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HomeMy WebLinkAbout30736-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31506 Date: 03/31/06 THIS CERTIFIES that the building NEW DWELLING Location of Property: JACOBS LA SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 88 Block 1 Lot 10.3 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 21, 2004 pursuant to which Building Permit No. 30736-Z dated OCTOBER 26, 2004 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to PARKER & BETSY DICKERSON (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-04-0021 11/03/05 ELECTRICAL CERTIFICATE NO_ 2043853 05/09/05 PLUMBERS CERTIFICATION DATED 12/05/05 BURST RELIABLE, INC. t ori ed S.Lgnature Rev. 1/81 7� s� 7 - Form No.6 TOWN OF SOUTHOLD „r BUILDING DEPARTMENT G; TOWN HALL 765-1802 -- -- APPLIICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00, Additions to accessory building$25.00,Businesses$50.00. 2. Certificate of Occupancy on]Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: ` 1VV7(Z,�J"`--- f�Cp(3S L.rJ J"o�.cTk1cX-,� House No. Street Hamlet Owner or Owners of Property: _Z)ict4 rcSa� Suffolk County Tax Map No 1000, Section �� Block O 1 Lot Subdivision Filed Map. Lot: Permit No. _ 30 73(a Date of Permit. Applicant: S;tam Lyt4),O L,crJO GJ Health Dept. Approval:h �l7 -O0(--(-tea i 11 k Underwriters Approval: Y/yLb c- Planning Board Approval: \/ Request for: Temporary Certificate Final Certificate: JL (check one) Fee Submitted: $ A,p licant Signature c0t3 )Sa� 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. 30736 Z Date OCTOBER 26 , 2004 Permission is hereby granted to : PARKER DICKERSON 1485 MILL CREEK DR SOUTHOLD,NY 11971 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at JACOBS LA SOUTHOLD County Tax Map No. 473889 Section 088 Block 0001 Lot No. 010 . 003 pursuant to application dated OCTOBER 21, 2004 and approved by the Building Inspector to expire on APRIL 26, 2006 . Fee $ 1 , 335 . 00 Au orize ature ORIGINAL Rev. 5/8/02 =�o�as�FFOCKCOGy� Town Hall, 53095 Main Road y x Fax (516) 765-1823 P. 0, Box 1179 Q • Telephone (516) 7651802 Southold, New York 11971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N DATE Building Permit No , _7ti? 3fy Owner : -- 0rl\er 0uce6an ( please print ) Plumber: I6jr�3 R&thle, Inc ( please print) I certify that the solder used in the water supply system contains less than 2/ 10 of 1% lead . /7 (Plumbers Signature) Sworn to before me this `J day of OeCernbc- (QW � Lweul�ffe p� o, Notary Public , SL)fkAVS County NAwy 10, bVh't +YgaNH8gi3 BERNADETTE L.TAPLIN NOTARY PUBLIC X4844893 State of New York Residing in Suffolk CountY Cor,_..cx" C:oicex nla7 J`J O cttJ�cP rJ'rJ�rJ'rJ�cf�@P tPrJ'r.Pi�rJ'i.J�tJ�.PiJr1'tJ'arlinin�.f�Pc.!'cPcP r�cPrJ'r?ni.Ji�rJ�tJr�rPrJrJ�r.Pr�rJ�cPr.PrJ�r�cP e� 5 5 BY THIS CERTIFICATE OF COMPLIANCE THE {y E 5 NEW YORK [BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY C5 55 40 FULTON STREET — NEW YORK, NY 10038 CC5 CERTIFIES THAT Upon the application of upon premises owned by SJIM SAGE ELEC. INC. PARKER AND BETSY DICKERSON e5 P.O. BOX 38 403 C GREEN ORT, NY 11944-0038, SOU HOLD, NY 11971 55 e5 rS+ Located at 403 JACOBS LANE SOUTHOLD, NY 11971 5 5 Application Number: 2043853 Certificate Number: 2043853 SSection: Block: Lot: Building Permit: BDC: nsl1 5 5 5 Described as a occupancy, wherein the premises electrical system consisting of S electrical devices and wiring, described below, located in/on the premises at: e5 Basement, First Floor,Outside, �S A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, DeQihrtment of StatVo,4- kforcement and Administration, or other 5 5 5 authority having jurisdiction, and found to be in compliance therewitF_on the Day of Name QTY Rate Rating Circuit Type 5 SMiscellaneous �+ modular house �5 5 N.Y.state approval#19-29056 5 5 Mfg. Apex Homes Inc. 5 5 serial#9563 5 Alarm and Emergency Equipment 5 5 Sensor 1 0 Carbon Monoxide 5 5 Appliances and Accessories 5 Furnace 1 0 Oil 7 5 Wiring and Devices Switch 4 0 General Purpose 5 5 Receptacle 1 0 GFCI C] Fixture 4 0 Flourescent 5 Service I Phase 3W Service Rating 200 Amperes LJ' Service Disconnect: 1 200 cb 5 c5 Meters: I seal I of 1 rrr5 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 INI Ic1cJrJ��Jt, 1 cJ�JtJcJc f�f[J�frl[JcJr�[(a�tcPcJr�c(acJcJr1r�cJrncJrJ�iJrJcJ�fi J� � SDUTyol4 N • �cou I t� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUG PLBG. [ ] FOUNDATION 2ND [ ] iTSATY [ ] FRAMING J STRAPPING [ FI [ ] FIREPLACE & CHIMNEY [ ] FIRE INSPECTION REMARKS: ' 10 DATE INSPECTOR �o��9f souTHD�o rourm TOWN OF SOUTHOLD BUILDING DEPT. 76S-1802 INSPECTION [ ] FOUNDATION i ST [ ) ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING I STRAPPING [ FINAL [ ] FIREPE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS. ' tl st az DATE l� ``�� INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FO ATION 1 ST [ ) ROUGH PLBG. [ OUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ) FIREPLACE & CHIMNEY [ ) FIRE SAFETY INSPECTION REMARKS: DATE ` � �`�� INSPECTOR 30 °7 6 z 765.1802 BUILDING DEPT. INSPECTION ,J FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION ( ] FRAMING ( ] FINAL [ J FIREPLACE &1 CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: f ok DATE / a`—��� ( INSPECTORS .'