV. NETAL INSTALLED NATOHALS TYPO IDs{ RETURN BELOW ON TW OF 2ND rLR CDR EQUAL) FINISH GYP DD. RET R EN-SITEBW TIGHT TO 10% AND CALLf 1Y DULLDER TNOTE. �YO FOESTIBLE OPPEDTA y)STT S NOW COIOUSTBOX SEALANT. PLACE BOXES ➢1 USING SAIF HETHID ALTERNATE STUD GVI7IE . CONIMATIDN SLPPORT/ RETURN AIR PLENUM FIRESTDP NDA X G Sn (SINGLE STORY MODEL) GALV, NETAL INSTALLED / ON TOP w Isl FLR J CONI TO RETURN TYP. PRE FINESTOPPING PIPE PLENUM BELOJ M FIBERGLASS INSU.ATIDN (IM-SITE INSTALLED) L GYPSUM PACKED INTO WOOD It L!7 RE" SEAL ALL DICT VOR% SHALL COPLY WITH NTA KATE 1 HR, FIRE SEPARATION RETURN AIR PLENUM asE.Lm WNL SPAQ SEPARATION WALL (TWD STORY MODEL) DESIGN - U344 SHOWN AS HOUSE/GARAGE SEPARATION R0� D[ATNHNG� JD'- V2' GIP,14 R!Q iMISSEi fA BMZIRT V034 PPING SHOWNTNI LABOR Y PROVIDED, K MdM TO PwvNo NrsTTE w 11mDa I'mWipt.iISM'T ➢. BD. APPLICb HEIR, OR VERT. SHEATHING 70 LE 4'-VXP3/3Y INTERIM PLYWOOD SINGLE LATER L NAILED TO STUDS WITH INTERIOR MLE AIN ISO LOG EDGES TIB' iTPE K' GTP. 1Il AND DEARIIG KATES INSTALLED PEtPENDICLLAR TO .LASTS WITH END APPLIED NOL OR VERT. - AT 7' OL, VITH W JIIINTS CENTERED EVER JOINTS AND STAGGERED L NAMED TO STlJOs CEMENT-COATED NAILS KYVmD SECURED TO JOISTS WITH CONSTRUCTXDN AND )CARING PLAT CS ! 3/P L 0.0113' SMAHK 0 ADHESIVE AND 6d RING STNV( WAILS AT 7' U. WITH 6d 9/3Y I)FADS WING srw•c - Y LNG - I Ire a1AGo CEENT-COATED NABS ALT STAPLES HAVING EO)AL fM GREATER VITHDRAVL 1 7/P L D/D915' SHWx( I AND LATERAL RESISTANCE STREKlN HAY DE W4' 91EADS &ENOL LAYERNS 15/3eSINSTSTUTED FOR THE 6d RDiEED SIAM( NAILS 2ND STORY MR (TYP) e 4 2X6 SIMS AT 24' NIM, OR VERT, L 3 T/P FACED FILERG-AST DATT SECwED TO SIDES ' I �, INN ELECT )EAT \ )AILED TO mm O' JOISTS VITA fTAPLFL SPACED AT IY QC. MA% 2x9 (A DBL 2x4 STUDS AND NEARING PLATES �&"VWVAS REDO NOR THERMAL PR6OUAICE ONLY FOR ELEC )EAT AT Ir OL WITH W an LEE CVG W NOR WL1IA.TD11 REWIRCENTS 3 In' ITDEAF6.ALS DATT CEIETT-CRATED STL BOX ♦ Rte, , INSLLATIDN AS REQ) FOR NAILSLOG AT PNTERIM STUDS 2X30 ILOM JOISTS AT 24' OC. ' N1�E •AIL100 THERMAL Mf`M)MICE ONLY I9 PANELS 2%10 SOLID xwE d^ . FLR SHEATHING ING NO PLASTIC INSLEATIEN ON OR 2x6 CED_DG A1STL AT 24' OL MA% f !%6 SRO BLlJO(IW IN FIRE SEPARATION WALL 5/WX4W G1 LONG YIK PE RD RTQ TYPES 1ELO4 . do GARAGE FLOOR APPLIED V/LONG DIM PCRPEND TO JOISTS lo RIDR IST STORY CLG ITTA AN FSA LEND TO EACH JOIST AT ]' IL JESTS s um 1 HOUR FLR/_CLG ASSEMBLY WITH d cE1ENT{Grm wus 1 7/P L 609151 S)WL( L V4' DGHETER IELD �e,,,.� DESIGN NUMBER - L539 ALT, NQ 6 pr.I E HEAD DRYWALL SCREWS 1 7/P L 9R fF�B(IBD �• 44 STC RATING - 46 WAUDDARn J®RTL MAr >< 13TIER EIROSCD to , �(1e .•_L ,,♦ WNVCRTED VITH JOINT CEPOTD JOINTS NEWMCD ��F iLGV� GYPSUM WALLBOARD USED WITH WALL DESIGN NUMBER U344 ,,$8884`4'•' CANADIAN GYPSNH M LTIl - TYPE C SCX, ", VRx GYPSUM WALLED USED W/ FLR/CLG ASSEMBLY NO. L539 N 2 2 [ELATE% CORP. - TYPE L SF3, A, 1, C. FRP CANADIAN GYPAT CD - TYPE C DORAR CONCTRIlTION ATERIALS - E 3 C DCH7T[x CORP. - MC FRP CANARNN P - CO - ttK C (OD� mAPAIV DD TAR INDUST AMER)G, INC. - TYPE 3 MTE3 GTPES SNL - TYPES DONTARx CORP.O . - TYPE TRP AIfIII[fIRP ➢NITNI IPACIFIC I INC. - TYPE C WT[D STATES GYPSUI CO - TYPE C, R-xE UNITED STATIM, INC. - TYPE S GOLD X D 112, CORP. GYPSUM Irv. - TYPE GPFTL. GPI'Mw-L, XO S, INC. UNITED STATEN GYPSUM - TYPE P-%2 ful DNO MA PRDDCTS - TYPE FSX-L, FSN-G, fSV�, FSV-G, M Dl l9E YL AT?"0871. 0*IYNI UNIT SSV UNITED STATES GTPSUH CII - TYPE C, SC%, LW., WRY, VR{, IP-%2 (L9/}Nf-SNB)II Nf-NN FIRE SEPARATION DETAIL — IRC YA DAl4 IEV —; /L IO BTL/DRP 15 JAN 03 A42 P , 'SPACE RESERVED FOR T1 NEW YORK STATE STN► OR TPPIIVAL' r+DArr FIRE SEPARATION tETAti e 2Ot OHIO lLml JOISTS DY. LATER D/r TYPE •Y' GYP. INSTALLED OfSITE BT WILDER F 1IOL LTNe1 Y Yr Imi TYPE T APPROL CLL. WEIGHT, D KF I ctt,DN NAIL FIRE TEST, FM FC 172, 2-372 1 •Wnts IAITIIID! I:�oD acTy.TTTn [OKTRLETIOI TYPE, WOOD JOISTS, GYPSLMI VALLBONtO i MDI6TIK EDDG "F' LASE LAYER yr TYPE 'r GMSUN WALLBOARD APPLIEDAT RIGHT AN LES TO V® STUDS 2I' M. WITH 1 1//' TYPE IV DRYWALL SCREWS G/' 0GFACE LAYER Wr TYPE 'Y' GYPSUM VALL20ARD OR VENEER BASE APPLIED AT RICHT ANGLES TO .GISTS THROUGH MSE LATER WITH 1 7/B' TYPE Ir DRYWALL SCREWS ID' OC AT _________ JOINTS AND DTTERIIEOIATC .GISTS. FACE LAM .GIGS OFFSET 2/' FROM MSE "TO JOINTS, 1 1/G' TYPE 'G' DRYWALL SCREWS PLACED r LACY ON EITHER SIDE OF FACE LATER CND JOINTS, W 0G 1/2' ION PLYWOOD VITT EYTERD]R FLUE APPLIED AT RIGHT ANGLES TO TOP OF .GISTS WITH w MILS TCEILLIG PROVOES ONE NwL RESIS- TANCE PROTECTUON FOR V® FRAIONG. b DRtN ®T SOLID BLOCKING LL 101/ A�l•LT EACH SIDE IIS NQ MI nml'� FIRESTOPPING REQUIRED AT TUB 6 SHOVER DRAIN PENETRATIONS INTO FIRE RATED FLR/CLG ASSEMBLY (FIRESTOPPING INSTALLED ON-SITE BY BUILDER V/ACCESS THRU IST FLOOR CLG.) 1 1 I DI a nmla I vDola At1REl I 1 1 1 j R 1N•.AtmeLY iRLE VOR TO IS vr ICK TYPE1 1EIAa AtlIF M RDOI O O•RIDl ___________________ r � N FL� L WILLS SIPTRlI( -------------------- AND IGT LC COOOLAe L1 MG ION VNLIt R'-r r-I PM6TIK I➢GYR 311f�9(RIDt/ LL IWC lmY4 ARl•LT NiORY [Q fA2 MI M]CD06Tm11 IO m ISIDI M1Dv ISI flIDl Mi0O1T R mllA IMtONIY d OWE L T1m slew II 1•�>ao-LmKnE WAIL it WnmEL HAW u Inc ii AS THEY INK vont RATING OI A LI K M1M Om Rml N•Nm TMT Lt M IOl®1 '������ GH.M 0116 E3F SIDE" RIDGE VENT SIVLL STOP L L VNLIRm TOWwI SPIDI MATS NOT -LITE [Alli DIR FIN00 OI b IIIOX![Rt gO�TIK r1101p BE CTiNAe IOmOIRTOLC II[N6 MI , 1/{`/�Ly_-�`•L•• 'I I1I01 YT ILOOR .� PAL,i —Mm"T LEPNUTIIII MR TWO FAAY , ll�- • M' LL Ibf ALLY 1111 - r UN 2 2 2004 11H1 1Q wS M Wn TLOI 1 1 1 1 LI M IG 1 1 I L A GARAGE OF ] OR NOTE ENCLHER WALLS L VIOGIIT A S'-I MIX N. FIREBREEZEWAY DETWEEN GARAGE L DVRI Iw trt1 I LTN.L K SEPARATED FROI OTTER SPACES IN NER LA: TT ]// NU Mlll FIRE RATED ASSEMBLIES. 1 lgI I G MNGFKTLRER SINLL DETERI RI FROI THE OWNER L SITE WDRER LOGTIOI�iF � Llm n FACTORY MM PORTIO! 6 ISSCMLLY APPROPRIATELY. LL ION 1 3/r STPD EL MIX MOVE INE RATED FINISH W GARAfi /EAR7NG WALLS AND CELL A: g�MI PROTECT DWELLING HOVE FOE MTED VNl. I'pC lMT[D lm Nm FwG I ZOAUS C fO PNt MI /. EACH PFRDNENN A GA.RAGEETWEE SHALL NOT OPEN ON A SLEEPING SPAM -- 1 [AOI OPENING URES. N GARAGE L OIIiA SPACE SHALL K PROTCCiID VfTN A ]// HYL I TOLE _JOIST�YCCf01 AND SELF AC ELILTL•ED. H1 as IIRTIIT W I, 1D9Iw-"D. PI IFW L. ON GARAGE CLASTIC PIN AIR SHALL NOT BE DRAWN FROM WITH GARAGE/ AND, CLEANOUT SHAL� �T GNIAGE, (m)M-DW/GT NP-PVN 7.L WI DOWS I PLASTIC INSULATION V SI ALK PROTECTED VITT THEY E WINPSUI AS A THOWAL DARRIER. L HAVE As w vI AT RATED vINLLs ALLOWED AS LONG AS T/EY ARE WINDOWS WITH OPENING FIRE SEPARATION DETAILS - IRC HAVE A v/ Ha wAnw Ln Tu Rn. tAIL w BSL/DRP 18 JAN 03 1 A43 2x4 BTM CHORD 7/16' OS1. SHEATHING 7/16' O.S.B. SHEATHING m THE MXv wax STArz srwr a ufrovr�• INSUL. AREA FRAMED 3/4' POLYSTYRENE 3/4' POLYSTYRENE AREA FOAM BDARD FDAM HDARD(R-3.8) 4Y/V3. 2x4 BTM CHORD R-19 F.G. INSUL. V/VB R-13 F.G. INSUL. V/VH INSUL. AREA FRAMED 1/2• GYP. DRD, 1/2' GYP, IRD. AMED AREA R-11 F.G. BATTS VINYL SIDING AREA INSUL VINYL SIDING 12.4 STUDS ! 16' O.C. 2x6 STUDS ! 16' D.C. R-38 FL INSUL. R-36 F.G. 1NSU1_ F.G. NSUL V/V). V/V). 12 13 1/2' GYP. BRD. 1/2' GYP. ARD.(7 . D. W zLd( J :3 Q 7/16• ELS.➢. SHEATHING U Q 3 7/16' U.S.R SHEATHING 1 WE' POLYSTYRENE FOAM BAARD(R-73) Z Q. VINYL SIDING R-19 F.G. INSLL V/VB HI LL Z R-19 F.G. INSUL. V/VH F D 2&1/2GYP. STSE3 I/2' GYP. HRA 1/Y GYP. BRD. Q ED 2xB CLG. JSTS. F H VINYL SIDING 2.8 CLG. JSTS. R-11 FG BATTS J X 2x6 STUDS ! 