� STEPHEN ROSSETTI ARCHITECT 7s TURTLE COVE duva SOUTRAMPrON,NY TRLR[HOPM 611-713.9.4 March 17, 2006 Town of Southold Building Department Re: Dickerson Residence Main Road 403 Jacobs Lane PO Box 1179 Southold,N.Y. 11971 Southold,N.Y. 11971 To whom it may concern: The girder for the rear deck shall receive a Simpson CS 16 ga. Strap that shall wrap over the top of the girder and fasten to the side of the girder, nailed with 4- 8d nails. The strap shall then extend do-Am the side of the concrete at each Sonatube and fasten to the side of the concrete with 4 concrete nails. Each joist shall receive a Simpson H3 and fastened with 4- 8d nails to each member. Sincerely, ,* h r A w, 9 .11 �r FIELD INSPECTION REPORT DATE COMMENTS / 1 FOUNDATION (1ST) l �9 ° a v �� 3 i FOUNDATION(2ND) — U z 0 - y ROUGH FRAMING& - PLUMBING H r INSULATION PER N.Y. STATE ENERGY CODE O FINAL ADDITIONAL COMMS TS / 3 d 0 ' Z m z 36, 30 i Ue 3 16 (vcl - ---- - a -� x Y STATE OF NEW YORK DEPARTMENT OF STATE 4 1 STATE STREET ALBANY, NY 1 223 1 -000 1 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 roofs & 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 under which system approval is granted are: I.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 manufacturers 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: 1.1.[Cover sheet which contains information on: -Project location - Design criteria: listing of applicable design loads such as Ground Snow Load, WV✓W.D05.STATE.NY.US • E-MAIL: INFO@DOS.STATE.NY.US r , 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 1.1.3 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 ojNew 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 Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code R ES c heck Software Version 3.5 Release Id Data filename: Untitled.rck PROJECT TITLE: QN-12251/NY COUNTY: Suffolk STATE: New York IDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family I ILATING TYPE: Non-Electric DATE: 09/01/04 DATE OF PLANS: 8,'31/04 PROJECT DESCRIPTION: FUTURE SURROUNDINGS/ DICKERSON 42 DESIGNERiCONTRACTOR: �fi,�tiP�, ypn Js do APEX HOMES, INC. ('J•' " T •�(� 47 US HWY 522N V11DDLEBURG, PA 17842 i Nj• Q-i • Cam • Q . •I� ••• .• ••� �� COMPLIANCE: Passes Maximum UA=290 Your Home UA=261 0 10.0°4, Better Than Code (UA) OCTV l vv Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling l: Flat Ceiling or Scissor Truss 1595 30.0 0.0 56 Wall I: Wood Frame, 16" o.c. 1285 19.0 0.0 63 Window 1: Vinyl Frame:Double Pane with Low-E 138 0.250 35 Dorx I: Solid 22 0.250 6 )oor2: Glass 20 0.320 6 boor 3: Glass 20 0.320 6 Door 4: Glass 40 0.360 14 Floor l: All-Wood Joist/TrU55:Over Unconditioned Space 1595 19.0 0.0 75 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, ,pecif ications, 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 thi�Cod . Huildcr/Designer Date TOWN OF S©UTHOLD 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)765-9502Surve 30�3�� y www.northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined /O ,20_ Contact: Approved ,20,. Mail to: Disapproved a/c Phone: Expiration __,20-4�—. t Inspe al ? QCT 24'2M APPLICATION FOR BUILDING PERMIT Date_/0 • 20 ()v 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.. /� 67.(-A/D G3 1'tiu r a t CJr :�L (Sig of applicant or name,if a corporation) /SD 0a-1Lw-0(LJ pc Sl) i7kacu e/9 74 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises��r, L � rJri rr �r c C[r (As on the tax roll or latest deed) If applicant is a corporation, signature;of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. ether Trade's License No. L Location of land on which propose work will be done: House Number Street flarrilet County Tax Ma No. 1000 Section Block t�N08 N�QI " o�ta 11Iu9 YlIA1tc$ Subdivisi( 70,J L," Filed Map No.-,,, a n+taa,S<INC? W t'3,'-�— (Name) n: 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy VA i A,r- [ A v o b. Intended use and occupancy 3. Nature of work(check which applicable): New Building__,�4— _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_ ,t , , 6. If business, commercial or muted 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 aRerations or additions: Front Rear Depth —Height Number of Stories 8. Dimensions of entire new construction: Front Sri Rear 5 Depth :P 7 Height _,Number of Stories 9. Size of lot: Front---3 0 1 Rear q o t Depth 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-4 13. Will lot be re-graded? YES ?<_NO Will excess fill be removed from premises? YES^NOV 14. Names of Owner of premises_6 k r x t o J Address S VW+-tom.,td Phone No. -7(P57– ay,3,y— Name of Architect Address Phone No Name of Contractor ress )s-b ,,r a-uA v,L..)jgc.Phone No. -iti s--&-7i 7 So.ti nam 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 ) r f tobeing duly sworn,deposes and says that(s)he is the applicant (Name of individual signIng contract)above named, (S)He is the Aoc,,o7` (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 ,day of� 1202 tary Public afore Applicant EYNQA M BONN NOTARY PUBM,8hb Of NW Vbrk TarinNO. 'Suffolk County Expires March 8,20(2' SURVEY OF PROPERTY AT BA YVIEW CONTOUR LINES FROM TCiPOGRAPNIC MAP OF FIVE EF1S'TF_RN 1DWNS TOWN OF SOUTHOLD Lor NUMBERS REFER 7'0 "CLUSTERED SErofF OF DAYTON ,SUFFOLK COUNTY, NY. (ARMS" FILED IN THE SUFFOLK COUNTY CLERKS OFFICE. 1000--88-01-10 JANUASCALRY .' 7,200' JANUARY 7, 200,3 NOV 23, 2004 (STK. HSE.) "Eu 750'+ cv JANUARY 7: 2005 (FNDTN. LOC.) O p p g flECNEQTIIONm f AN 1 2 L,EMURD DRrVB S -� E 1 91 �`hc �� p1 �� 'LEEWARD ACRES AT BAYVIEW' WELL Zen FILE Na 5599 FRED -UE 4, 1971 (NON-POT#E) Q n 1 LOT 28 :� r `; tnwELLIr�;� v I WELL WELL 150'+ 2 I w I II C.P, / C.P, (DWELLING) _ KN O S 59.53'16' E 54 -- - S 62'2840'' E/ 3616' / lil (NON-POTABLE) 3 WELL EL. 15' PRESERVED AREA � AREA=10. 1482 ACRESI N i RESERVED AREA cs A $ N TEST J15'/ i I AREA=1.5446 AC. LOT 2 z ( I w � 3 N 6172, N63t71' � I 3 VIRO'T' CP. ROAR r 1 GYWC. RET. I uBAR (DWELLING) W wAus sEr A V S 6172 �' E or v s I;Izo ' 2 �� W 00 I N� 138b5 N h/, 3 �' N N63171 ^ '20"W `n 10 Z �f a` AR�Z 125.14' W i g COMMON ORI VEWAY FAR LOT 1 8 FRFIDG �o K k LOT 2 4 N SEE N61'55'20'W SET' N 402.78' ser - Z 1 -._-- --- -- ' C°Q' &DG ,5.31 N 3 T25' RIGHT OF WAYjo^ xcu I r (rorAeiE) FR Bt DG • MD C4 III �cf� FR. BLDG '` ? SAf m I 14Ca47' J LOT 1 � 2� w oN �E84b8�. 43115' ICU I `I (nwEutNG> Nx'13'58' W 3 IC. SPATES l S.T. i N/0/F DONALD p o C,P.'S O 3 t O (DWEtLBJG) 0 LP. WELL 158 ' z �+ TEST HOLE DATA cc ELI 15' ZIJhT BA _ BROWN SILTY LOAMOLOF NEW I,O �'plSE' R0,lD yA �1.MErz �r ! am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE FIW TO COARSE SAND SW DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES BR(7WN and will abide by the conditions set forth therein and on the </ permit to construct. R' r''O" s 4961The8 cesspools shown hereon are PALE BROyN F1W - fro location of wells and cessp To MEDILN SAND SP f//C RVEYOR , from field observations and or from data obtained from others. 12B 631) 765-5020 FAX (637) 765-1797 ANY ALTERATION OR ADDITION 70 THIS SURVEY 7S A NOLAIOV — WATER IN PALE BROWN P.O. BOX 909 OF SECTION 7209 OF THE NEW YORK STATE 2- ALL TON LAIN 1230 TRAVELER STREET 02_173 EXCEPT AS PER SECTION 7209-SUBDIN3/ON 2. ALL CERTIFICA,D F TO MED" SAND SP HEREON ARE vALID FOR THIS MAP AND COPIES THEREOF ONLY E F'u�E souTHOLp N. Y. 1SAID 1971 WHOSE POR C�APBE RS HEREON SSED SEAL OF THE SURVEYOR OF PROP RTY_ AT BAYVIEW F TOWN OF SOUTHOLD '- ,T `J�,Ft�Eo k fr suF o�sl - J SUFFOLK COUNTY, N. Y 1000 -88- 01-10 HEALTH DEPT. REFERENCE NU'V5E R10-C4 -�?1 SCALE. 7.200 JANJaRY" 7, 200 00 NOc. 23. 2004 (S 7K. H'= JANuaP.r 7. 2005 (FNOrn. LOC ; c-' ✓UNr 29. -2005 (FIN.A;_ -2! ( G �_ vrr�� 6d- I8. 2005 Uina• � '- a LEE9'DRIYE 2g• E 1gEi19` F� a � R �' sEP17C EASURcbatNTS � � v , o A 31 ' 49� �Be � A g 43 5 5 7 �d " C 47 33-5 o ✓p � GC. Ti" € 2 (EDWARD ACRES AT 2AYVTE✓' , V'CL, t Q FILE NO 5599 FILED JLNE 4, 1971 Ln ----' LOT 28 _ n ° 1 U ..__-•-..�- P LIN.) Ll !✓ELL _ . _ z Lu 1 4 CP (DVELLR6) f� S 59'53'10' E 54501XN S 6228'40' E m 3616 ' 3 ti % z � Z } � _c «. 6F a )s' PRESERI/EO AREA I 1rJ G AREA-1 G. 1482 ACRES 1.- 11 / t I RESERVED AREA i ca n Z '(H9_Eo �`J�5 /11 COT 2 AREA-1.5446 AC- 2 J j W N 6122'00' V / N63'01'20'W 140.00' J �1 VQ1 IN^.10� V.4 'BAR ry CoNr RE, REBAR I. llltLTn() W 7 s07 *AUS ISJer N U S 61-2e'00' E 138.65' V- cv / 1e' ` - z t 54.3 2 '¢ `' N63101'20'W l esAR�Z 125.14' IF LU CP COMMON DRI VE11AY FOR LOT f ; o f rA u t a _ ti H & LOT 2 :q < RCBAR R_ N61^554D2.78' � Fa. �, or T.1 20. OOQO BLDG. 153 p i z Z ! W o N , c- - —-2E 25' RIGHT OF WAY ou RCTA3__ �� �p Kj FR BLDG Ll N L _ _ _ n v BARN - 14G47 ' 1 LOT l �^ E`` w _ 1628ab8 'ELL H acs �— W w D 'ELLING> Z W im\ u l 43115 ' S i N 65.13'50' C. SPATES `e 0 o N!O!F DCNAI D ` CP.'S O .,� i L '.'ELL 150 nj TEST HOLE DATA C aAn-rer La Roy.D _ _ farTtiliar with the STAnO r05 FOR oFLaE`N YDRk CONSTPUCTIO,'1 -OF 5!ICS1f ".= �` Gr ^ EY__ �� aE7ZGF =OSAL SYSTEM'S FO-c? �Q r�• R �t Will ObiCle b}' 1hE cOn Q'"On.S -cvi LOrIh +I'E '�� ��'� to construct- — — _ $a - 7:: _ iOCQticn O/ KE"S Ono Gc55r O:.' y �FiG rl f%Bld O.SP'vOi � i<RA770.•: OF. ADDi nOt: 70 ,HIS S'- c , 15 A . . AII </�, �•4 -,EcnoN 7209 OF THE NEW YO?t, S1AT< E(1LCLT/V ' i.QC R= PT AS PEP, SEC770N 7209-SUODrt9Si0 2 ALL CLrr R"CA 770!;5 L-J TO FCDILV IF ON' ARE' VALID FOR THIS MAP AND CO?IES THEREOF O/SJL� 'E1'OR MAP OR COPIES BEAR THE /NPRESSED SEAL OF THE U 1- SE SICNA TURF APPEARS HEREON. CONTOUR LINES FROM TOPOGRAPHIC MAP OF FIVE ASTERN TOWNS SURVEY OF PROPERTY LOT NUMBERS REFER TO "CLUSTERED SETOFF OF DAYTON AT BAYVIEW FARMS" FILED IN THE SUFFOLK COUNTY CLERKS OFFICE AS ,NAP NO. /O�C aV /,//q/02 TOWN OF SOUTHOLD -SUFFOLK COUNTY, N. Y.] 1000-88-01-10 �pd�� SCALE.` 1'=100' 1,0 JANUARY 7, 2004 ..`J ppd, �l�l AQP OP ie% � o�y�� LBE1►A _ P4 & AREA QT___- ���t,5� I?D 1)RWjr • E 18019" 7 S --- 68'x' 2� � 0 A C,4 CID WELL. i Q; 'LEEWARD ACRES AT Bq FILE Na 5599 FILED _"C 4, 1971 WELL \ (NON-POT�kE) �n LOT 28 ~ lr1 J , W WELL (DWELLDAG) WELL 150' / 2 0 C.P. (DWELL IhG) � I �P S 59'53'16' E l 54 ---- / S 62'28'46' E/ 36.16 ' % W (NON-POTABLE) \� WELL EL. 15' Z �5 1 PRESERVED AREA f q AREA=10. 1482 ACRES ¢ � 3 cV r TE % l Z Hq_E o �� i �I 3 u N 1.22' LOT 2 6 9 $ _ I J „� Y41L LN(M4M C P Q I DwrutnG> W / N63171"20"W S 61'22'99' E i 140.00' 138.65' 4 A �A:1.5446 AC. ; .y / q l JO pb' }x- (p CU W 3I Vj � N63O1"20"W — 1e L 125.14' — $ COMMON ORIWWAY FOR LOT 1 ff 00 $� FR BLIP \ —� / N & LOT 2 N / "� I. ' I — _ 15' cu N61'55'20'W 25' RIGHT OF Wil Y, gam ' coax N z J —20, MEL? �' •ALL V)" FR BCD C)• < I ^ I (POTABLE) N 4 LOT 1 as.a eAPr + Z L _14&_4 — m (DWELLING) WELL 2 gt 5 _;_ :9 4.68'�� 146477 M I _ N 65'13'50' W -ar 431.15' I Eu CP 'SAO N/0/F Da44LD C. SPATES 0Cp WELL 150'* yalN BA Rct TEST HOLE DATA 2 8i, EL. 15' �+11I BROWN SILTY LOAM OL W I am familiar with the STANDARDS FOR APPROVAL _ _ 4 AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES ff=MONUMENT and will abide by the conditions set forth therein and on the BROWN FINE TO COARSE SAND SW - IPE permit to construct. PF NEW ThyO e location Of wells and cesspools shown hereon are a" c� I. Merr^ ?,f from field observations and or from data obtained from others. PALE BROWN FINE °/ Fo ANY AL7ERA77ON OR ADDITION TO THIS SURVEY IS A NOLATON TO MEDIUM SAND SP LIC. NO. 49618 OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. — — 12A' f NIC tIYO C. EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS (�,3 76��4� F (631) 765- 1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONL 1' IF WATER IN PALE BROWN P �, ��;- •� SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SUPVEYOR FIDE TO MEDIUM SAND SP 12 a .V� i ET *HOSE SIGNATURE APPEARS HEREON. 