76' OG 2x6 STUDS ! 16• O.C. fn a' INSUL W z O rn a 14 15 r-,LL R-30 FG INSUL Z UL R-38 FG INSUL. VIVJL V/V). . 1/2' GYP, HRA O 7/16' 651. SHEATHING O O 1' POLYSTYRENE FOAM BOARMR-5) R-21 F.G. INSUL. V/VBRu AV� 16 I/2' GYP. BRA VINYL SIDING INSULATION VALUES INSULATION VALUES 2x6 STUDS ! 16' D.E. FOR ROOF / CEILING - VAULTED FOR IST FLR, TO 2ND FLR, EXT. PERIMETER *1/2GYP. *2350AWK ALL DETAILS SHOWN ARE DESIGNED TO MEET OR EXCEED THE REQUIREMENTS ACE MGLS. OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE SHNCLS. .S. SHTG.043. SHTG. TI-11 NOTESM 3' FRMWG L RESIDENTIAL BUILDINGS REGULATED BY THIS PMT SHALL BE DESIGNED IN ACCORDANCE WITH THE THERMAL PERFORMANCE VALUES LISTED IN THE ECCC OF NYS. THE APPROPRIATE THERMAL PERFORMANCE REQUIREMENTS SHLL BE DEPENDANT ON THE HEATING SYSTEM TYPE THAT PROVIDES COMFORT CONDITIONING UL. TO THE 14AJDRITY OF THE CONDITIOED FLUOR AREA INSUL R-19 F.G. INSUL 2. ALL BUILDING ENVELO`E ELEMENTS THAT CONTAIN MATERIALS WHICH ARE CAPABLE OF ABSORBING 13R OMPRESSED) TAKING UP MD HOLDING MOISTURE SHALL BE PROTECTED BY A VAPOR RETARDER LOCATED ON THE WINTER . WARM SIDE O' THE INSULATION IN ACCORDANCE WITH THE ECCC ON MTS. . RA 3. INSULATION SCALL BE INSTALLED IN A MANNER THAT PROVIDES CONTINUITY O' INSULATION AT PLATE LIES, SILL LINES, BMD JOISTS, AND CORNERS. 4. ALLOWABLE INFILTRATION RATES (Vhen trsted H accordance rHh ASTM E 203), WINDOWS ( cfn per sgnre O O foot of whalo+ area) - 03 Ref, AAMA/VDMA 101/1.52 L ASTM D 4099. SLIDING DOORS (cfn per squire foot of '7 of door arra) - 0.3 S+YgOq Doors <cfn per sg4sre foot of door area) -0.5. RrgJrrnrnL basrtl on door Assent . S ALL JOINTS AND OPENINGS IN R Or/CEI ENVELOPT SYSTEMS S AND THOSE AROUND WINDOWS AND DOW FRAMES,PANELS, AT WALLS AND ROOF/CEILINGS, BETWEEN WALLS AND ROIA OR MATERIALS SHA BETWEEN CA WALL PANELS, AT UTILITY SERVICE PENETRATIONS, AND BETWEEN DISSIMILAR IATCRIALS STALL DC CALLKCD, VAULTED CEILING V/ ELECTRIC HEAT IS NOT AVAILABLE GASK IR IN VENATION BARRIER $ OTHERWISE SEALER 6. M AIR INFILTRATION INSTALLATION BARRIER SCALL BE INSTALLED WHEREVER A LOUSE-FITTING ATP SIDING MATERIAL 1S INSTALLED OR THE 7. ALL FIREPLACE 104 S SHALL HAVE INFILTRATIONTATES A LOSSES WITHETHET DAMPER IN THE CLOSED POSITION NOT TO EXCEED 20 CFM AT D.3 INCHES WATER GAUGE. IF THE DAMPER ALONE DOES NOT MEET THIS REOUIREWW, TIGHT FITTING NONCOMBUSTIBLE FIREPLACE DOORS SMALL RE USED. �,� ♦♦♦ ��, INSULATION VALUES L ALL FIREPLACE UNITS SHALL BE PROVIDED WITH A SOURCE O' COMBUSTION UC AIR, DUCTED FROM THE OUTDOORS, �(r OF SUFFICIENT QUANTITY TO SUPPORT CUMBUSTIOL THIS SOURCE SHALL BE EOUIPPED WITH A DAMPER r�3 FOR FLOORS 9. CAPABLE VICENSTAILEH IN D IKING TA FIREPLACE THAT USES A GASEOUS FUEL FITS OPERATION SMALL BE EQUIPPED 4A NJ:T ✓jie WITH A CUNTIIAOUSLY OPERATED STANDING PILOT LIGHT. � e� 2x8 FCR, JSTS. 2x8 FLR. JSTS. 10. TEMPURATURE CONTROL. EACH DUELLING UNIT SHALL BE PROVIDED VITA AT LEAST I THDMOSTAT CAPABLE O" • AUTOMATICALLY ADJUSTING SPACE TEMMPUATURE. EACH THERMOSTAT SHALL HAVE A MINIMUM RANGE OF TEMP. • R 19/32' T L G O.S.B. 19/32' T L G O.S.B. SETTINGS FROM 45 DEGREES F TO 05 DEGREES F AND SHALL BE CAPABLE OF PROVIDING A DEADRMD OF NO • ♦ • 1 TM1w_fMN , ONDERLATMENT URDERLAYMENT LESS THAN 5 DECREES F BETWEEN FULL HEATING AND COILING DAs IL ZONING M ACCESSIBLE MANUAL IR AUTOMATIC MEANS SMALL BE PROVIDED TO RESTRICT 13R SHUT Imp OFF THE HEATING AND/OR CORING TO EACH TERMINAL UNIT. IG INSULATION WITH A MINIMUM THICKNESS OF NO LESS THAN I' SHALL BE INSTALLED ON MY SUPPLY A.� ♦♦ , AIR DUCTS LOCATED OUTSIDE MF A CONDITIDHED SPACE -/ale ♦ 13. ALL TRANSVERSE JOINTS ON SUPPLY AIR DUCTS LOCATED OUTSIDE OF A CONDITIONER SPACE SHALL Aft lJ��.• �Y�;�� BE SCALED WITH ADHESIVES, SEALANTS, GASKETS, TAPE SYSTEMS, OR CO PIMTIDNS THERO', 22 A R-30 FG INSUL R-19 FG INSUL. 14. SLIMLY AND EXHAUST AIR INTAKES AND OUTLETS SHALL BE EQUIPPED WITH TIGHT SHUT OFF DAMPERS WN.L (COMPRESSED) V/V.B. AT THE DULUINi ENVELOPE TO MINIMIZE AIR LEAKAGE. , �( r( 15. INSULATION WITH A MINIMUM THICKNESS OF 1 1/2' SHALL BE INSTALLED ON ANY SPACE HEATING 10 LI DISTRIBUTION PIPING LOCATED OUTSIDE O A CUUITIOHED SPACE IL INSULATION WITH A MINIMUM THICKNESS OF NO LESS THAN 3/4• SWILL BE INSTALLED ON ANY SERVICE WATER DISTRIBUTION PIPING THAT IS GREATER THAN 3/4' IN DIAMETER 17, PLASTIC SKYLIGHTS REGULATED BY NYS. PART 719, SHALL NOT EXCEED 200 SO. FT. IN AREA L 5'-0' KIM AroAfFs live. BETWEEN SKYLIGHTS INDIVIDUAL (DISCRETE) MODEL PLANS DERIVED 10. DOORS L WIDOWS LESS THAN 2'-0' FRO( A LOT-LIE OR IN EXTERIOR DR INTERIOR TENANT, STA1R, GARAGE rm OR m=Mt. FROM THE SYSTEM AND SUBMITTED TO LOCAL SEPARATION WALLS L ION LOT LIRE VA S ALSO SKYLIGHTS, LOrvCRS, L RIDGE VENTS LESS THAN TWO FET FROM "IT-LINE OR (mN)sff-rs0f for Mr- PASSING THRU A FIRE RATED CEILING IN A STAIR OR GARAGE SHALL BE 3/4 MR. KIN FIRE RATED L BE SRF CODE ENFORCEMENT OFFICIAL IN CONNECTION CLOSING ON HAVE A 3/4 HR. MIN. OPENING PROTECTIVE INSULATION VALUES —IRC WITH BUILDING PERMIT APPLICATION SHALL BE 19. GLAZING IN DOORS, FIXED SIDE PANELS, TUB L SHOVER ENCLOSURES (INCLUDING DOR, PANELS L VINDOVS) ACCOMPANIED BY A HECCheCk REPORT INTERIOR PARTITIONS 18. OR LESS FROM FLUOR LEVEL SHALL BE SAFETY GLAZED. rN MNG Kv, aH,G Ho (INCLUDING THE INSPECTION CHECKLIST) 20 SEE CALCULATIONS MANUAL APPENDIX '3Y FOR ADDITIONAL INFORMATIONBSL 10 JAN 03 A44 2L MAXIMUM GLAZING PERCENTAGE SHALL NOT EXCEED 15X OF THE TOTAL EXTERIOR WALL AREA. •w¢w�uvo ra r<uir roa n+,n nw'v wnov�a• INSULATION SCHEDULE VINYL SIDING1/2' DRYWALL. ROOF/CEILING 1 1/2' POLYSTYRENE 2x6 STUDS 8 16' OC, U-odo� FOAM BOARD R-19 INSUL. w/ VB. U-DA38 R-30 INSUL, 2x4 TRUSS I/2' DRYWALL 7/16' OSB. — W/ V.B. /\ MR \ NOTE U-01032 FOR CALCULATIONS AND ADDITIONAL INSULATION OPTIONS SEE CALCULATIONS MANUAL. R-38 INSUL. 2x4 TRUSS 1/2' DRYWALL INFILTRATION W/ V.B. U-0.025 wINFILTRATION FACTORS .667 IS REDUCTION FOR STORM PANEL AND/OR WEATHER STRIP AS FOR TABLE 1 PG. 21S ASHRAE R-3D INSUL. /-2x8 RAFT. 1/2' DRYWALL D's = 018 V(TI-TO) AIR CHANGE ASHRAE 24.6(A) w/ V.B. �\ V = VOLUME TI-TO = 72' - 0° F = TEMPERATURE DIFFERENTIAL BASE U-0.039 1 AIR CHANGE = WINDOW OR DOOR 1 WALL .0I8x.72x1x.667 = .86 BTUH/SO.FT. ROOF/CEILING 1 1/2 AIR CHANGE = WINDOW OR DOOR 2 WALLS 7/16. OSB. 15* FELT 235* SHINGLES .0IBx.72x1.5x.667 = 1.30 BTUH/SO.FT 2x12 RAFT. 2 AIR CHANGE = WINDOW OR DOOR 3 WALLS R-3D- 1/2' DRYWALL .018x.72x2x.667 - 1.73 BTUH/SO.FT. U-O.D35 INFILTRATION LOSS FOR DOORS AND WINDOWS SHALL NOT EXCEED THE FOLLOWING WINDOWS, 0.5 CFM/LF OF OPERABLE SASH CRACK SLIDING DOORS. 0,5 CFM/LF OF DOOR AREA FLOOR SWINGING DOORS. .03 CFM/SF OF DOOR AREA 19/32' T6G OSB. MAXIMUM GLAZING PERCENTAGE SHALL NOT EXEED 15% OF THE TOTAL EXTERIOR VALL AREA w HANDBOOK OF FUNDAMENTALS U-D.C50 R-19 fflINSUL 2x8 FLR JOISTS 19/32' TLG OSB. INDIVIDUAL (DESCRETE) MODEL PLANS DERIVED FROM THE SYSTEM AND SUBMITTED TO LOCAL CODE ENFORCEMENT OFFICIAL IN CONNECTION WITH BUILDING PERMIT APPLICATION SHALL BE U-0.040 R-19 INSUL w/VB. 2x8 FLR JOISTS ACCOMPANIED BY A MECcheck REPORT COMPRESSED (INCLUDING THE INSPECTION CHECKLIST) WALLS VINYL SIDING 1/2' DRYWALL SEE CALCULATIONS MANUAL APPENDIX 'D' FOR ADDITIONAL INFORMATION 2x4 STUD U-0A70 7/16' OSB. R-13 INSUL. w/ VB. VINYL SIDIG- ING 1/2' DRYWALL 1/2' R-MAX OR 2x4 STUD �, . >fj U-0.054 3/4' STYROFOAM R-13 INSUL. w/ VB. �, •'••••• ,�� 7/16' OSB. 