17' SOU �AQAD � 71 02-173 1 n n a s STATE OF NEW YORK DEPARTMENT OF STATE 41 STATE STREET ALBANY, NY 1 223 1-0001 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 aro limited to installation on sites meeting the following criteria: 1. The Seismic Design Category as determined by geographic location and soil Site Class ie limited as follows: Seismic Design Category A,B,C for Detached Ono-and Two-Family Dwellings. 2. Calculations for snow drifting on lower roofs&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 trader which system approval is granted are: LThe 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 manufacturers 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: 1.1.lCover sheet which contains information on: -Project location - Design criteria: listing of applicable design loads such as Ground Snow Load, WWW,OOS.STATE.NY.US • E-MAIL: INFO@DOS.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 1.1.3 Floor pians 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 oJNew 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 fora building permit and he deemed a duplicate original. G George E.Clark,Jr. Director Division of Code Enforcement and Administration enclosure cc: PFS Corporation 02-074CAL.wpd I 2 6 RANCH VBI-LEVEL T-RANCH T-SPLIT LEVEL A-1 L-RANCH SPLIT LEVEL mvc. 3.0 mvG. 3.1) (DWG, 3.0 <wc a (DWG. 3.0 CAPE (DWG. 3U . 3 4 5 (DWG. 3.2) i TWO STORY TWO FAMILY RANCH TWO FAMILY $]-LEVEL SINGLE STORY/TWO FAMILY (OFFSET) DWG32) (DWG. 3.1) (DVc. TI TWO STORY/TWO FAMILY (DWG. 3.0 TWO STORY/TWO FAMILY (OFFSET) TWO STORY/TWO FAMILY . (DVG. 3.2) TBWc. an (DWG. 3.2) CAPE w/ SHED DORMER DVc. DRAWING INDEX DESIGN BASIS 3.2)O PG d DESCRIPTION 7 8 Al COVER SHEET TRUSSES Al.l-1.3 ELEVATIONS 16' OC, - 60 PSF TOP CHORD LIVE LOAD AIA FLOOR PLANS 10 PSF TOP CHORD DEAD LOAD TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGEMENT, A1.5 ELECTRICAL PLANS 15 PSF BOTTOM CHORD LIVE LOAD THESE PLANS (AND SPECIFICATIONS) ARE IN COMPLIANCE WITH THE AI.6 FOUNDATION 75 PSF BOTTOM CHORD DEAD LOAD ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE, A2 TYPICAL ELEVATIONS 24. O[. - 40 PSF TOP CHORD LIVE LOAD 2002 EDITION AND CONFORMANCE TO GENERAL PROVISIONS OF CHAPTER 5, A3 TYPICAL ELEVATIONS 6.7 PSF TOP CHORD DEAD LOAD SECTIONS 502, 503, 504, AND 505. A4 OPTIONAL ELEVATIONS !0 PSF BOTTOM CHORD LIVE LOAD A5 FLOOR PLAN MASTER s PSF BOTTOM CHORD DEAD LOAD 3-BOX WIDE RANCH 3-BOX WIDE TWO STORY - A6 FLOOR PLAN MASTER RAFTERS: (OWG. 3.0 (DVG. W A7 FLOOR PLAN MASTER 40/45, 60/65, 6 80/85 G.S.L. (WORST CASE) AB TYPICAL BATHROOMS 10 PSP = DEAD LOAD A9 TYPICAL KITCHENS CEILING JOISTS (STORAGE): "SPACE RESERVED FOR THE NEW YORK STATE STAMP OF APPROVAL" ATYPICAL KITCHENS 20 PSF = LIVE LOAD / A17ll MASTER ELECTRICAL PLAN AI2 MASTER ELECTRICAL PLAN 10 PSF OR ACTUAL WEIGHT = DEAD LOAD 7AT PEAK OF / 7 A73 TYPICAL HEATING AND ELECTRICAL FLOORS (NON-SLEEPING AREA)' (#247 ]� j-7 T> PE'RFE'CTION OF Al4.I HVAC SHEE40 PSF = LIVE LOAD l/-�l//1 ,1�"A14,2 HVAC SHEET 10 PSF OR ACTUAL WEIGHT = DEAD LOADHO ��j ���A14.3 HVAC SHEET A14A HVAC SHEET FLOORS (SLEEPING AREA):A16 TYPICAL FOUNDATIONS 30 PSF = LIVE LOAD dJA76 TYPICAL FOUNDATIONS 10 PSF OR ACTUAL WEIGHT = DEAD LOAD US HIGHWAY 522 N, MIDDLEBURC, PA 178¢2 A17 TYPICAL CROSS SECTIONS WIND LOAD: (570) 837-2333 A18 TYPICAL CROSS SECTIONS AS PER ASCE 7-96 m A19 DELETED SEE CALCULATIONS MANUAL APPENDIX 'C A20 DELETED UPLIFT: 0�T A21 DELETED PS PER ASCE 7-98 Ate- DELETED Manufacturers No. M 1 168 SEE CALCULATIONS MANUAL APPENDIX 'C' 6A24- A23 CONTEMPORARY CROSS SECTION o DELETED UNBALANCED SNOW FACTOR A26 : FIELD INSPECTION NOTE �� •♦ A26 DELETED IS ALL CASES ,� ✓/, A27 DELETEDqq_v_D A28 ROOF SYSTEMS •I�` WIND SPEED: THE LOCAL BUILDING LODE ENFORCEMENT OFFICER SHALL APPROVE hP AS PER ASCE 7-98 SITE REQUIRED FIELD BUILT WALLS BETWEEN DWELLINGS, N, A28.1 DELETED COMPLETION OF FIRE RATED ASSEMBLIES ABOVE CEILINGS S UNDER • • lALLIJIWT ♦�A go SECOND AND 120 MPH AT 3 SENp GUST � � ♦ � A29 DELETED FLOORS, HANDRAILS FIELD INSTALLED & ALL WORK DONE ON-SITE +4E� �^^ A30 DELETED 0 A31 DELETED •NKER. MInO iAe Tc� A32 DELETED DESIGN CRITERIA GENERAL NOTES NEW YORK STATE •Y A33 TYPICAL FRAMING DETAILS • IQ_4 TYPICAL SECTIONS AND DETAILS CONSTRUCTION TYPE: VB CODE CONFORMANCE- op Oko ♦.;0�,� A35 TYPICAL SECTIONS AND DETAILS THE ENCLOSED PLANS AND SPECIFICATIONS ARE THE PROPERTY OF APEX HOMES, INC. THE METHODS 1 A36 DELETED USE GROUP: R-3 OF CONSTRUCTION DETAILED WITHIN SMALL BE KEPT CONFIDENTIAL- ANY UNAUTHORIZED USE OF THESE THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE • DRAWINGS VI TROUT THE CONSENT OF APEX HOMES. INC. IS PROHIBITED. A36.1 TYPICAL SECTIONS AND DETAILS THE RESIDENTIAL COOS OF NEW YORK STATE �'019#001 ! a*� OCCUPANT APEX NAMES, INC WILL O CONSIDERED AS A 'SCONTRA TOR' R' IN ALL B, TING PROJECTS, -4-37 DELETED SUPPLYING A BUILDING COMPONENT ip A 'GENERAL CONTRACTOR' OR 'BUILDER', THE BUILDING NS #0 2004 A38 TYPICAL FLOOR / CEILING FRAMING ONE AND TWO FAMILY DWELLINGS ENCLOSED ARE FOR DESCRIBING AND DETAILING THE PROPER USE O OUR MANUFACTURED UND BUILDING NOTES OCT o MODULEAND ITS CONSTRUCTION, COMPLETE PROJECT BUILDING DESIGN (E SITE, FOUNDATION, DECK, A39 WALL SYSTEMS 'O PER[TE'' O ETC J SHALL BE BY THE 'GENERAL CONTRACTOR' ALL NOTES PERTAINING TO 'IN FIELD' 1, THESE PLANS REFLECT TYPICAL DIMENSIONS, LUMBER GRADES, A40 WALL SYSTEM$ 'DN-SITE', OR 'BT BUILDER" TER" SHALL BE THE RESPONSIBILITY ITY OF THE "GENERAL CONTRACTOR'. SPECIES AND SIZES ONLY. REFER TO INDIVIDUAL PLANS AND THESE OR MUST NOT BE SCALED FOR DIMENSIONAL REFERENCE. ALL DIMENSION LINES AND CAL CULPiDN$ MANUAL SHOULD BE CONSULTED T. £H6 PFAA'OF A41 DELETED ND TES $24 V[DE ANY SUCH REFERENCES. �pE y FLRFFCT/OM A42 DELETED ALL N' WIDE MOTELS ACTUAL DIMENSION FROM THE OUTSIDE FACE OF WALL FRAMING IS 23'-B". 2 FACTORY BUILT PORTIONS ONLY. �l HOUSE T❑ BE ERECTED AT ANp ALL 2B' VIDE MODELS PC TUAL OINENSION FRUM LHE OUTSIDE FACE O WALL FRAMING IS U'-6' A43 DELETED AND ALL 3Z' WIDE MODELS ACTUAL DInENS 1ON FROM THE OUTSIDE FACE OF WALL FRAMING IS 31'-6' II RIFAY 5s [NL. A44 INSULATION VALUES SOUTHUL D, NY. SUFFOLK COUNTY THE THIRD PARTY AGENCY SMALL BE PFS CORPORATION. LABELS SHALL BE LOCATED AS FOLLOWS- 3- INDIVIDUAL (DISCRETE) MODEL PLANS DERIVED v> BJ 0)8i7X JPP A.FAX 837-029, PA )>e4P (Si0) d9>-ZJdJ £AZ dJ]-OP90 A45 INSULATION VALUES 45 1_11. $NOW ZONE STATE INSIGNIA, DATA AND THIRD PARTY LABELS SHALL BE MOUNTED ON WALL BELOW KITCHEN SINK. FROM THE SYSTEM AND SUBMITTED TO LOCAL CODE ENFORCEMENT OFFICIAL IN CONNECTION COVER SHEET - IRC A46 TYPICAL PLUMBING SCHEMATICS AND NOTES L20 MPH. WIND ZONE (3-$E[. GUST) WITH BUILDING PERMIT APPLICATION SHALL BE A47 WINDOW AND DOOR SCHEDULE 26 PSF. WIND LOAD ACCOMPANIED BY A MECcheck REPORT BY DATE d[v. we Pa A48 HIGH WIND SEISMIC DESIGN CATEGORY - B SNOW LOADING PER INDIVIDUAL SUBMITTAL SHALL BE LOCATED ON FLOOR PLAN (INCLUDING THE INSPECTION CHECKLIST) BSL/DRP 18 JAN 0 Al G [ aTODML 0.PPm S pr{myt pJKSy VTOy,I pprp AT L 0.A 'SPADE RESERVED FOR TIE NEW TURK STATE STAMP OF MPRP/K' • RE m I@PO OVOI 1®LLLt f WLI OR IYMCR CbOI GIIL OI NV1[D 161101 WIL G MPTm fLO� L]/Y(10O m 1[/1lOMD f es/leomc m 1!/)eoND T ® fsAHlmo m u/IL(xw ea/leww m Ivbauf) ) THES .D � S� OPTIONAL Slam MITE f� TWf(EV CL MY a(IOML MP 1LR R DII� VIIDMI MP IIS ; ,rlC RO(ATCf 9P / 6L 3 ¢S ♦ 46 p 4 00 4 q vv t M A A fla F t LADE LEVEL LJi b 1 • f 1 1 41 ♦ MT LD R[VOum 6 t R RANCHb SPLIT LEVEL WEE Pil'SYl 4De'C➢ ] RRObL LLDfF1 (RE IoM.IMI.tlR 0 VL1LY GLtf 011 H 3 IDIIQ 9 LYIl00P IbIfOM9 esne•MR m Irneawo �00 vTmr.w m f� Esneoee CAN m�'f°"'° r------------ T e eyif�uf°MRmefp�gl Ani f4y OI(IibL N.IIpQ �� ATT N TNN 0((.Wlg 1 w V I W ua wM.uaa o W Vrm i i `------------- ' y ai 3 1 tss ♦ I � T I p 1 ------- 130 1 twWti j I j 1 • �` I N ( ( 1 I i f ♦ i L t � �� ' 1 BI-LEVEL 4 a NOTES, L------------- 1. ___ - _L SI➢1NG SHOWN IS 4} OTHER SIDING 1S AVAILABLE) OPTIONAL VINYL- PERFECTION )� I SHINGLES, HALF-ROUND SHINGLES, RANDOM HAND-SPLIT SHAKES 2. EXTERIOR LIGHT(OR LIGHTS) TO BE SHIPPED LOOSE FOR ON-S17E INSTALLATION BY BUILDER TO PRE-VIRED BOX OR PIG-TAIL(PULLVIRE) (I REQUIRED PER DOM) ` 1 -----------------� a �1 3. SIDING FOR ENDS AND BOTTOM ROW IS SHIPPED LOOSE FOR DN-SIZE • f I `L___ INSTALLATION BY BUILDER TWO STORY OR TWO STORY DUPLEX a T��Cp At��, 4, HANDRAILS, STUB'S, STAIRS, GUTTERS, IN ACCORDANCE AND SPLASH BLOCKS ARE FLL LEO AND INSTALLED N BUILDER 1N ALLdRD ITCE VITH STATE L LOCAL CODES S ,w� • • •/y �+ S ALL ELEVATIONS ARE SHOWN E ROOFS A 5/12 ROOF PITCH. SEE ROOF SYSTEMS PTIDot caro s • PA/B-T DETgITE FOR OTHER AVAILABLE REEFS AARf v IaPEf cwu mrMf S. ARE SHUTTERS, SON ALL MODELS 7. V]NWV PANELS, FYPQN PRODUCTS, AND VENTS WINoO m WIf•M)0 S,? mO,psss�•A w f awl[ /l: AIBPRT - T. STORM MAIN REWIRED VHEN ONE ROOF PITCHES TOWARD ANOTHER aTR Ia (ON-SITE BY BUILDER) B.= Yom+ B. BASEMENT WINDOWS ARE OPTIONAL FOR ON-SITE INSTALLATION BY BUILDER WITH MINIMAL SIZE REQUIREMENTS AS PER SECTION R31D a THE RESIDENTIAL CODE OF NEW YORK STATE. SILL MY N13T BE MORE THAN M' A.F.F. • • 9. ROOFS DESIGNED AT 40/45, 60/65 OR 80/05 PSP LIVE LOAD AS PER LOCATION OF HONE >O • , REFER 70 THE RESIDENTIAL CODE OF NEW YORK STATE FIGURE R301.2(5) lop 10. ARE OPTIONAL, SIZES,TYPESRAND ACCORDING I�MY VARY EACHINDIVIDUAL �WINDOW SCHEDULE 11. MLLES i9�• •a •• ,�, 11 MASON-SITE BY BUIER OR OTHER FOUNDATION FACING FURNISHED INSTALLED • ,��,. ,• 1��� l2 TERMINATION HEIGHT OF METAL CHIMNEYS VILL BE AT A MIN. 3-0' ABOVE THE OO 1313 11111 JJA A-A HIGHEST POINT MERE THEY PASS THROUGH THE ROOF LINE AND A MIN or 2'-P } HIGHER THAN ANY PORTION ON A BUILDING WITHIN 10-0' (CHIMNEYS TO BE INSTALLED ON-SITE BY BUILDER) D 13. IN ATTIC L ENCLOSED RAFTER SPACES, THE MINIMUM VENTILATING AREA SHALL BE 1/150 OF THE AREA OF SPACE VENTILATED, EXCEPT IT MAY BE REDUCED TO 1/300 / n�V 1117 PVr O/ IF AT LEAST 50% OF THE REWIRED VENTILATING AREA 1S PROVIDED BY VENTS r - AT LEAST 3'-0' ABOVE CAVE OR C13RNICE VENTS WITH THE BALANCE OF REWIRED p ■��Y�r VENTILA7ION PROVIDED BY EAVE OR CORNICE VENTS um 14. WHEN A TVO STORY WIT IS ADJACENT1lOfOlJA INC. TO A SINGLE STORY MIT (Le. TWO STORY 2/7 VS 8►Y 822N, YIDDL2BVRC, PI 178@ MODEL WITH ATTACHED GARAGE) TIME SPACING OF THE TRUSS/RAFTERS OF THE SINGLE STORY MIT SHALL BE SPACED AT 12' O.C. WHERE THE TWO UNITS MEET, EXTENDING (670)-837-9333 /II 837-02" AWAY FROM THE TWO STORY MIT 10'-0'15. EXTERIOR GFI WEATHER PkESEE STATE CODE FOR i ♦ 1 f 1 16, ELEVATIONS SHOWN ARELRIGHT SIDE, LEFT SIDE ELEVATIONS ARE SIMIILARION REQUIREMENT DUP EX TYPICAL ELEVATIONS — IRC 17. PATIO DOORS ARE STANDARD ACCORDING TO FLUOR PLAN) SEE DOOR SCHEDULE Bn MTu RM LVR b 18. ALL DRAIN AND VASTE VENTS SHALL TERMINATE A MIN, Or 12' ABOVE THE ROOF bfAM AS fAlE1t Atm AVALLARL b ntiDvn,xmE LLVR.AND 7VD STINN IIRSli B$ JAN 07 A? 19. ALL DOOR TYPES SHOWN ME OPTIONAL RSL/DRP INS + 'AKS 9Cs rpt TIE KV >px SAIL STN W MPRWK' ! mea ! ] tl f____________l y a I 1 q 1 11 I i 1 I 1 ¢ ' I 4 1 I I mwo S Y a \ 1 q aK wmwc . 