'lob AUMRT 1/2' DRYWALL •� 5/8' PLY T1-11 2x4 STUD � • � • U-0.076 R-13 INSUL w/ VB. • VINYL SIDING 1/2' DRYWALL `i{L• •• �4b 7/15' OSB. 2x6 STUD I��N TAA, U-0.053A4—R-19 INSUL. w/ VB. it Im 99 VINYL SIDING 1/2' DRYWALL ® ~ 'reel awr 1/2' R-MAX OR 2x6 STUD U-0.043 3/4' STYROFOAM R-19 INSUL. w/ VB. +.r mm W ••��.y� ��� 7/16' OSB, INSULATION VALUES —IRC n. mm wcn mm BSL 16 JAN o3 A45 I Lrc Kn ro m M •RAtt Lawn ra M IGv Tm nAm TAIr R rrltww• NOTES rw rTrc I/ax)¢m r � M vAarw�c Lvv main ( MaLAx L m r IT J iJI ,WIT N MV m x LVnA•V[n,LLO r1l LT m'Q wV mrrl 1—i I"m L�R�d LITC n FILLa OIOr IID IfiDWV rVi ITm I W`rTE1 Vr KI r yr r nv -I VrLr pores¢ r r resa t>Q IaE LN rrNIrr VLTR a m ru uv. M d m M uv.mvnn Lvion .mvn fML acr m rr ru IRIM>rILAl '°o).nric a«u x W r M c/m.rr,w®nwLr wo FIELD CONNECTION BETWEEN i i 1 I I "L Lp^I r r Tw � I ao Lm Tww r rrC rrT¢Ilp Ever r-r Iva- MODULES OR BSMNT FIXTURES LAV SUPPLY l l l L '¢ mlr, KIT SINK DRAIN L VENT rR L Kn M.Malmo m a•lOK LAV. DRAIN L VENT KIT SINK SUPPLY WITTE y/ OPT. DV. L GAR DISP G ML la®rtw VEW rr➢n DWL x A IW R r AQVE M m TI(TILC D•VL x V/ OPT, DV. SUPPLY 1 Vr r 1% u rata[LMLL K nII¢lfVCl m C M mG[fT fIITA1E NMT IRAN M nnN¢Ml1T VMO 1 V['• IxT 1¢I[Lp n LW MlEmw m Y M a Am m Y a E¢YL TV VAVJN CIIIT CExD VIOI TM[ NmVaµyY yMp I a d LIIiI •LRD¢rtm M d m fu LAV. l rura a oily HITw rt/[ I WASHER DRAIN L VENT LL M\W EXYl Hal C Ifo KTM A COYM Il faLQlld 3IILATld x N[LLIn a4Al[d M AL pq/N M a nL rAN LIII m x nun Vr rK rmr m MM vwK esu x r®u m uv Tt1.nMTM\rxmc I WASHER BOX (♦fRTC DNLL x ¢lo[>mrtw m wT¢/L mVas:r,m x N3 v/Lmc T¢N l¢ LNOo LOOT Lnm VwK r m )L Ivadrw m rvmrtw•wTriL m wl>mrTw IRAN —v.Am nW r la von lo[lNl>H lloa r[r KIT SINK DRAIN L VENT LNVaMlT vont/ Dwlat N m¢Iml DwL x a x VM,tno awm vAla RDI Ir,LE VnTaTI¢n.Lra TQT r -GrF-75Z K HOSE BIRDS r amR VY¢.Lnn am r Loa¢nAws.L¢C rvm x.W art4T vwK IQrrrK N rA[Ton mTvaMILLr VEMO V/ VACUUM M..m pL III nM lyd(yoLirTL0�rL`WwD)n L¢p1c aVm for VIM[1=T BREAK CU ONLY) L.rw'i LDfi nI rml W¢E¢IRtf In°IwO1Ki°6[r u� rDn V11r a�ilMY m rmu� Q 1�10CmfD1 AT d 0��D LL AIL IVZT E IT f T.TIIM m Kn I Vr-r4•,r�1 . r4v m)VIM ILn wr V!VM m VM—�l n.vft N IREML m K NnwlD a Nm ral Nr wl[IMITE rEMWlac\ rWOVL ra Lp(\vADOI R I yr IRNOI Kn u m mmL\aD.ns rtes Mm m i�ox ML urL m rxsa[cmm vwK trcATTv rnn yr T¢ WASHER SUPPLY x E aXL HVL. Qaowv Lx Lm x Va'f IL wnY Lan Ax TWE ti•orrm ODOaO m M aDl IRAN n anry rrE o\vL x Merano EVLr at/mIo¢arur m AT EADI Tar ter,mr m n®IRrt vnrrxLT raznwE m TaE ICLv n uL mlrs N oral rec m x Lam v/maa•wI vwK avLL rTrE m M Ap v roAMtd'O rt/oa Ic•aeaL x rGQ LEAL rta rt/aeRr moa As m INirixna•+ol r rvTucVOff __ a„ LG pre n II DW1 1mr I NQVE r:Mln N)VW i.xTw Vit Irr[ a d r¢n a ®¢ »rraamwK Q TQIII�mQ�[ol 'xrmr¢�LxwTTL[¢x Asmaa[ rN[¢i r�L+i�ro�N� Y�II Y4• �� r Mr V. r4•MG �E IR ARLr o mTx Ammo RNOLn LmILm ora x lux vAtolm IRAp Lwu rx•mDMt¢ j IRT Ma m Ma ATa n v \ =6 TLY m A Mi/Al rtQ r-L'IME / VAIN m Lmf r mak' K ei Try}rT a Vm III x Nmun m LrtE n L.x[ rtmn r MN AIR w _ _____ r4•IML mry vM mm m v.IDLNTE INSAry[m x IaAro A ap v r ALdT ru LlV6 r jn i yY Qr MRT m Mn rf J VILOQ LYfrlM1rr]nnLL rmlQ GL¢pllm vAom Yr-mx 10r VIM I M rMl TI�OJI II UN Q 'T r nA¢s arAAm rIDl xT IIIIII rRTTaR a r¢TYC aQlf 1 Vr¢V.p rta nMW Ma Lnn TIl1 r FVT of 1~ J n.a Llan HLT 1 II vu LL.W IO IF]O Nm Pty aJV m,m T r11¢i Raa OTo NE N RMDI L¢I W`l S r>Illr I I .�I n¢nan M�m fav mL¢Trol R Lop YeRT m JVV viol Tum a d rTar v xIDm Im m nLnn ti r MAN ¢vi Vrm \w o�� i r VI m n� N ~ P L K ITa nils x rmvtx.p at rtID LaE I n vru o[a mcTQ1 m TD4 mpm%I Lt/l"WAW, II ,I` aMl1 K WATER HEATER DETAIL Lat Aaaimn N me4JMCE vtp KCTOtrTr m nM R M IL N arG L¢moa M m rariaC lW m IOCE rpp - I T' � I n AXY LIrrTINL loon[Nr.uttG fi ILLLa! a rmu nmar Nrx a TmT me TYPICAL DV V SCHEMATIC QrD¢G DYLL x LDT p A Nl[LipCT[lw mQ}Llll n' Im f14 NN¢o VIM xAtm N a Rr t,o xne¢mt AOIJLn.a mwm.ML M A®MMa v/ rLwmE at/a r LAeG DNDI m ICIEA2 I M.n IN rua Arms r arca vn•W Los M LITLC1aIL IOpeppll[C M Os 1.der. VICE LII VATa I m aVll x rm/®N MMr. `�h� MIX a Y Ip➢n pVi X rll[ LiPra MC[r xal N Kri1N rN6A S M 1aT.Tm DWL K fmlLtln r./mI1➢n �� a¢n! m N XYt V!,,,HMV,.m AL.D T m mnrmGTnl MOI IT PW�m'�Kc"�MLi m rec MTwN, MAIN VENT L V.C. DRAIN L VENT w i x rTK Lrwrc DrEL r rv.•mo naE rt a LaKo a mann .tlaA aL,mm r I m'I on{"LRJar{°fulEpma i TWO STORY (2ND STORY) a nwrr¢rr DULL K rTaTRTo vTp In••m w nm nAm nTI rrE nam TIIOOI VltO maul LELI TTwI Vr r n¢R lOeDl smVIRwLr varo POTABLE PLUMBING SCHEMATIC N.VIM ILAM MTILL M aWL IQT pyxx M N m IR TIT.m w FAIL R TW xL>mrrvi®E R WN TOW VAM L7 = LONG TURN •I••• rt/ C' w aVa1 M m a Au KILfLn Il•ILL x MM N M b M m w kl: LTTY LONG TURN TEE-V YE yr Nr M nnrr AT Q Dvrry Q Q ru•mo LTMu K m+slo von TLIINn DBL LTTY : DOUBLE LONG TURN •�r I rVw r aA1 a v�m'r dw vtE wL'WTVMw Irmn..v nTIT a ANDAU TEE-WE aGf6ra am TaL[Vm ra aYL®L M L¢laE IIN KLlaaf OFn1E Mla I [3I YY.OA Q n.p rLNrf ITYTQ MnLt\ML ROI r!L DULL x M13imin =a I r1 0 R arJlrnLLALODNTWVaT 1'ra Vr Q _ L' a MLII>aLLL 1LML WLL nl1 MK¢O6, LALK Wi LI o' re.VR a 1 u ��'•• laXR I6fiiR[lMl[OGT [,o K mOVL12 V/VOI M urL IA. I MIM Li ^ 1 N LL les xAL a MK¢EM¢lr RDOf LMC¢a M TIW. I uF_T"GL i 1 Vra N•N A.E'aLl OL VAIs¢u[,T miLl oo I I xVrli Aa WA Ir T p Krim a MLgMa MIM KLTI¢C IT1rL rtes Alm rnT[.1 R M tG N XYS r tl VAmr aunt DYLL Y N 4Wao ra rllMl Ml i AL M MTACL VATLII S1tRM rWLL x IRL mNO.Ta AL ra w KTId rtfRll R M LG N aY2 Al¢M luK oOSla. AG aar[V/do O f W A KILL AW L LIII,E VL MM VLp lT Lnr 1 r ty aDMYIp IMLL MK A Y IOl{VM1T _ v 11 r¢CfMD rVai N WCATU MEK aGl®C a K VILLI Off C Q i IAwI t ra 1 U¢1[nAxA[M M��jM1M11.IIIVE]t LIMN x Rn Oa R MMM Ka MITI C 1 M a K Iffi fLMT Q nell®is 1WDOVv MK A 0vp1G l Ke IIT r r•n• IIT D - l+ ITu MT r1mVaR A VKYM IKMn MOI Yaa VMlN1 W MTN K°L -- l.0 bra I lma m Ra VL a raE rp MaaLfOown Euro PAER Ev/FA Y�l[n[�-- •t•` _ _ ✓_ �" :+ I _`� N - ru[ooc rml r Alaw m SMI na Loc AIR TOM ainaf ,,,r``_ l ve.�.%� �_/';.•• _ ... = \ - rra Vr L an wL rDan N MAf ALxlaLr m Ln ERrn oMl1 x 1 V al I l,r LT �_ '-�� r u KTIL _ - uv ur Ltn a '• � T/X�y Lap Xax iXw o rvE mlcrm mMaTwa R nAa vsc mV I LILL -~mil"r T •\ „a `'_ r A .•vel = tee rn I,r •Wf raaaT pm KmO rllal MALI nMx .,[ _ I V.N_N ,)•¢fLI1E TaL A¢ LKIaT 1wlD is_�s , ILQl14 a M W L LT Q K Ov aln ` K r fYi / _ L 1 MT "T_ILL f, KDLTMm arna r4•m IOOI K LT 4i I,•av�}-linS _ i 1 K LT OL a •\ �'��� 1 l,r Lr N LT LT AG xOMn(K 4WIm V[)m w CLMrIWn �� 1 AA MLOOIf lm¢S DWL x rW10 M f/Lia1 VfrX A! VOIT m l M r.Lm - i �_ 'rf'N��y[a Q `\ .�t— „r Ir 1 , • Pe•a , LAIDOIT LT®LnAI no n TIOI.w um �� � ''-- "' \ r u—a;_ I ^� ' - - ♦♦ ¢Lm1011 vM Mr x mEra Mnl L1Cna VALM a d ItQ1 a r. ural �l vra i4�' - _ ln•+roL �_ N _ a� do s®e nm. l VrrrQ-�f-�`'�a - _ I _ \ ♦ PNL N Nll(IVm p1¢JlOalr riMfOl MmI01 m Ia Tl¢3WLL IMK A T yr m r W r�tF fi61 I i 4fiu moi `\ a ♦' ALMW Imt martaA I •�' Q '\ - LA 1 lmmg ss mor TwL slvu x poyto rIR mcna vlm KATaI[Lmoa ,; ^�-� •\ ^ ob •� \ rn r • PLUMBING MATERIAL MATERIAL SPECIFICA�ONT rt/ `\ � f • � le LRno • rK nwrrs roc_AITIFLOpIIa or m TtG Q TANrn vMM • JIM N rro-n G M ruLR fM rTT}p(G-AITX-O[NLE M KYLYN 1 ur r Qr — �` ILr IIl1 9 1 M mVDrt fDO,T-"m rb m AM IaC-MIM-Lan¢.Ef x Alf r.rY)4L Nm n O ALL m.VfNIYr1FKm-Y `'�• 7.G iO.II1_Ka`nY-GL HLT Tll i 41 _ / IIT LTL •�/,� UN 2 22004' L mfa vLMLMa iallo- e W'r V!LT Y YIIF]OL-I[ f. m m•.10¢K[-np IOOIIR¢l JL-W,I xO1 YO+a FLL SMO\'f/q vr�umm aumLMm Dan nwL-TMTLVAI�wAi-on � n RKTtL TaL-LArMIA1Q-aeaT-ILO V/LQIM-m`lL- - ITa s•Q II¢nMa\-n IT.Iw IL nAocm Lrm rarTT[o1-ALXVMa-wuGalsn I lT.m l,r -�� x vTOa OLIM slam-LOC/MmwOrsl-MIR r L �ia�.' - /n )O IYVI Y m Dow rlrTam -LSIVMm-u¢DnrTsw MTX e I TVO STORY, TWO FAMILY, A-2 a IL roan xCI raCMp-"Ix/xnT-""L'r^"-"Lr a'n' POTABLE PLUMBING SCHEMATIC �C ¢ Dwon rALT m IpnTsm-ALIGrrI-wuLll�Iwr TWO STORY, TWO FAMILY, A-2 DVV SCHEMATIC m ru n MTOOMi,ranL[m,•rnRlwr aLMt x r raG1 v/Xrs 'm wKi LD m D a rt/mIr aat rAnL ra•TIIR lvrc DWELLING OVER DWELLING TWO STORY, TWO FAMILY, A-2 am Nara a mac nn 'a¢wx as ma _++ M,L. 1T.1 ¢rLY`W Ya IAYi aNaao¢LT®MNE LAK LOT n/sTm•OLTaD tMatE Laren Tut Ax POTABLE PLUMBING SCHEMATIC •OR• TYPICAL PLUMBING SCHEMATICS an ML ucn ¢r ra MAN\ W ntv.t K P[p r>v ma Taa ru oGn DWELLING OVER DUELLING TWO STORY, ONE FAMILY, A I THE REFERTIAL CODE OF NEW YORK STATE Au Rrm«L NM,rLp Ln•m rtID¢aoll MK xLw ru IRAp•Kn roan In ra In\m nm POTABLE PLUMBING SCHEMATIC ^ mm' KM M m A46 SHALL BE REFERED TO HEREIN AS THE R.C. Df N.Y.S. Loc p rmA°9p'�" rm[°61'�a rr�' Ln more:tL1 rt/rLna IIAa DRP IB JAN 03 A , r ANDERSEN WINDOW SCHEDULE •U' VALUES M & W WINDOW SCHEDULE 'U' VALUES VA,<=1WM .,.w%• r2. TYPE CODE ROUGH OPENING 'L' 'V' 'SQFT.- 'R' AIR V/OILUCS /0 MILLES KEY TYPE CODE ROUGH OPENING 'L' 'V' -SOFT' 'R' AIR STANDARD WITH AR6d1 DOUBLE HUNG TW2432 30 1/8'x41 1/4' 5.09 2.94 8.4 3.2 .10 .34 .35 1. DOUBLE HUNG 2432 30 3/8'x41 1/4' 5,8 2.74 7.39 3.3 .11 .37 .33 DOUBLE HUNG TV2842 34 1!8'x53 1/4' 8.23 4.64 12.34 3.2 .10 .34 .35 2. DOUBLE HUNG 2842 34 3/8'x53 1/4' 9.1 4.4 11.11 3.3 11 .37 .33 DOUBLE HUNGTW3046' 38 1/8•x57 1/4' 10,31 5.73 14.85 32 .10 .34 .35 3. DOUBLE HUNG 3046' 38 3/8'x57 1/4' 11.2 5.9 13.5 3.3 .11 .37 .33 ➢OUBLE HUNG TV2852 34 1/8'x65 1/4' 10.48 5.88 15.14 3.2 .10 .34 .35 4. DOUBLE HUNG 2852 34 3/8'x65 1/4' IL4 6.02 13.7 3,3 .II .37 33 DOUBLE HUNG TV2856 34 1/8'x69 1/4' 1122 5.05 16.08 3.2 .IO .34 .35 5, DOUBLE HUNG 2856 34 3/8'x69 i/4' 122 6.04 ]4.6 3.3 .1f .37 .33 D.H. PICTURE TV20-DHP4246-20` 99 1/4'x57 1/A' 25.4 6.4 39.0 3.2 .1D .34 .35 b. D.H. PICTURE 18-4046-]8` 93 5/8'x57 1/4' 25.4 6.4 399 3.3 .08 .37 .33 DN. 45' BAY TV45-31046-2D` 90 3/8'x58 3/4' 25.4 6.4 37.1 32 .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 .OB .37 .33 . CASEMENT BOW C45 DOW 97 1/4'x61 7/8' 30.2 10.8 42.0 3.2 .03 .34 .34 8. CASEMENT BOW 2050 4V 94 7/8'x61 1/2' 26.0 20.3 42.0 3.3 .OS .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 .05 .35 .31 10. CASEMENT CV135 28 7/8'x41 3/8' 7.2 5J 8.3 32 .03 .34 .34 10. CASEMENT N35 29 1/4'x41 1/4' 72 5.7 83 3.3 .OS .35 31 11. CASEMENT CV15' 28 7/8'x6D 3/8' 11.2 8.5 11.8 3.2 ,03 .34 .31 11. CASEMENT 24511' 29 I/4'x60 1/2' 11.2 8.5 119 3.3 .05 .35 .31 12. DOUBLE HUNG TW2042 26 1/8'x53 1/4' 5.79 3.4 9.41 32 .10 .34 35 12. DOUBLE HUNG 2042 26 3/8'x53 1/4' 5.79 3.4 9.41 3.3 .11 .37 .31 I3. DOUBLE HUNG TV2046` 26 1/8'x57 1/4' 6.31 3.7 10.12 3.2 .10 .34 35 13. DOUBLE FLING 2046` 26 3/8'x57 1!4' 6.31 3.7 10.12 3.3 .11 37 .33 14. ➢OUBLE HUNG TW2D52` 26 1/8'x65 1/4' 7.37 4.31 11.54 3.2 .10 .34 •35 14. DOUBLE HUNG 2052` 26 3/8'x65 1/4' 7.37 4.31 11.54 3.3 .11 .37 .33 15. DOUBLE HUNG TV20561 26 1/8'x69 1/4' 7.89 3.7 12.25 3.2 .10 .34 .35 15. DOUBLE HUNG 2056` 26 3/8'x69 1/4' 7.69 3,7 12.25 3,3 .11 .37 .33 16. DOUBLE HUNG TV3052' 38 1/8'x65 1/4' 12.03 6.67 16.95 32 .10 34 .35 16. DOUBLE HUNG 3052 38 3/8'x65 5/8' 139 6.391 16.95 3.3 .11 .37 .33 17, DOUBLE HUNG TV3056 3B 1/8'x69 1/4' 12.89 5,73 17.99 321.10 34 .35 17, DOUBLE HUNG 3056 38 3/8'x69 5/8' 13.9 6.87 17.99 3.3 .11 .37 .33 1B. D.H. CIRCLE TOP CTN2D 26 1/8'x15 3/4' 1.1 0 2.9 3.2 .10 .34 .35 18, D.H. CIRCLE TOP FCH-4 26 3/8'x14 5/8' 1.1 1 0 2.9 3.3 .11 .37 .33 19, D.H. CIRCLE TOP CTN24 30 1/8'x17 3/4' 1.6 0 3.7 32 .10 .34 .35 19, D.H. CIRCLE TOP FCH-6 30 3/9'x16 5/8' 1.6 D 3.7 33 .11 .37 .33 34 1/9'x19 3/4' 2.2 0 4.7 32 .f0 34 .35 20. D.H. CIRCLE TOP FCH-8 34 3/8'x]8 5/8' 22 0 4.7 20. D.H, CIRCLE TOP CTN28 3.3 .1l .37 .33 21. D.H. CIRCLE TOP CTN30 38 1/8'x21 3/4' 2.8 D 5.8 321.10 .34 1 .35 21. D.H. CIRCLE TOP FCH-10 38 3/8'x20 5/8' 2.8 D 5.8 3.3 .11 37 .33 22. CSMNT CIRCLE TOP CTCW1 28 7/8'xl7' 1.5 0 3.4 32 .03 - .34 .34 22. CSMNT CIRCLE TOP FCH-5 29 1/4'46 5/8' 1.5 0 3.4 3.3 .05 .35 .31 23. CASEMENT CN235 41 114'x41 3/B' 8 7.4 11.4 3.2 .03 34 .34 23. CASEMENT 1835 TWIN 41 3/4'x41 1/4' B 7.4 11.9 3.3 .03 .35 31 24. C.TOP/PICTURE CTC3 OVER CP335 72 3/8'x79 3/4' 29.2 0 40.1 32 .30 .34 .35 24. C.TOP/PICTURE FCH-21 OVER 6053 73'x79 1/229.2 0 40.1 3.3 .08 33 .34 25ELIPTACLE E16 72'x17 3/0' 4.3 0 8.7 32 .10 .34 35 25. ELIPTACLE FE-11 71 3/4'x16 5/8' 4.3 0 8.7 33 .11 33 .34 26., OCTAGON NOT APPLICABLE N/A N/A N/A /A N/A N/A N/A 26. OCTAGON 2020 22 1/2'x22 1/2' N/A N/A N/A /A 27. AWNING AN31 36 1!2'x21' 3.5 1.9 5.3 3.2 .10 .34 .35 27. AWNING 3018 1 37'x20 3/4' 3.5 1.9 1 5.3 3.3 .11 .33 .34 DOOR SCHEDULE D uD c1 Tm m D vm c I x ti• I �• I w •n„ AD ,. A g ]{•iKµ-mQ N L .R VY iK21M-tN 0 112 71f RA Y N > pN x'•%ry„ mS X W./[Yr 71Wf-iMl 1 17m 731 IN m JA e 2%2 n V2' .m yr now-rn -o nm i's 7u Js a1 0 ylt m.➢6LL.N[ V/ y..»Vr TK1VV-ld 17 1f2 ]2! A7 Y ti C MOw.M }4 1f2 1E TS Y tf 7 iN ' N Vr.1!VC .-Td >4 112 'Jq NAlengImimsY lA 4 IW YI®fM16IQ aVY [%Vr b>VfJI wA WA WA WA WA wA x RN ORfAO rA7S.4Q %VYY l Lr .IIYVpI WA WA WA WA WA WA I !YA Rllpl0l IArtA2 Y W.R VC 1LFVO1 WA WA WA WA WA WA J 9%R y(Ilyfl111,NAQ n VM a!Vr n VN WA WA WA WA WA WA e r2A1 27rnRu uan2 %V4•x N yr JfLYVUI WA WA WA WA WA WA 1 !fN :vv.N yr . Vr WA A/ATA- WA WA WA wA @ .4F N m> p(Ip0 T 4Y.% VCx WA WA WA WA WA WA ur x tyA glpppl 1NQI @ Y'.M Vr aFVCx WA WA WA WA WA WA 0 bN NITIUOI rma'i @ Tr r%V[' S1DVr11 wA WA wA WA WA WA ,e /•C.l ,, > p{> yilypl P 6IpOL NmIC H VY.PVC aVfx W wA ,T tl 21 WA WA WA }dl'• r--•• 'Tdp' .717A Nr LLY G[ X7 , a 7•A2 I.I1m11L¢wv @ n vv.r my xu> n.> El afJ les T.r AI4Y1KfJ1 can u.7 v X7 m ALA= A`- n yr . f2 yr iNCmN-iN n% vu e7 u m, m. = ,•,� A [W v NRm PAM 7m l vY.w I•V H.4o u2 t) l>2 m m 'r.r ANxJ¢oi nye LLR L X7 r r p • • w V4..r ixnxA-iar IAII e7 12s x d >V qv e fOAY Y tVtfe Mim @ �•A%. A1Q�1 Xr 16V 22 !%1 11 M • T [-eN DII.txf>Y/Dd1.0R: N V4•.N Vr ?x -TW o Ute Y N4 r r u t-%N w-orn7ARma,a >s uv.fR yr 7Nr2AA-ieu a X4 Y 4v d x • • v t-a1N Y yr.e[VC TNUM-teV T4 a24 u w d r • *, v 1v.o1 isANx%v7%A>@ a vr.%• 7NOIN-7su 27s x �. IIW 1MW01 V/]ON @ N VC[%• MUw.-W w If2 Y N4 A{ d 7 m la teAxtol vrmN @ o Vr.w n lft w ut Y 4V N m: �� 2 NOTES, (n) DENOTES EGRESS WINDOW .9001 winrav� ALL WINDOWS SHALL MEET DR EXCEED MINIMUM WIND PRESSURES AS PRESCRIBED (b) DENOTES (GRADE FLOOR ONLY) EGRESS WINDOW Plf' IN SECTION R613, TABLE R301.2(2) AND TABLE R301.2(3) OF THE RESIDENTIAL CODE (c) DENOTES NEW YORK EGRESS WINDOW to"Y'l S INC. n Da sur w,G mou•Dmq r4 77212 2.rw, u OF NEW YORK STATE. SEE CALCULATIONS MANUAL APPENDIX 'G' FOR WINDOW AND DOOR ALL GLAZING IN HOMES ERECTED IN WIND 13ORNE DEBRIS REGIONS SHALL MEET MANUFACTURERS' WIND PRESSURE TESTING AND COMPLIANCE. WINDOW AND DOOR SCHEDULES OR EXCEED THE REQUIREMENTS AS PRESCRIBED IN SECTION R301.2.1.2 IN THE SEE CALCULATIONS MANUAL APPENDIX 'G' FOR WINDOW AND DOOR RESIDENTIAL CODE OF NEW YORK STATE. MANUFACTURERS' ENERGY CODE COMPLIANCE „ r f2.A N'p DRP 10 JAN 03 A47 NOTE SHINGLES TO HAVE 6 NAILS PER SHINGLE THIS PRINT 1S OK TO BE BUILT I1/2' x IS GA x, STRAP EVERY JALK Rd NAILS 5 EACH SIDE IK STRAPS FOR 90 NPN OR HIGHER TY DOWN R. T' ,Wp BQI pF KNEE VA NAILS IW 6' O.C. EDGE EDGE IV I_N\TERNEDIA l OPENINGS 8'-0' OR LARGER USE STRAP / ON EVERY JACK STUD 2X4 BLOCKING BENEATH EXTERIOR AND MARRIAGE VAI-LS AN SHEATHING JOINT /. TAN AT EACH END �• ' V I6d NAILS'TUNAiLED /•.' / F ST A FT FROM / END HOUSE / / •. GA STRAP EVERY /./ I / JACK Btl NAILS /•.