1 REAR ELEV WIMI[W.Z M alpR. M Llpt{aVLO.pl . 1 , {MC VITN!LLl a10 L•EJ BI—LEVEL RANCH/DUPLEX YA'�1L 1Elplli Val lrWlllC UK pJ[6•.N4t NP Wira ® ] � > orrrlmis m s slsno I17� Nm aacTKlca ornTc n vm.aol ^�'�`� 16e Q Y-Y SMG ICmlf a1MLL aPOm pl KTWL 1� l.1fLI wm vel Imm[,ArTv m sTnnl owl nc w,n.ru.uat vml•!lLwl.'Klvao Tausalp ap>Harz• awu Im ora+rs'1 y PTOYI 0.A•Ll �fID,E 4p•f) e fJJLL R 1�lp m•EY !WI!Q I0T[I mYp ` zanaomo m Ixncorn , zvI>omo m une•wo , , a > TMS 1[vn myREAR ELEV :I AM a.' nc �`i INIOI-a-uw-alRbl •.r-ossa vpc Isrls ii q 11 u Y wGIwIG II 11 q 11 11 ] a 11 11 q , u 9 . 6L II F i n I 1 11 I 1 II � e e i tl va:csmrc II F 1 I A 11 1 I II I I Y-r IWI. II i' • n SPLIT LEVEL TWO STORY OR TWO STORY DUPLEX ❑ (J �'����rl w*ro«c Hero a vrmw_aa� (�'j'AX�,�y� •j eL ooa TO WV + 9 i amu m•loulzmurNp1 o-uw�i"a Il b rnuol Q p ,♦� RSR ' ���' vraarl ao� � • , • ♦ 4 PAU.7HNNY80N ,r �I* ALMT 100 ] ° a REAR ELE, Q'; •.� OVI IlW � • � s Y 3 a ,,� of• �, D D OCT 7 200'r D D D D JLKIIY ®./IP_�_�.�' 607_ JNC._ 1 , 1•> mJ'ffl-l.1L CPN 1>!If 3 BOX WIDE UNITS r� e ' w TYPICAL ELEVATIONS — IRC 3 BOX WIDE UNITS .>EL•K�aero�v z ulap Isms a4.amo Ttl¢TI.x m lila alnoo a lun- �� —�Isms,vnmmrs,ap,n sn am1B JAN 03 sn„ sue Io Imps•Im IEmis vnl Z aL-Itluro m rm11 a a[M a uErs� OSL/DNP - A3 MTE IEv YpO( STATE STAIDa VY1Elm VlmYl➢[.110 RTOW res x Zemrs E v.mws mn.a w mu wr non OPTIONAL PORCH ROOF vowEaIDm a m.m 1•-Y 101-N-I'INIL vTmn� m urwtml Iar vier rms d-mc n am.ua—� L4 K FIDS SP T=WALL �x3>DI•IWI ON YO[aLT 1 OPTIONAL CARPORT li CAPE ROOF ELEVATION4'— FacTIMRT y Rl ab ASID�r To nnmwTc aPAutml ID �mML 1 L____ xoF G __________ >s suv.c Ta rwo ms.a 6[VATma 1 L_____________-_-___________ 1 1 1 I 1 1 I v t . vomovsamoa A vTnw • PA1L78t8iY70N ✓ 10 OPTIONAL WINGED GABLE �PAID°m" ALM" • .I ms.w v.mWt m.m vT. m.n uvc w.r 9O1^' ��vwu �I �• • �� x mumu oil soft DCT 07 200 xnd c uaw Im�E To x uan d uE rAmc vws vKll v�K Fwac Atxlm�u Ax 16T] y ap - XYK]fa. ❑PTIONAL GARAGE ffo&lrs INC. wfr wAa d e sTm wm umra. J17 M m MAX Jmmll M PA nws ovw�c a wr A wn v Tlm AR& (ml It/-laM/II.d-OW I uvc Hr x aano I w m OPTIONAL ELEVATIONS - IRC OPTIONAL DORMER L T��`.w N T A T Io� M. BSL/DRP iB JAN 03 A4 IpL 1 ML lElw!! i[TMAIId VILL d lIK) V M.T MLLTw [NWT[GIUt Y 'SPAZ KtPkVm M TIC Nl YWW AM STATE CTW APPRDVK• 11-1 l➢S ILIIA 61V.W.YnlV.1Y.Y K __-- I 1 I I DC 1@Y.lt IMY C C7 ,�Tr1 TqS LNR MY C Fy�-nus rill Na..m [CfDm RIDI m�. iLAI EWiT rt➢IYI Mx I ll IDYN!@NGTIDi Vlil TVO STaY L111722 WTn13111 lDT lL0 6EV rT TNCI 4'V >'y' TMY 4'-0' W m W W-Y TMU 4'-Y FUTU� MY C IJCIIIfML WOI- pyIVR-CWIL-SMC IMY C A®TTIDIML w MY ME 1®LILt ['-0' TIMI 4•y, AnKlp ICOIB .Wa IN'-W TIMI w-r W]n la+.ns-Tv a LS- rw liar -IIRnCi AnApp CNA¢swu K mIl[Tnr � faIM1C0 rM M A1Nmli xip®I �O hµ XLII LLVCIS-1T a L'i-TIAL tTaY- [VL[IDS WAS HY M ATTn MG T MGK W vo6ovf IMr x o1aTTn a V!MnM xMA AIfIID MCI! y m KTCNMTc MTN uTrNrfma u1w r0 y y O OO Arz QaTiTCA O ------------------ WAIa m K I ImOIM Afar GARA¢ IA,,a W r r- MI. i W 1 TV MIN Y-d MN' -T I S! r< MIM T XI 1;;;W-IT 1 tZ�U I I ! • ¢D O > HIM./.IT QD 0 WT.GTI@IL(ZL IIT.GM1fK(1L I I LIZu N MI y I I Y 1 x 11 ZKW I I F Cv®I 1EIUMR G 1 I W O �V } I 1 CONIDI M BEDROOM Y2 IATH l!M ]L StillSTaKi I I i aT.GIIDIAI RL TNS OMY i i p 71my�m SLAtnp1\\ a l l ^ ^ O S]= nALWVAT I IOTCMEN DINING UYN II t Sl WY O n 1' 11 =a A Alw i I1 / I ]1 CCCCCCCC�N `` ID �•'F_C=---___ _ CuiM®iom II Ines' �6vp6Eq� 1 r ` • THIS;V f T K CMnO I I 11 I�TJ �l i aTII fM� Nm d r —zlm Y I I 1 1 P ANL Iva] '�` ara-N-6.I_� m.nAm d i : �`. i t II i L{ II tl➢ �� VI.V/il pI _ _1AY.[ --I' WRo y j ii ❑" �, It } i i imams A O `� 11 pqqp I r----i LMNGR"Ri j a Z D II n u 11 tfffl 1� GVO[l 11 4,yW0 ILL i!�>l� BE➢Rppll AI {g Y REDRDM 1J 1i D tr Gr I1 I q lAIMr 1101 ywy$=1W1 M I4-� `"•4-� E � II EE 1 1 tJw� F 11 1 I->laT.Vq+-W uLl¢T LfGTaa II __J�___J 4 I I ZNh- I �> VMTY/BVYYfi 1 fR. G [LL 11 1 J6 Q 1 1 1 I 11 ELIDV/.x 0" `) m SLµ ISAS NCYIDIG�A 1111 r qq 1p{[yp CNINT 1 1 N Q LI i I I 1 1 11 4D 11 I'!p x I M Y-V KIN. 1 ' Y MIM 1 y1[]Jpp I w �yrrrrr _______________y I ti. OM1Gq s oVpIVYG ^y CL. O O WD ATE O I O O I y�_{_ 1 =awy>1 LICATIIM IIT.T9Y]I 01113" 4 q i Y( J Z o 0 2 MASTER FLOOR PLAN L____________________________________ n A .LLL Ilnrv.M MD AV v61 x W i16M I_ V-Y IMIL q1l 1 HL TOiWT TNIS YMVWG NMI C AVAILA IA COICST , [[-L W S iN 4118 W LYD TWf ILAN MY ME NEVai6 W CITIQ ®CCT01 �� , p PMT.a W SR CMSYKTI L M OMIC r=1 W APrIILWi Wl IT lA-g LME NUQ d nKlNX WAx IM t6 n.MM FUSNY NCA VnN IN Ipl MICNI01 ,, �\( •'•'�, ICl1IIDTIK nlf)C01 DI AIIY nARfW 11VYl4.IYpE ]➢GII6 W CITSJG.IICI , hI MI.IGroc srncE MILL]C%m rt.IOL vrM A>rt.AI AA,MjM W AM'mKmd 'IDI WKC VITM LLII TLMN W R Ipt[pNSU TwM14 IM m R.NM /•\ PAU.T@INyg[yY ♦�� r •ICS THINK r 6 Im tlYllp TTIVANx %m n,la : d/• AEBUT �� �® ]VTImd AIIu w MAKTAYL PA IN Lrvuc, Iaw4 mmc A mcmix N flmnc .•4 LA M.!P[ W14 LMl1 C fY 6 ILMI NC.I Ia IMIWAL LID11 VITM cf aOOL ca /yKill MTLD IYDIL TTI. M4a1NAll IIII6 VSYTpAT01"A"'A MnRCIK LIGHT\Y[YI MY C 16CI ADYIl11W IT MRlf M f®C Y.I • 1. SAINT a n[li NEW 1NW 13I R10t nVll MMK A MIaIAAJL a NAILING lNWllL A TK MSK 2 ANG W(YI13PR01 YNlt n IPI `film TM$LOVM T ♦ •� AO IT)1K STAII p d AT UKST III f11L I.YIIN SINES Y[Ra TICM MILI. d y4Vllp a O It KWI d 111111 S1AS W STAIM S E.pIp11G SMNy NNA 1 TK IAYMT USATID1 A IOW pIINNf( ®. SN' L TW C1lWM W IWMIAIIS NO MILIIGS nMLL CMS L�1W.N SG' Ifl!IaC T1M11 1K5!m1 WALl C Sf1IN A IVIG IYIC Oml Nn IOVC A%•Xx VWIN V,1 WIN KId!AU[M rLWA a iCAp LLYCL d STAIN 1616. 