• // 5 EACH SIDE DBL STRAPS FOR 90 MPH OR NIGHER / 1 1/2' x 18 GA / d / STRAP EVERY 116 NAI S d 3 TRUSS Sd NAILS E VU ER D1 5 EACH SIDE O / DBL STRAPS FOR / N 9O WH OR HIGHER d I 3' . A LOCKING 1 1/2' x 1B GA / STRAP EVERY TRUSS Bd NAILS / EACH D DBL STRAPSFORB I6N O S 8d NAILS 3' D.C. STAGGERED WNW OR HIGHER O,S' 7� TW An BOTTOM 1116 /• USE SANE NAILING ��v/ • AS FRONT WALL ! O S.B' 1-1 MEW 1/16N SHIPLOOSE OSB 6' VIDE PCS MAULED �%l d NAILS 3' ME a STAGGERED AT FLR PERIMETER AND CLG P TMETER NAILS Btl RM 1/16K GE 4S r EDI2' INTERMEDIATE Btl NAILS 3' D.C. STAGGERED R TW AND BOTTOM IMG A SPL E 0 FR NE IS Btl NAILS 3' O.C. AT BLOCK SPLICE OPT . T W ❑ STORY BLOCKING AT SPLACE FROMM NOOSE rrrs90 MPH,� IMPH, 110 MPH FASTEST MILE WIND ZONE TECO T H STRAPS MI TO ATTACH TO LVL ,,BB// J�j/Y OR PIER EVERY FIRS 0<. HO1YlES LLY Imo. DRAWN BY, DATE, SC0.E LAYERS FILE NO ON RANCHES OR FIRST FLOOR OF TWO STORY 1/1' 1'-0' MDI AIB QN-11605/NY FUTURE SURROUNDINGS/WHITE #4 FTA6 ! 16'a.c. CONTINUOUS RIDGE VENT ALLOWABLE (END PLUGS AND CDNMECTMS INCLUDED) LOAD 915 Ub (1) 0.131x3 1/1' NAILS 26 GA. GALV. STEEL STRAP (PLATE ID PLATE) EACH (1) 0.09151x1 1/2' NAILS EACH END PLUMBING VENT THRU ROOF (2)0131x3' NAILS. ICED 3• MIN (TOP CIURD TO PLATE) VENT STACK VENT THOU RDW 26 V/ (6 NON IV. T112'S AR CONNECTION TO BE EACH END COMPLETED IN FIELDy BY BLDR/CONTRACTOR /O fq 30 YR. (T 0.131x3' NAILS ARCHITECTURAL N2- (TW CHW) TO COLLAR TIE) 5N ROOF FELT WATER TI 2x6 SPF LAR TIES 7/16' OSB ROOF WATER TIGHT— 26 GA. WLV. STEEL STRAP SHEATHING V/ (9) 0.113'x2 1/2' NAILS 26 GA. WLV, STEEL STRAP <p 0.131xT NAILS INTAIN 2' EACH END V/ (6) IOM%I I/2• NAILS O(NEE WALL TO COLLAR TIE \ ATRFLDV EACH END (EACH SIDE) W 0.CWWD TO NAILS BAF LE ATION (TW CHORD TO PLATE) BAFFLE STACK TO EXTEND NOTE. 12' MIN BELOW ROOF NO REDUCERS ALLOWED (3) 0.131'x3' NAILS R-38 FIBER SS DRIP EDGE LINE AND BE WATER ON STACK WITHIN IV 'LATE TO PLATE) INSULATION TH 2x6 HUB FACIA TIGHT THRU ROOF OF UNDERSIDE OF ROOF 26 W WLV. STEEL STRAP VAPOR BARRI R ALUMINUM FASCIA V/ (6) Wtlx1 I/2' NAILS / EACH END R SHEATHING O PERFORATED D VINYL OVEETR DBL. 2z6 SHEATHING (TYPICAL ALL CAVE OVERHANGS) P PLA ES %T. SIDING 26 G GALV. STEEL STRW 3-2x6 HDR 1/1 VINYL V/ (6) IOtlxl 1/2• NAILS WITH Sp�ID 1/2• EACH END PLYV000 FILLER 2x)2 SPF N2 CEILING MISTS ! 16' 2x6 STUDS 2x12 SPF N2 CEILING MISTS ! 16' ac 2.12 SPF N2 CEILING MISTS ! 16' ¢c R-)9 FIBERGLASS INSULATION WITH 2x6 DBL. 2x1 VAPM HARRIER STUDS DBL 2.4 TM PLATE TW PLATE O TO%B ALLOWABLE O LWO 9033 ]b O %TERMOR 2x1 STUD 2.4 STUD SHEATMINO 2x6 7/16' OSB BOTTOM PLATE M$TAM36 19/32' OSI ! SUB FLOOR ALLOWABLE Hyl. LOAD 1565 Ib `T 2x1 BOTTOM PLATE 2x1 BOTTOM PLATE 2x10 MISTS AT 16' ac. OF PRESSURE g,� N Y HY APE% 2x10 SPF 02 AT 16' o TREATED BY BUILDER SILL PLATE 9• FIBERGLASS 10• CONCRETE MASONRY WITS ABELTS SILL SEALER a OR POURED CONCRETE WALLS B' BOLTS (12 COARSE) 3 1/2' DIA PIPE COLUMN PARSING COVERED BASEMENT FOUNDATION VALL FOR BASEMENT FOUNDATION YI WITH BITUMINOUS ON SITE BY OTHERS. SEE FOUNDATION DETAILS IM SITE BY OTHERS) COAT BELOW MADE 1/2' BASEMENT STAIRS ARE DESIGNED BASED ON E%PANSIO 12 COARSE BASEMENT WALL WITH FLOW v PERORATED ORA) JOINT POURED ONTO FOOTINGS AS SHOWN, IT SHALL AROUND FOOTING BE THE RESPONSIBILITY F THE BUILDER PERIMETER CON. 1' POURED SLAB TO DEVIATED APEX HOMES [F THIS APPLICATION IN I' ED CONCRETE SLAB IS DEVIATED FROM. STONE BED MIN, 6 MIL. POLY VAPOR 1' vputEO CONCRETE FLOUR BARRIER OVER 1. 2B STONE BED NWD ALL EQUIPMENT, DUCT VMN, CHIMNEYS, AND EXHAUST DUCTS PROVIDED L MIN, 20'x10' CONTINUOUS CONCRETE FOOTING PADS INSTALLED ON SITE UNLESS SPECIFIED CONCRETE FOOTING ALL VAPOR BARRIERS INSTALLED ON WINTER WARM SIDE SEE INDIVIDUAL FOUNDATION PLANSS FOR FM SIZE AND LOCATIONS ALL FOOTINGSUNDIS SMALL BEAR SH AN UMALL BHEO, VIRGIN EARTH AND SHALL BE INSTALLED BELOW LOCAL FROST LITE DESIGN BEARING CAPACITY OF SOIL 2000 PSI REFER TO SUMMARY PAGES FOR H DDDWNS AND STRAPPING TITS P6.IX 0£ 35'6x61' CUSTOM CAPE PAX PPP?FrCT10jV 3 BOX CAPE CROSS SECTION HoffElsI INC. DRAWN DATE SCALE OYER. E N6 (# DWP 1 6-10-04 111o=)'-o• sHvrP1 A11605CR l`iQTE: TABLE T All 120 mph wind requirements per New York State Building Cotte shall be 5/ „su,r,� �uxuwM SFAs w Thour srii.6NE�s ""/ ' AFPNFMNN WMaMn M.i n; complied with including WpCM prescriptive design Table 3:28 ails for / ` s AnAGUEHr_TAF. _ """b^+ AP 9N Nxr IA,.n„ n, Ito-ph pl „ g ^ Pf P � 4 / � " � _- __ sn•�A.Eai w.,9_m iw.nrTl sx.nr.yP.,; 1115�.xaiT,�,a sP"a using /T anchor bolts, 18 ' long and spaced @ 30" o.c. and Simpson LTP4 �� L / .� �C,J tV f3O si•c - 3Tnd 6 Y4" x 20 gage straps with 4 - 8d common nails or 10d box'nails per table �- ^"�• as a s �x /� c7 3.48 sill to Studs @ 16"o.e. _ --- H4a20 sro4. a4 os 40/24 24 -_ 4t 0.9 _- i `!U/C"vA/U A/I A>,tF' alw Fh+il P-i['ww _ 4Ear -w, 36 T2 1.5 - TrLXG - E 2 //1IZ/ /� �"^"�� ESTpµTER 0ENLECTIAN AT 1M NIW DESIGN WANT Won AT 734T,MIGHT O'K ^/ f/ I ! /+ . �L l C y �(/4',(. l.1IIi IIp��.J FOII SHU[1ElS WIiH�21t 4.AT 1i 1NCNl3 as. 1.a 2. _ MFA raNI P"N _-]4 ai ei 4i!6'0WiF0.n'lin.l 0 Tr Sl Fi 32116 --- - 40/20 ,. 2.9 0.1 D 1 0.7 aT 0.4 41 I I ,F /1 �r"LZ,,-'' - / ` - z"C •,"/�� •� / L 4V t��Vf-` 48/N --_-3 _ 0.1 0.2 0.3 0.6 1,0 G9f•V' a-e A CAS,rb 'll �rx/s FMAE 38 --- - L sHulrIEATIAGHNlNT_EOTTOM 48 « Ad - 01 0.1 113 0.5 09 �� CA t 1;DQC f?(L� { $ r�L T l , �x A /� ASTM s86.v�no roASTME'199�av t --•)T]E.,,r ,7,,- /A,� / '`""�- '^` / y - y Paragraph 6,or strnNunlshutlela witp '.C.IRI/rl x.00 ll7i w ~ '�'P �t, y 1 '�/E�/�J GJ xu� pP / - rs /J` _ Attached hardware provided.Details meet n �Jo�r J or exceed the regnireraetltA of New York •i w6oeA. Sate Building Code. S NM1r•J.d NY Sd.p J d tJ/ It �pC,P.A Lt..SG A� �K_ •j "_' �__. 124N`A 2 J ASS a_.ec TAae ANDF A[tWA1A,AND$OI,r�,DC}tK'IY. -".SES CaNMTrim . ^ nnrn HDU%Ei AODf TO Ist'$,May VALL _ rMNIMUa1fF�iNwITXaVTiiliHN�l lb f'+yT,:t41�i'�:�`�(�1Ks WITHIN 1 2' DF CORNER - RAfTER Ta STUD - HouAe'3n aia•aNPfurj 1 ' . " r2> USP STRUCTURAL CONNECTOR RTID E 16' p.e.,WITH CiFN$,�Aj.'IgQ•1•E�: AMFR,w{. . AAj,,.simeN ANumu,a Ix4MM W. wNW SrWd t6) 8a . 1 5/2' NAILS INRAF`TER: YD> Rd W > Il2• SPm18A6na lni! ltnmll SIVAorSr•A a1 INIRI,N - - NAIL¢ IN PLATE, AND (0:8d i Tie• NAILS.IN'STUD • "NOT Virxm 7'-Z- OF CORNER -MRAFTER Tn STUD, The Areldlectwillno[have control orclirscof sal wi0 notbetealomiWe far egprtnu'fibm means, a,T/�16 is 3D 0.¢ _ =-SHEARVALL LOCATION USP STRUCTURAL CONNECTOR RTIO a 16' a.c. VnX methtltli,to" ue9 4011CCS S�Id TO BmYi➢txlnneGOon will!tlW Wmtr. 1T{NW,. -..._ r6) ad ,. 