1K KIdT SMLt C L MI1TTAl!WNY W LNYIG, A OCN MINING W Md p1P11C.NO C TM1 W/Q ^♦ ILWSRII ENTRY ICASICp VI6 Y Atl/C TK KIM!NY Sl 1 mw W A®TCY m IAMIT�I M fMaWx.T INCE lv I m IQML(PEII � .p♦ r;;0a] MIIDGILf NO 11ROrtIK YALl2 iwLL MIII C lltt TMW 1 ITKSATE).Kt LAfO.MTA/41t L tTAm lA1Cl pMll x lQJiIU YmFl TK mnCJl CImm1 � •� 1 �s AMvmm merit aNi NSTINID Y mvL�L.AvAImwWMOCT 7 1 1 1 1 •xro m x IIMa m[YInm1 F11 x WTYOL rgallLTi pyy C 06'fIL1D NmIDp m M WNfAtll@'i iNC>IICTD6 NO MINA CY-1111,NO tNNl[06AW M YCf W[I91Cw101 AIMI IV/1lAL'IICWf b610CI106 LL rImLA[Q IIMl IMK MR.'®6 ER nlRrxfi pRiR Mm [OOSTOI IL VS VAIs IGTfti nMLL IpS C LWAIID W Cx[Oli n INRID�G�MDIp)M W�LTCIiK IIFWR WAN]C AMIDVO K M !BW/lA!Y IA Nfff fA'p616T WLy C W A ClA6'A'.T 9 Mip6K / /lfI1SnGI n ru rTNnLArrt p♦a]x llDvleo vIM TIE64L vm AVIvt py 4•NIG•a c6ML uI1nAT61 f.Nm iKu x]I6TNan d NL Irk V,MLLS ( LI71VI TS INC n.Au KATIYG aOryCME.Ulla TIMY Il[R.lAC1440 a MTNMO: MK'IMO _ PEIKArla,swt]K MfKlfl NfL1E n MImm II!la�)"EI!-��-IJM� M QR!ICROO U�MA :MSS THEY V li Vt .Imlf Af i a Af MY rvacva orrRr K¢ssrn nom:-mNr Wur IEVR sIATM 1%ml iIIQ pQM Y(MW CYmMf TKr MY K ow®At t1MG Af Ml' FLOOR PLAN MASTER — IRC WT1pML MICµ pTNT � 9QllNIT ICCT IMmAfIL WAQ xI110CMOSit. fY, Wm, ANi wa LG A5 BSL/DRP TO JAN 03 'SPACE RESERVED FOR THE NEW YORK STATE STAID OF APPROVAL' by ql u'-P M% wIIIOIf 0 W.N PIQ w' n®tffiE�crr n rn YI»a\snatll ru Irl uII31 1Y Dm nRf RY¢ IQ\l Yml 11V0p.nNIRpIm 1 MV m () Uri.Ill1 Qf 1 KNV VMl Ml \._Y. W-{•MOI Y'K•MY 1 m �T~S u•M I0[ O RIf OK C Y_ K OL InOI 1pf lI MLI Mt fY q r aRAc laltl Y.TY n p I(7 F0 m p - m Ilei r,ru e.r 1 row c9 R91 q aoml w aw aolual a � m otl IU.O>\651.OM6 Q tl00al OQI M nl Yf16d a6!Ilml © "TInQI N MIOIK V p� 6l OQT,I61 q ILlO.1[mea uwn � La nMLL I V\Tale 4 � ii vm rlmOc a d ^�'•• a0s mm >s asra>ml am w ry r wo6on ED art TSt p y p q rTmnTc olr9a um9a vm LP 161\L61 AINAYL Y p Mllml 61 MTmK ® P w l Ol,lr llQ TO M IWl{Q egpaalpl I{ Ta ay1 I VATm,� 1, KTONIiC"1N 1A1911 m NYl VI6 RIDmG 001 60 p 1 Lr,vV 6R llL On q VVwI yml VTaIY)blml OMD AI P8 MI 6T 6Ql a IR N0116i, E —' ORDIL QYIM m VL AlTa,1I MM IAQR{ 1610 m Mnoc•65I.9«c an rrm I R nun ao,ml c aolm! APPLIANCE 6 MECH. EQUIP. LOCATION a m eQT, n rlru I:n9Pas � IN TYP. CAPE AND IST STORY OF yr Im.av rmAaS IIPrtr LRQ m a N v - r vm llal m 2 STORY CRAWL SPACE MODELS p YAn[IIY 60 nOn q Ilal M N OY m TO T-Y r Y-,•Mw ® 0 ® I �!990�T Yg6atd 0 ® 01 lallOrWA1 TCA alOn 1�-O,i w1ML V¢ CAPE AND ]ST STORY OF 2 STORY � � AY.atl AYe 9p1}Y Mai bur IY.la..6a ^ TYPICAL SECOND STORY Y➢Lm. Qf m N06LLT TAE TMW a yr avm STARw1Y sa PAW v mrul AaanatlL aYm _ monv�lu.Y wam K m m 1. CAPE L TWOSTORY STAIRS 141us1x lrl K Yal 191 C•6A wTlml I VA M1mIL anfaVai m y�" � OIYI 1YVIm 91 M nA� V••\M�0 O a Q OI®1 O¢l M Ia QIC liL yr wllma Nm..0 LAaoc l6,YI mea M1911t � a III Ta Qrm _ IKM• I•�� aal IKY.n IKa1W r awYr vm __a__ wm lana yr M' R rmAct nm as m�"nm\v6rt 1Mu m uc m s alm pial 1 Yvas�6c cvr a rs r on wn p �rn un 1 1 o,11aG�M Vim/ma M M uma Y VOiI T>ar T TYPICAL CRAWLSPACE AND 2ND STORY DUPLEX '• ® FLOOR PLAN (LIVING UNIT OVER LIVING UNIT) n YrI[IWatlL I S q '6."s'e q nlQl tl (u.•L� 1'IFI� a moavatic NOTESI ..ru mem am lam 1. MAXIMUM AREA OF DWELLING UNIT IS UNLIMITEDPOS 2. THE TOTAL GLAZED AREA IN EXTERIOR VALLS SHALL NOT D ���� pi p e¢n A.m. EXCEED THOSE SHOWN ON DRAWING 10op';TAY ,® 3. 36' SIDE HINGED PRIMARY EGRESS DOOR REQUIREDa0r '�'�Iia m s Ivr we m (SLIDING GLASS DOOR IS NOT ACCEPTABLE) - \1 PAIA.i&4NYyON •%C m A i • m p nvn'w9 r•ly + nn 4. EVE MINIRLIVING, EAT INUM SECONDARY RKIT, SLEEPING,ESS LOOP RECREATION IRED. DVG. A SHALL HAVE AT LEAST � �4 AST •� � p p ONE EMERGENCY EGRESS VINDOV OR DOOR. EGRESS WINDOWS SMALL HAVE A •� vl IA rac aro m '•• m SILL HEIGHT OF 44' AFF MAXIMUM, A NET CLEAR OPENING OF 3.7 SR FT. MIN. �� •"� m vi m�m`Ic A NET CLEAR OPENING HEIGHT OF 24' MIN, AND WIDTH CF-20' MIN AS PER 4 /1 p v.M r A.m vey 'lay IAQ IN SECTION R310 OF THE RESIDENTIAL CODE OF NEW YORK STATE A .a as Nm lY Im m 3. STATE AND THIRD PARTY LABEL LOCATIONS SHALL BE IAM"m INDICATED ON INDIVIDUAL FLOOR PLANS • I 6. SEE DRAWING AS FOR ADDITIONAL MOTES AND DETAILS7. ALL INDIVIDUAL FLOOR PLANS VILL BE KEYED FROM �� •• 4�THIS DRAWING AND BE AVAILABLE IPPON REQUESTLAm cB. ALL WINDOW LOCATIONS MAY VARY ACCMDING TO 1[ sea INDIVIDUAL FLOOR PLANS9. ALL CIDSET LOCATIONS MAY VARY ACCORDING TO � .aO /YOFY w Iml © PLAINS 10. GAS VVADT R HEATERS PROHIBITED IN DR OFF 7 L 1`II OF SLEEPING OR TOILET ROOMS IL ONE PFS, DATA PLATE AND STATE LABEL (IF REaV O O Imm O It ® r as PER LIVING MIT) SEE NOTE BS ABOVE MI \nra,aaac.®•\*cTnm Pmd „— I 12. DVELLING MIT OVER A DWELLING T SHALL HAVE A 3/4' MR. MIN. �lPtf:Y snw ry ...c I \,Yw.a9 tloY.c IAJ FIRE RATED ASSEMBLIES BET VEEN OCCUPANCIES. ROTH FLOOR-CEILING (USING TYPE 'C' GTPSff0�>f'S �NL: A eYl rm eYay Nr I onar rva m _ 1 ,Ya+ra IT+a M) L ALL BEARING WALLS L SUPPORTING STRICTURES VOO W YY Iw 4•y Yl J L Y ILOI ewl 101 tl SPORTM M O,F PY 09aY0a4 M I. e•v na Ivv ua 9Nlnavm TO IST N T GYPION SHALL BE ERI HR. MIN FIRE RATED USING LOO MOISTURE pal a,r-a,r ur ar-rr RESISTANT FROM RS EXTERIOR. STAIRS TO 3/4MR FLOOR INCL HE TWO FAMILY FLR PLAN TWO FAMILY FLR PLAN WALLSEPERATEDINCL FROM FIRST FLOOR DWELLING BY 3/4 MR. MIN FIRE RATED FLOOR PLAN MASTER — IRC WALL INCLUDING ONE LAYER 6 5/B' TYPE 'C' M TWO CATERS TYPE '%' (2ND STORY OF DWELLING OVER DWELLING) (1ST STORY DF DWELLING OVER DWELLING) UNDER STAIN an "ro ocm we Q BSL/DRP 1B JAN 03 A6 'Y•R KIDVO M KV YWt STATE llM OF NPgWK• warm wwe,Y Yr[ ,�ntirvticna�nw�m�mcm r w tmr v ��^�rro�,wc�mai w�.a,vw un`o`rvi m sm w um )v+.n mtrTa va m.m�v,wm aJrsr►a �a MM Y Np m NDY pmry 0 ro nY®•vm Y,v r i rr w �-:iCLYT2d. ,anrn arca umm m m ------------------------ m M AIRMR YM 1�i.ml�� y m HY A G y L m ° m i W YmW,ntY1.p1 MtY d M i CSAI[l •rl d ,lfl IYamN M NW nm�•m � - T wtc m i i i � w•,m omr i U � i m tmmPt Y•.