1 112' NAILS m RAFTER, Eg) Ad [ 1/2' 9 see P fP ' ] 36 ',p.o W-147LIIDDYN LOCATION NABS IN PLATE,'AND r6> ase 1 )/2` HA[111..S M STUD - - Y" MAIN MOUSE, lot STORY [E)ppUULLE 70 FOUNDAV ' USP: STRUCTURAL COXNECTOR'NS1AN36 'a w' de. 41rH • TFr Gomemelor Shot give all noises and Gomp1Y Wtd1841 JAW16 Ottimound,rpleS,''roglttidoni;lld lawful ITdnwe4� 4" 3.4 , 46 os ' »., � (10) led NAILS INTO,Srut AND (a) 1/4 a r V4 TnEN :Order;of to public Auduai ' bearingan file shag pfOrPPty notify tho. I•eiW My ` -Nniui W' `- MASONRY SEAIVS IN Fn VAYION VALE YP tY perfOfnSinGE afdle Work and oh' t i•nc -GMRAGE, RDDF,TO 'C STIC VALE , Architect if dledro'Bings and 8pecifieationTAteat WlriiGiC Iheemith'pNw to GOa![nietrM. t,"'Po` 46x, a6 TJ 1.5 usP STRUCTURAL, [BHNCCTDR Rno a 6 'o.c. ytTH . nw)Iltr and GontlaGtar shell irlden md. 1 ;;�"'"• �''°'•^^• t6> as , 1 v2' AARs IN RAFTER, <ei A. >tifY and Battl Wlrmleas the Arohl[arand ihe'ro agoaft, 0100 oYena Swam un - - - mAH, )x PLArE.,ui➢ <w ea A t ue• NATLs 1N STUD 6i>m Rtl claims,dampgas.IossEs and expeMEe;iRGk)dirygbut ArotlNrvtrk to azt4mey faRi ulsmg otlt ofbr ORRA., 1st ST. NODULE Ta FDIWDATiDN IH4xna ' - USP STRIA:TURAI COMAE{TOR WSTANO6 a 4D• a,c. VITW feXdtNg;ftOm the peffomwXn:Oftlle WOYkplbvidEd tINC any such claim,dAYPaga:ldsp PrerxPel)sb(1)R am ma ' - N , toaNIAL, un. SYUR AND <a) 1/4 a. 21/d T1TEX, aP(Ibin6bk Ao llodilY mJUry,slckne8i dieeioc tlf dCNli,Pf dtl.i0)ar'Y 10 oGQei[nICIWPAf-kPgEOiapPPPrjnY TABLE]' IW ti ROOF YTASOMRY SCREWS IN FGUNAATIOM', ',,A ESTUMTWAlTRACDON'M 13a hYEHa;S1aN WWt1 iFlld AT M,t•T.NEIGNT M6, 054, Vint 9LOC Pir WITH Dtl MARS'e 4, G.0 E04E - IolliEr titin the work hielf)inCluding,lilP loaf O€tlRE ICIUNiNgttleriarBa l-,+,(�)IS Gxlifed,in�Whnlp5a�t1! '1W1SIIU1'IEIIS,WITH1fy.MAr TamrA4as•... SlWnrri : WAT � ,dii 'pTHE1. LDftES SIAAPI]RTS. PRDWiaE 4"W oY�'h>'inYhi,my hgp ltiem or ilidiFpP[IYe,DPloyaf byya€EhewnodronyParfoi++dlDgD 4L•}f,ma• rEa{tY so III,ornissitmof d,* of` _ FMB1• LffiNeill - - AFAhvol �P�„N,N nn. kpDDE_vAIA, rNW.9N2ARttN1,L) NA[ USE, )ct 'srpRr`twTERYDR:vnLLS - maY beadttila.re cYdlosa WDetfler or rgEµis causnd m,partioy.ipmty uMEnild6pt NolElEydCr. - aRxdR, tN46aa4polA.s 14 , 'eK .q 'ao ' Ya' to 4E " ., T , 0.51 V of ad'HA1F.S t.CI'"nC EDGE NARING`AND EXTERIOR PANEL '• Alk eodea.add teQaioijoin of Y-$Buil �' AA;.'AT. 41RTE';uPPIJRTS - diagG'ade ffAalt'8bvern'+p1Mail cnnp[rnvua)%➢Dd#pllftltlP.Y6 37/Y6 ' 9S D7 '04 ''D.S AA as DA "';��Y��i'' (�� '7a16' aSD 1fL7H'aa'.NKLSa3' aG. PANE4. COM *At%tN6 � • Aa EQRcrotO tD; a.n6o.D.QDD Si A1,"C8d3 AB.foDtimfsm6em'.hVigiip tlN`I WIYh Kn�rimumm Ta ,R.' ,4'li, 1"f INTERIM PANEL bF P Y6, P '}fyl}�*c;'Ar ow as NAR3 a oo EDGE 1111 WN VTTX'11/4' TYPE STIR 'V A6'➢RYV1)LL SCREVS hpr)g8capaeity UfOCapC F"Ki '[R "`A •ANEL EDIMS SURPippT$ 1'RDVIDE Q4' P.E,.PANEL.EOOE ' D34tpWt PAIEL.CLGES . AlChitl^%'t Y9 nosey btl f(n'eUPts•NIaiama ¢y'GPWi<k`..xqb it thn Thtrow[ID aY)+�9rxQQ414 , . _ CARAGErtat STOke CXTOM W 4LS,'TYPICAL . . . y; Me-',CIO VO4 py EXTERIOR PANEL � - - � [ef(legsibility tn'vaity all diAf6itsigm piidtxg4wluTn)kljon: ' I 4a124 - a4 -dt 4R 4� q6 1d 6 ox. At-Ifine0 11I gURP`IRts 'E'BGF ARMING AND 7/16' D$6-N1TdI Rd PAIL; a a- me. PAWL'EDGE NAILING � - I ++F .4`T4k7N1- SNtlit,) ARTCMDR'PANEL - - - - j eiGuie ail' - ' .4 oe - 46 D.1 al a.3, pa oR V16 'WTO S" 5"'$ � ' Il$' GVa-VTTH t iiA', T,TFE4S OR.V,+16' DRYVALL SCREWS' . 1 IR ec,' Y'Not 1Y- PGE H!lC1Nn ANA a 4' mc:PANEL ED$E %N111TlA rACAMA1NT+gTTOM _ : 'GARAGE+ fit STDRY CX7111UR'12AL4SA Fi'IdNT _.�._ _ , .CmizrpxD PANEL Has NAILS R •' NG PANEL-EDGE NAIUNF, ' - . 1 WTERTCIR PANEL _ 'a '- s Y NgaiAwE TO Slki, R - ,. NI1raN, .IFWX G AT"AD.NMNI"Cai�PSAIEL rGW;' 7Ii6 OSS TH as HAA.S AN➢ 3 Ak WkDlrmy'nTrfyWb pratrctltla ihaM t r Lgtt _ h$.'(.'di;E:'.18c&6"1Tlitld.A '1"IL�rtl.1996.9'1' WA t¢ftp - T>b' .® , I Pa+*gJMT!hu sar, lAi4yYr�-ar1 S1101"W 11 �i1wLT�K" httrHt 7 AttReiYRMI pgr4hay L'a'PMut,ptrt4 Dlgidfi aiRoT ' .a Kt:LI,e. - . ''yp�q Thai},'%tt la i rouNPATmN `CrJ), d1'OMllRd tkO ;a *V4 p'. !Lt 'Ia,YKt.GA,'l•Y�•�aO��A�sa.L Y'COY3E fYP[CAL '.LLIING. pp {p-'MF y'.Ma 1. - ;Mi'VIgIR�> •Wf,TNTt1'`'MNI IGhX .tlNENT . - .. 8� tl6E'V$N1� 7N T JFD*rOtA ADI.TS IN { _ 'a Smtn$T61d)tlg G tlda , 1 tta t2 N1Nry A1:EMD[DM Nr R m a SME%?R C 1 C :. t , �# NW 4iFi 'A iiliv ,NOM tiklf 'aARAOEt.Y,YA EY F ATIDtI, T.YPf - »'r^ '•'. •. FsrEwr. ^ •, tr3'gOt D.,L p1;A '. T� dCT75M FMDv 't2�7Am MtIDNtlR TDDOIN 9,W Fex F„y41.4; 'LM, SMA( ��JON {$J5xP4 f 7/ D •vr .1n'iN _ E._ . /. YITV# at VW"NT _ GARAOtIASt'STO4Y 10'EOLA➢ ftlo, MONT �*y'+ � ^�L {\C, „ -1 r••. � n,; '' '0Urr "aDuitEMEIv 3U 'ANtiTom ydTy TiIE•y tA-D1,t'' TS: ''"' pllfi,ry" /; ,k J't• , � / Ale y2 °� PNT GWSEtalEr4r P ;I , � a a Ps.vaR usru lr. wrun si tcctlr J # n .M •' t-.. f-' C„Q I APPROVED AS NOTED a , ' . �" �-'— : DATE: 21111 B.P.t �� FEE: ! �{ y BY:- PP— i11r -- — NOTIFY BUILDING DEPARTMENT AT 765-1802 SAM TO 4PM, FOR, THE, T ' FOLLOWING INSPECTIONS: t ��, 'I, 'M " � 1I— _.... 1. FOUNDATON - TWOREQ UIRE- D FOR POURED CONCRETE OG & PLUMBING 3. I iULA '4. AL CONSTRUCTION MUST ^ . .—_._.._.�,—• + 1 t 6— y B CO PLETE FOR CO. 1 ALC ON RUCTION SHALL MEET THE N _ .-. ---REG EENENTS OFTHE CODES OF NEW Nil YOE ST E. NOT RESPONSIBLE FOR'DES GN R CONSTRUCTION ERRORS CMP WITH ALL CODES OF NEW YO K S'TAT�&-TOWN CODES - — As R bjl ED'AN CONDI ONS F 5-2 Sl1UfNOLbTOWNZBA ., ..� - TOWN TRUSTEES soA�o 60 L_._ �L — I Y- --- 4 NOYS.DEE" III I —I T-I T Fj PLUMBff CERTIFICATION ON LEAD ONTENT BEFORE �I - _ 1L ! _r f qqI ! / CERTI FICAT E OF OCCUPANCY -4 SOLDER USED IN WATER zall '1p (.c 2z o/,/ SUPPLY,' YSTEM'CANNOT 1 �1 3Za3'L;+I )`L eo7yL� EXCEED�Vi0OFI%LEAP. } � FLOOD ZONE !� T r__ L_ �._ --_, f._.+ _. -I- COMPLY WIT CHAPTER "46" • ._,_:_ ,� _ .. - _ _ .. - _ - - FLOOD DA AGE PREVENTION r >` 7 r -- ; r� - t {{ y t 4-4I _� SOUTHOLD�OWN CODE. I) ALL CONSETUCTION,SHALL . -- -- '�_. -_. — - - -- -- c �c--- --- - CODES OFIIEWYONTSOFTHE -, - MEET THE RE UIREM N STATE 4 T�, .I CEFi�1, ATION OF NAILING &� RE CONNECTIONS DO plrc,h ,117TH, , •--r—"-- 4�1 _ „_,,,_",_,T.., FRAMING INTI SLnVEY OF FO! TION LOCATION, HAS SEE APPROVED. UMBIN , '' -,ALL UMBINGWASTE i - ER LINES NEED ( � ��� ~�' TESTWBEFORE COVERING I,. ty '%SRWRITERE(. $CERTIFICATE . W `'j'a� cid' z4 �)t'el. JIBED � U _� 1�VkE-GJ RETAIN STORM W TER RUNOFF " — — ------ - PURSUANT FO'SE TION 45.100 �/[fL -/Z7 YS'� OF THE TOWN GO E. y.Sr, ��a ,>'z � �f _tE CCUPPICY OR , \5 SE IS U`1LAWFU 1 I ITHOUT CERTir" C.ATE� F OCCUPANCY: „ 3 7— - - S � f�tf Ta—�To"y D Agcy r 4, - - r' " - , FUTURE SURROUNDINGS / WHITE # 4 QN - 11605 / NY THE FOLLOWING ELEMENTS OF CERTIFICATION THESE PLANS HAVE BEEN EXTRACTED FROM APPROVED REQUIRED BY THE MANUFACTURER TO EXCLUDE EACH HOME ARE AS FOLLOWS: BUILDING SYSTEMS FILED WITH THE STATE, DESIGNATED ONLY FOR ERECTION ON A SITE-BUILT PERMANENT FOUNDATION 1) NOT DESIGNED TO BE MOVED ONCE INSTALLED.2) DESIGNED AND MANUFACTURED TO COMPLY WITH NATIONALLY RECOGNIZED MODEL3) BUILDING CODE OR EQUIVALENT TO BUILDING CODES FOR ON-SITE HOUSING, NY. CERTIFICATION FOR MODULARS OR WITH MINIMUM PROPERTY STANDARDS ADAPTED BY THE SECRETARY PURSUANT YES X NO TO TITLE II OF THE NATIONAL HOUSING ACT, AND TO THE MANUFACTURER'S KNOWLEDGE IS NOT INTENDED TO BE USED OTHER THAN 4) ON A SITE-BUILT PERMANENT FOUNDATION a N zo ZZN N 5i22 ® ----- F-------- _ _- - -------------------- - PORCH SLAB GARAGE DOUR AND POSTS FRONT ELEVATION ❑N-SITE BY OTHERS ON-SITE BY OTHERS :o C 91 N N REAR ELEVATION NOTE - ACTUAL HOUSE MAY VARY FROM ELEVATION ►JUN 22200'00 A11 TAEPh'AXOF 35 ' 6x61 ' CUST ❑ M CAPE PET PrRFECT`0,NV FR ❑ NT & REAR ELEVATI ❑ N ffomTsIl Y c. DRAWN BY, DATE: I SCALE, LAYER: FILE NO, SR /CG/KNE R /KGS/KN 04/28/04 ia'=r-o' A11605 FUTURE SURR ❑ UNDINCS / WHITE # 4 QN - 11605 / NY 12' D.C, FOR 10'-0' SNOW ➢RIFTING 12 9� i 0 N � N N m 0 LEFT SIDE ELEVATION PORCH SLAB AND POSTS ON-SITE BY OTHERS 12' D.C. FOR 12'-0' SNOW DRIFTING N IL N N N m ® Em Lu u0 N RIGHT SIDE ELEVATION o IJUN 2 2 2004 NFITE - ACTUAL HOUSE MAY VARY FROM ELEVATI❑N Al2 _ME PEAIIOF 35 ' 6x61 ' CUST ❑ M CAPE P_ET� PERFE0 j710,V SIDE ELEVATIONS H0�11�'S 11 4 L . ""N BY � DATE: SCALE, LAYER, FILE ND�� SR/KD /KN 04/28/04 A11605 24'-2 1/2' 2'-11 1/2' 8'-0' 2'-11 1/2' 22'-10 1/2' FUTURE SURROUNDINGS / WHITE # 4 o a QN - 11605 / NY ANDERSEN FWH9CG1I SASL ® ® 14 HDR, (3) 1 1/2'x9 1/4' ML. R.D. 9'-0'x6'-11' PANELIZED PROJECTION SEE CALLS HDRi (3) 1 1/2'x9 1/4' M.L. ❑S (3) 2x4 SPF STUD GRADE fU Q ABOVE 20 QB O2 SEE CALCS OMIT 2'-8' SECT CLD 6 WALL GYP 3'-10' 12'-7' 5'-3 1/2' 17 -4 1/2' ti i7 INI BREAKFAST -� NOOK p-6 Ou in 138,87 SQ. FT. t4 j 11.11 LIGHT REQ'D in i z O N 5.55 VENT REQ'D BEDROOM 01 L� ILo N m e'-3' 37.00 LIGHT PROV'D w I W, ALL EXIT LOAD BEARING HDR'SI WITH SPAN OF 3'-5' OR GREAT ROOM 21.20 VENT PROV'D 1 258,99 SQ. FT x Ix� LESS WILL HE (3) 2.6 SPF 02 ALL OTHERS WILL d ¢ 347,57 SQ, FT. 0 T-5 5/16' 3'-10 1/ 20.71 LIGHT REQ'D HE SPECIFIED ACCORDING TO NEW CALLS MANUAL 27.81 LIGHT REWD 14' HARTOP 10,36 VENT REQ'D a Iu j ¢ 13.90 VENT REQ'D m m 41,80 LIGHT PROV'D �Ll'lo c m O j ' ^ 39,85 LIGHT PROV'D iV N 4s• HIGH WALL n 26,60 VENT PROV'D ALL M/W HDR'S- WITH SPAN OF 5'-9' OR LESS 20.35 VENT PROV'D WILL HE (4 2x6 SPF #2 ALL OTHERS WILL ° � ; zA 324 H2a o o CLL"o x d' HE SPECIFIED ACCORDING TO NEW CALLS MANUAL. ~ ih CI. ATA PLATE, STATE LADEL n - q .¢ Q L _J N o00� ND PFS LABEL LOCRTION 3 m zzrc3 2> 2x6 <z) 2x6 0 --------------F 21 ________________� T-3 1/2' SPF U2 SPF H2 N 3 OMIT 2'-8' SECT M �O -- ----------------------------------- q CLG t WALL GYP OMIT 2'-9' SECT DROPPED HEADER O CLG 6 WALL GYP ___ ___________________i. _ (4) 2x4 SPF STUD GRADE V 12 _10 lq 12'-0' S'-10 1/ 7 SLOPED VOLL ��I N LA/36 3 SGD H LVI m r KITCHEN (4) 2x4 SPF STUD GRADEa 60y'TUB SHOWE 7'-2' 3'-10' m� 3 Ix�IRtw W/ DOME N ^ IF, d m 7 -5' 3'-4' in SHOWER DOOR q _ ON-SITE m 1 6 (9 V m N30 HY OTHERS DOM w PANOTHE ❑ YI W3615 1 4 4 -0 7' 5'-61 6'-8 /2 O1 SHOWER DOORHATH #1 ❑I HATH u2 ' m ON-SITE (0 3'-10" 12'-10' 7'-11 1/2' 13'-6 1/2' HY OTHERS N N Qi O F-11/2'❑ 16'_8• -\' 25'-6' o > a VB4e 42'-2' HALL ,I N O12'-G 112' F- r LGI i❑ O -________ '-4'_______ ❑I 1' 2'-0' 0'-3 1/2 6 - C2) 2x4 SPF' 8 2 O ' 6' STUD-0' cL GRADE "$-� cLo ----------- m F-1/2' ©Ad L o m " SIT #2r-------- „ I I I- I I- WALK-IN GO U0 CLOSET ° BEDROOM #2 DINING ROOM w w in iu 145.20 SQ. FT, P. I s ti 11,62 LIGHT REQ'D FOYER m 1337 LIGHHTT 16711 FT.REQ'D UTILITYti 5.81 VENT REQ'D , 33,30 LIGHT PROV'D © CLD 6.68 VENT REQ'D _ CLO 18,30 VENT PROV'D 22.20 LIGHT PROV'D I m r 12.20 VENT PROV'D ji I CA W I m r © 2' FUT IVT o-J 12 3' RADON VENT -� Ill •., ---------- L_____ _-3-DRAHA4 5/8' TYPE 'X' GYP 2-3/4' SUP P D I in 13'-3' '-0' -6' ® 15'-3' ® FROM End STORY '-6 1/2' 5'-C 1/2' ABOVE 20 O2 ABOVE 20 0 HDR (3) E.12 SPFD2 ❑E ABOVE©0 O2 A OVE©0 O2 1SEE CALCS 5/8 _ TYPE 'X' GYP GARAGE & HOUSE 1 m 4'X10' FLOOR REGISTER (3' FROM WALL) 13 REQUIRED ® 9 0' 32PULL newN ' 4" STAIRS im TOE-KICK HEAT GRILLE ( LOCATED CA WET AREAS) I REQUIRED ® o 26 1/2'x54 I/ R.O,i li 6'X14' HIGH/LOW AIR RETURNS @ 87' L 18" AFF. 9 PAIRS REQUIRED ® L----- --------J'--J ❑H w 37'-0'x8'-0' PORCH OVERHANG I I I I I I I I I I I I < i 6 zao� 9/12 RAFTER ROOF SYSTEM AT 16" ❑,C FOR THE HOUSE AND GARAGE <' °F NOTB GARAGE wnuS m� ` I GARAGE TO by HE I6' D.C, 3 OMIT N F a N GARAGE FLOOR ou ' I r m 3I % I I I I I I I I 04 HOUSE TO BE ERECTED AT SOUTHOLD, NY, SUFFOLK COUNTY 45 LB, SNOW ZONE 120 MPH, WIND ZONE ( 3 SEC, GUST ) 37 PSF. WIND SPEED 19080 OVE HEAD DOOR SEISMIC DESIGN CATEGORY - C HER. 66 5/8' RFF r -----------------, H➢Ri (3) 11/2•x16• ML II I HIGHWIND PACKAGE REQUIRED I A 1 3 d 11'-911/2' SEE CALCS 23'-8 1/2' NOTES 5, CLG BEAM @ 'KITCHEN TO BE (2) 1 1/2"x12" ML 1, HEAT LOSS WAS CALCULATED W/ R-19 I'NSULATI❑N OR HEATED BSMT 6, CLG BEAM @ GREAT RM T❑ BE C2) 1 1/2"x24" ML Tb'E PEAK OF 3 5 6 X 61 C U S T 0 M CAPE 7, CLG BEAM @ GARAGE TO BE C8) 1 1/2"x12" ML SEE CALLS PERFECTION 2 BUILDER IS RESPONSIBLE FOR PROVIDING A PROPERLY CLG BEAM @ DINNING ROOM TO BE C3) 2x10 SPF #2 SEE CALCS ��PL�� 1St STORY FLOOR PLAIN SIZED HEATING SYSTEM TO COVER A 88„000 BTU LOSS 8, 1101�Ts IjvC DRAWN BYI 3, CLG BEAM @ BED 41 TO BE (4) 1 1/2"xill 1/4" ML SEE CALLS 9, CLG BEAM @ FOYER TO BE C2) 2x10 SPF #2 SEE CA s SR/KD/KN n04 SCALE, LAYER, FILE NO, 4 EXT WALL HDR 2 NOOK TO BE (3) 1 1/Z"x14" ML SEE CALCS 10, 04/28/04 v4'=r-0' SHl/FPl A11605 FUTURE SURROUNDINGS / WHITE # 4 QN - 11605 / NY ® ®6'-3300BTU WP GFI XL CHIMES TV 6'-3300BTU J® SSL 7'-385OBTU y ------_--, 5'-275013TU ® e'-440013TU r r ———______—l ,n -——————————-- ———————----- j db I I I I I = I I I I I I I e I I I I I I I j _J FI AFF o L �f TOE ICK _______________ \l L r___ C BOX AND BLOCK ——J FOR PADDLE FAN r______________________ F__YYry.-�TM CHIMES 10'-5500BTU P AP �!!I I � Q GFI r—_— l it l Pq IRE FORVER L-----T L 12-2 20 A PULL L-- !__01 MICROWAVE r---- C 120V�■ WIRER S3 SD r p N➢ FL S - _ GFI O - ® J J �. L--_ _---;, III I a' I CPT I—__J zo-n B MT S3 -- I F 110V ■ III I sn r CO TV CT ii FL AT LAM /FAN/LIGHT r PULL --- --- $ r NUTONE-665RP WIRE db L J CD JBOX IN FUR CO 1000 WT O SB FOR BSMT SD PULL LL_,O FL 1000 WT G I TOE KICK 3➢ WIRE S➢ TOE KICK OL — r_ ,/1 ___ SD I� HEAT LAMP/FAN/LIGHT _ V �_________ ________ v I NUTONE-665RP ISL L_---__ ______J IUI GFI $ ELEC. DROPS --- $ I W/ 20' COILS S N S S3 SBr——————————————————-- liL_ -- L I 1, II I I /11 /l �i GFI Y (BOXED) —— _ II �- r ©JB IN ITLING CT ________ o II FOR RAn N PUM , JII m II � • --�1 L J ry m-ssooeTu ,� ®io'-ssaoeTu ELEC. DROPS ® ---I W/ 6' COILS CHIMES I O f WP $ S3 GFI , r -T -1 III I I III III L _i _J r N XL III I N I III I I L _____ _ I ,III I III I ALL BEDROOMS TO BE ARC-FAULT PROTECTED III --------- -----� ice- — STUB PLUMBING -ELECTRIC II TO 2ND STORY II I I � I T-----�'L MLG TN 1 GFI II 1 ♦ II �w � •i • �-1 SK xL ____________________________________ xL 'JUN 2220041 A1,5 '4411" TNEPE4A' OF 35 ' 6x61 ' CUSTUM CAPE _0007 PET PERFECjJ TJlQOW 1st STERY ELECT . PLAN HD � �',.ST, 11 DRAWN BY, DATE, SCALE, LAYER, FILE NO SR/KD/KN 04/28/04A11605 SHl /ELl FUTURE SURR ❑ UNDINGS / WHITE # 4 QN - 11605 / NY ------------------------- , , , L , , , I; 1=ill Ili ,_�-Ih I I I I I 0 I I . 0 F , , L_ J � , , ®-SHEARWALL LOCATION ——J p-HOL➢➢OWN LOCATION � T -1 � I I I I L _1 _J , , L UPLIFT CONNECTIONS SH ARWA L ASSIEMHLY OVERTURNING CUNNECTIONS SLIDING CONNECTIONS SHEATHING MAIN HOUSE. ROOF TO 1st STORY WALL MAIN HOUSE, ls4 STURY EXTERIOR WALLS MAIN HOUSE, 1st STORY TO FOUNDATION MAIN HOUSE, 1st STORY MODULE TO SILL PLATE MAIN HOUSE, ROOF WITHIN 7-2' OF CORNER - RAFTER TO STUD EXTERIOR PANEL USP HOLBDOWN TDXB WITH (3> 7/8' DIA, BOLTS IN 16d TOENAILS @ 2' 0 7/16' USB WITH BLOCKING WITH 8d NAILS 2 4' OP EDGE (2) USP STRUCTURAL CONNECTOR RTID @ 16 In WITH 7/16. OSB WITHI Ad NAILS @ 3' o.c. PANEL EDGE NAILING 2.6 DOUBLE STUD AND (1) 7/9' IDA. ANCHOR ROD MAIN HOUSE. SILL PLATE TO FOUNDATION NAILING AND G' 0,c, AT INTERMEDIATE SUPPORTS, PROVIDE (6) Bd x 1 1/2' NAILS IN RAFTER, (8 Bd x 1 1/2' INTERIOR PANEL WITH 12' MINIMUM EMBEDMENT 1/2' DIA. ANCHOR BOLTS WITH 12' MINIMUM EMBEDMENT BLOCKING AT ADJOINING PANEL EDGES NAILS IN PLATE, AND (6) 86 x 1 1/2' NAILS IN STUD 1/2' GWB WITH 1 1/4' TYPE S OR W N6 DRYWALL SCREWS GARAGE, 1st STORY TO FOUNDATION, TYPICAL @ 2'-6' oCMAIN HOUSE. WALL (NON-SHEARWALL) NOT WITHIN 7'-2' OF CORNER - RAFTER TO STUD 2 4' a c PANEL EDGE USP HULDDOWN TDX5 WITH (2) 3/4' Elk BOLTS IN GARAGE. 1st STORY MODULE TO SILL PLATE, TYPICAL 7/16' OSB WITH Bd NAILS @ G' aC EDGE NAILING AND USP STRUCTURAL CONNECTOR RT10 @ 16' oc. WITH GARAGE, 1st STMRY EXTERIOR WALLS, TYPICAL 2x6 DOUBLE STUD AND (1) 7/B' DIA. ANCHOR ROD 16d TOENAILS 2 6' o,C 12' oc. AT INTERMEDIATE SUPPORTS (6) Bd x 1 1/2' NAILS IN RAFTER, (8) Bd x 1 1/2' EXTERIOR PANEL WITH 12' MINIMUM EMBEDMENT GARAGE. SILL PLATE IDFOUNDATION, TYPICAL MAIN HOUSE, FLOUR NAILS IN PLATE, AND (6) ON x 1 1/2' NAILS IN STUD 7/16' OSB WITHI Bd NAILS @ 6' o.c. PANEL EDGE NAILING GARAGE, 1st STORY TO FOUNDATION, FRONT I/2' IDA. ANCHOR BOLTS WITH 12' MINIMUM EMBEDMENT 19/32. OSB WITH BLOCKING WITH ed NAILS @ 4' o.c. EDGE MAIN HOUSE, 1st STORY MODULE TO FOUNDATION INTERIOR PANEL USP HOLDDOWN TDX6 WITH (3) 7/8' DIA, BOLTS IN 2 4'-C' op NAILING AND 12' AT INTERMEDIATE SUPPORTS, PROVIDE USP STRUCTURAL CONNECTOR MSTAM36 @ 48' o.c, WITH 1/2' GWB WITH 1 1/4' TYPE S OR W 116 DRYWALL SCREWS 2x6 DOUBLE STUD AND (1) 7/8' DIA. ANCHOR ROD GARAGE. 1st STORY MODULE TO SILL PLATE, FRONT BLOCKING AT ADJOINING PANEL EDGES (10) 10d NAILS INTO STUD AND (8) 1/4 x 2 1/4 TITER 2 4' ¢C. PANEL EDGE WITH 12' MINIMUM EMBEDMENT USP LATERAL PLATE TIE MP4F TYPE I INSTALLATION GARAGE. ROOF MASONRY SCREWS IN FOUNDATION WALL GARAGE, 1st STORY EXTERIOR WALLS, FRONT 6) Bd NAILS WITH (SILLdPNAILS IN PERIMETER BAND AND 7/16. OSB WITH Bd NAILS 2 6' o,P, EDGE NAILING AND GARAGE. ROOF TO 1st STORY WALL EXTERIOR PANEL 6' o.c. AT INTERMEDIATE SUPPORTS USP STRUCTURAL CONNECTOR RTIC @ 16' o.c. WITH 7/16' OSB WITH I Ad NAILS @ 4' a.c, PANEL EDGE NAILING GARAGE. SILL PLATE TO FOUNDATION, FRONT GARAGE, WALL (NON-SHEARWALL) (6) 8d x 1 1/2' NAILS IN RAFTER, (B) 8d % 1 112' INTERIOR PANEL 3/4' CIA. ANCHOR BOLTS WITH 12' MINIMUM EMBEDMENT 7/16' USB WITH Bd NAILS 2 6' mc. EDGE NAILING AND NAILS IN PLATE, AND (6) Rd x 1 1/2' NAILS IN STUD 7/16' OSB WITH Bd NAILS @ 2' oc. PANEL EDGE NAILING @ 3'-O' C,c. 12' C.C. AT INTERMEDIATE SUPPORTS GARAGE. 1st STORY MODULE TO FOUNDATION AND 3' NOMINAL FRAMING AT ADJOINING PANEL EDGES USP STRUCTURAL CONNECTOR MSTAM36 @ 48' F. WITH (10) I0d NAILS INTO STUD AND (8) 1/4 x 2 1/4 TITER MASONRY SCREWS IN FOUNDATION WALL pmL I wo •�� , * I�UN 2� TflEPEAXOF 35 / 6x61 / CUST ❑ M CAPE FPERFECTION 1l off A, 11vc. DRAWN BY, DATE, SCALE, LAYER, I FILE NE, SR/CG/KN / KD 04/28/04 114"=I'-D' SH3/FP3 A11605 FUTURE SURROUNDINGS / WHITE # 4 _____B'-p . QN - 11605 / NY e W o 60 -6 7/8" 5 1/8" / _---- l L7 / O O Q1 �� _________________________ 4-9' 4-6- 4 9 El UD r------ NOTE -----� Q TDX5 AND TDXB LOCATIONS SHOWN TO BE I IT VERIFIED AT PRODUCTION STAGE I^ (1J Q L---—L DUE------------------TD STUD LOCATIONS REQUIRED . 1" m W H r-- J N W m a U > W 1 L 5'-9' 6'-3' 6'-3' 6'-3' 6'-2' 6'-2' 6'-3' 5'-1' 5'-1' 3'-10' 3'-11'1 ° U W W -2- Z I I __1 i- I I I ------ O CK ,I i I i I I I I W Q Z W u O -J Q ru iu 1 31LLJ �G 1 o W W n O (4 Q D ro m LL Z ti _ D W W (LJ Ll 1 4'-7' 6'-3' 6'-3' 6'-0' 5'-6 4'-0' 4'-0' 5-0' 6'-3' 6'-3' 6'-3' IO__I o__J O_ OL_O__J OLr I___ �D W o m 11 1 z E-1 LL LL7 Q W 0 W I ZBO-.30- CONC. Jn I FODTER W/3 1/2' Q `-' 1-9 .-I Q m l 1 DIA. COLUMN zZ > U N d O Q Q CCW >- 3 W ss. J W n 8' MINIMU CONCRETE WALLS c H W '� QZ J Lj Q H — — --- _____________________________W z ----- J m q RJ _ ----- --- ------ e Z � Q � H � � � 4 15/16 3T-3 1/2' m r-- — ------ (] ^ 3 H W W n l 1 11'-6 3/8' n J o ¢ z > FOUNDATION DRAWINGS ARE TO BE USED AS 1 122'-9 3/8' 12'-5 5/8' 4 15/1 1 r = ~ uGUIDE TESWILL T ACCEPT ANY ZQ CD q U W LIABILITY ORRESPONSIBILITY FORINCORRECTTFOUNDATIONS, j u va' CD W J U 1iu o3LLL� Ln LLiwo Z L Jcza_ � Q � q 'TO THE HEST OF MY KNO4/LE➢GE, BELIEF AND PROFESSIONAL JUDGEMENT IN W LQ = gg2r (Yl W W I I Imn W U O H W Q L7 U 1. THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN APPROVED 1 m N CD LD G/) (LJ LD q Z W FROM A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED HY DOS, 1 CD Z \ APPLICATIDN ND. M1168-02-074, MANUFACTURER'S ND. M1168, I I Z Qu (U W rl L U d `dHICH HAS NOT BEEN MODIFIED IN ANY MANNER. OU Z W2, O Q V W OF NEW 2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING PART 5 1 W YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE (ENERGY CODE) q 1 W W H AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE Q O Z = " W UC-) Z q 1 1 WrU > Q ryLJ 1 C] Q � qcy) W 1 z � � � � Q � (/,) Q LD --IQJQW � I— [J �. U Q QQZ0z PaJ > W } I] pq O L 1 LLJ LI F- z7 ql j .. L, wv) zq � ¢ O1 1m siM' � 3 = m U � Z Wr � q 1 (n C/ 0 oLJZoxvzq ----- - �!i � �•� Wow Q� o a \ �l z o ° oZ Wz m3Q rJ UN s2�A2�a2�0�0t�+�1� A1 , 6 11'-iI/4' 11'-10 1/4' CU 2 -3 7 B' — iool, TfIEPEAIrOF 35 ' 6x61T1' CUSTOM I CAPE APEX PERFECjv (i ,710,11V FOUNDATION PLAN ffojL s, 11 DRAWN BYI DATE, SCALE LAYER, FILE ND SR/KD/KN/ 04/28/04 A11605 /4'=r-o' f BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: LJ /0%y APPLICANT: Pnrn 1JAi lte DATE SUBMITTED: /Or SCTM#DISTRICT: 1,00,/0, SECTION: , BLOCK:1_, LOT:��SUBDIVISION: ADDRESS: )fid qI04Y CITY: ZONING DISTRICT: CONFORMING?N� BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,198,,3)),/,UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming REQ. LOT SIZE: AC OT SIZE: /°mow Q. LOT COV. ``T.LOT CO 1. REQ. FRONT 00 RONT ✓R Q SID CT. SIDE Q � OP. REAR REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: OIL 2_0 i4c — ESTIMATED PROJECT COST: A/0 ARCHITECT/ENGINEER: WATER FRONT? DESCRIPTION: PANEL # FLOOD ZONE:A� OVALS RE UI D q SUFFOLK COUNTY HE H DEPT: S o N0, (BED#): DTE: l/ �� / 3 PERMIT#:Q)o-Nl611 TOWN SEPTIC RECEIP�or N NEW YORK STATE DEC: PRE-DEC 9/175 YES or DTE: /_/_ PERMIT#: SOUTHOLD TOWN TRUSTEES: YES or 0 DTE /T / PERMIT#: TOWN ZONING BOARD APPROV o or ��Y DTE: 6 PERMIT#: TfJWN PLAN. BOARD APPROVAL: DTE. PERMIT#: i TOWN HISTORICAL PRE (SPLIA): YES 0 {. NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2)6D or NO NOTES: FEE STRUCTURE: FOUNDATION: 02165 SF FIRST FLOOR: 301S SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: � �-� SF FEE FEE 1. (–..51 ( 0 SF)= a,�SF X$' U=$ �2 0a+$-tgD _+$ =$ 2. (_SF)- ( SF)= SFX $ =$ +$ +$ 3. C —SF)- ( SF)= SF X $—=$—+$—+$—=$ FINAL TOTAL: $ NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:45 Wind Speed: 120MPH Seismic Design Category:B Weathering: Severe Frost Depth: 36" Termite:M-H Decay: S-M Design Temp: 11 Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE: Y/N DEAD:Y/N SNOW: Y/N SEISMIC:Y/N WIND:Y/N WINDOW AND DOOR SCHEDULE: MISSLE,TEST REQUIREMENTS: Y/N �l EGRESS 5.7 S.F.: Y/N i LIGH"�' 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N(RETURN TO PAGE ONE) Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 07/01/04 Receipt#: 5823 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Check#: 5823 Total Paid: $10.00 Name: Bishop, Stacey L 150 Waterview Dr. Southold, NY 11971 Clerk ID: BONNIED Intemal ID:97130