•.E } j RTLY„a m mv�mtn.r rmsmY-ior wr n•r tw wr un w m vo.m m•s TYPICAL DUPLEX PLR. PLAN M•f OYtm r I.Y•®lT/t 4,R V Lr Itl[ rro sw.•tu c onto m mro r nem V VENT TO CEILING DRYWALL 2ND FLOOR LEFT 6"F EOR PLUHBING ACCESS 1 K•vv 0 0 O O O ,�N O O r-r HM r-v is ) e SEE KT. KIT �1rtrY rr TH • �" r LAYOUTS PG 1 0 MUD Y I r�RDDR 01 UA'r•^' �x ROEN { 4 (WT.) BATH YI Eptml 13 KITCHEN t't9,1 of ID (OPT.) ^ (OPT) 'ni:mr uo m wiu, • 1 �,, p�At r'1 5 HALL SEC KT. SATH LAYriD PAUL MWYSON ;'A ° OUTS PG \ : ALMT DINING 80011 FAMILY ROOH VKK-B1 �• r-4 _ O (DPI,) O CLOSEEj op T - ( ENiDm•• Y d ATIY./�. writum 41 DEN" oe ;08 RaT LIVING R1 DEH(OPi.) m I.1 rtm� 6m (OPTJr-s r-o- iox m FIRST FLOOR OFSECOND FLOOR OFy ,m. THREE BOX WIDE-TWO STORY THREE BOX WIDE-TWO STORY `"""''"t"E""•" FLOORPLAN MASTER - IRC NOTES SEE STANDARD TWO-STORY ➢W m 1.111 p �� SCHEMATIC ON PO 15 BSL/DRP IB JAN 03 a� KPACE RCSERVm FOR M KV Ydb( LTATE STAM Q MMROVAL' LIN YSH B-3 LW B_7 s°Y HTR O m q B-I *14 % vc r MA 14-t L 14-2 LIN B-9 O B-2 DY ; LW VS N _ O p © p0 R !q- L 12- > vu zr)`riar✓r. 9 oy yy�j y ur. zm 12f-2 o w+oI fi ow/nR if-wo(ola`Y�\•'" 11 'ov -r(/,{v/�..Y_r/BI�-1 Io.I 1uM\� iy 012-L Lq�m -1 •a.frr. 0 IN N17 ET B- 2 B-I -17 B-15 r pl' 19 O 1,_ Y O )2-2 1z 1 L q , M-L 14-2 YR 12- L , O 4 O O M R K Y[ M B-19 HT Ln. B-22 LEDGEND M V1 VANITY P __ YYY��YII I e-2 € � p > S n Mc MEOInNE cnnNR S 12-2 HT )p_p -- I PL HORROR PLATE MIRROR LIN 11 Y ®2] Sa 1� a-e CFM n 70vEL Wt LW _IT 100 FL FNI LIOR t n O 14-2 9 S SHOVER o T) s 20 O LIH - LIN ❑O 70 LIN LINEN CIEIIET ! \/e \' i •' O WC WATER CLOSET , - . f • 40 �y ♦, _ )T HATH N) (OPTJ `�� ULTMZKYSON f��� GARDEN TU) GARDEN TUB ( OPTJ fw: ALS0 /1 f - VMPLPOOL VImtIPOR (OPT,) .;-4 I .;-4 . 1 LIC IIAIIDI-CAPPED SIN( � q . s V ..WASHER �. A, ./P DRYER �I� VVV,,,� NOTES, JL/AAS/$I# L BATHROOM WINDOWS MAY HE OMITTED ff SUFFICIENT ATE ARTIFICIAL EIGHT t VENTILATION O PROVIDED 2. ALL )ATIRt00Mi MY DE REVERSED AND/OR ROTATED 90 1N EITHER DIRECTION IN PART DR ENTIRETY3. SEE 7 /q ,. GF1 RECEPTINDIVIDUAL SHALL RE WIRED SO IF FOR THEY BATHROOM L NOT INTERFEREAWITHSIZE HE REMAINING OCT ® LOO 1 OUTLETS ON THE CIRCUIT AND LIGHTS MUST REMAIN ON S. SHOVER WALL PROTECTION WILL EXTEND 6' ABOVE ROOM FLOOR LEVEL AND SHALL RE OF A / IHTI Xyl/V FIBERGLASS OR EQUAL INTERIM, / -,ez X.VI[7>DM 6. ALL SHOVER DOORS AND WINDOWS IN SHOVER/TUB TO I TARTY GLAZED ,/!!(/. HOW S, INC. 7. REQUIREDHYDROMASSAGECLE BATHTUBS FRO BE SUPPLIED BY A G'4 CIRCUIT B. REQUIRED CLEAR SPACE F NT O L SILVER TO BE 2,'%3D' MD1 9. A 21' MIN REWIRED IN FRONT LAV L VC a> D/BIT JUUUV.w-sw Trp"W-F M (>M+ 10 A 30' MIN VIDE T COMPARTMENT REWIRED (L>.1).ff-EEY III Ill-Mlef LL. FAN t LIGHT MUST HE SWITCHED SPARATELT 12.BATHROOM FLR MATERIAL SHALL BE WATERPROOF TYPICAL BATHROOMS ^ IRC SITE TILE TYPICAL BATHROOM ELEVATIONS 13,I PC FIBERGLASS TUR/SHOWER UNIT 32'X6VX72' HIGH DR ON-SITE . RAW fE\n m m TILE WALLS BSL/DRP IS JAN 03 A8 �2 ' ACX RESERVED FEW TIC NEV TEMA STATS STNP Q M AL' 9 M. yl! Vitt! VW4 © Y V R tT q-1 V0vc N-21 I4 SIz-z v uN W w s-27 K-2 K-1 1!-t le-e Nn It-e uN p R 3'� iL--------- > 9L___-__JIht 2-2 2-2 9 O O O O ILOV 11IR Y, t r a. vc S W- IB-30 R Y B-30 '3 1+-2 LIN vcu-2 S 2 Y K-3 K-4 T ATTC NrSRuussA2 wmnn LrcAruRl • vuvc I(!11 N( It.t n i O u-t u- 1 , i ` Q 1 I , Ie-t I I.-t IK 11 , , I VS O I VE ! I ' 11-2 N-t O! OO �, 0 PAIA.TPNNYBON • ALMT • • • 10 rRlr� AI/ll�R�! / Jl EX 9OAl6SA INC. to W m...R.S®--UX9 PA 17W TYPICAL KITCHENS — IRC CONTINUATION OF PG. AB CONTINUED ON PG. AIO wrz REQ we w A9 BSL/DRP 18 JAN 03 'RESERVCD FOR THE NEW YORX STATE STAMP OF APPROVAL' Av[mrav N 4 Y xY !T a x >H YU. VCe. M� oo N X TYPICAL KITCHEN ELEVATION 5 i a X% ❑I 1❑ a ❑ ' vm veu v,Y rwR H y S � Y S 1� �I 1� ❑I ]E:1 �I 1� O O K-5ma K xn IS K-6 [» K-B .. . -- --- Y•. -- '0 ❑ ED O❑ 1❑ o � HEAo 0 [ TOE TER ® Al moos � It[ ..a� © o; H Re; vAm aA n % cl -4 veA XA vw aUo n x ve.b vnp a4 x a4 vAov VElA V.a.` •e4 x a� a. MN VSA ©O W4 VAD! n x Bu a.. aA aA 12p V[{x VNx K-9 K-10 K-11 K-12 K-13 Ile M le-e i s Re Re-e { � i U-e { AFF lO O ----- ------ --- 7, 6 L____O J O J L-----J 11 !Y-! O ,��� •�� 'iii vnA veAn „ eAx veA.n �A x" 41b—4 a 'VEFRT n O aA a. m ,Iq a. se O a. � NOTES ft I • a qq d 1. STANDARD GAS RANGE RECUT IS 110 V., 2D A SEE PAGE All FOR ELECT. RANGE VOLTAGE/AMPERAGE. � • �'I s Q p 2. ALL KITCHENS SHOWN MAT BE ROTATED " DEGREES AND/DR REVERSED IN EITHER DIRECTION 1N PART OR 1N THEIR ENTIRETY. w 0 3. KITCHEN CABINETS MY BE OMITTED AND FURNISHED/INSTALLED BY BUILDER SUBJECT TO w ;A• At LOCK INSPECTION ;;•• p—WE R K 4. KITCHEN VINDOVS MAY BE OMITTED IF SUFFICIENT ARTIFICIAL LIGHT AND VENTILATION • , ••• •"p ' S.TALL RAN HOODS ARE VENTED TO THE EXTERIOR USING SOLID DUCTWORK. ,0� • • � �, 6. RANGEMODD PAN TD PROVIDE AN AIR EXCHANGE EVERY 30 MIN. WN. 100 CFJU K-14 K-15 RE-CIRCLLATING TYPE RANGE HOODS MY BE USED AS LONG AS A KIK OF 4X VENTILATION IS '�♦�I,�'r�� PROVIDED FOR THIS AREA (BY MEANS OF NATLRK VENT) 7. SEE INDIVIDUAL FLOO(PLAN FOR EXACT KITCHEN LAYOUT. 8. KL KITCHEN RECEPTS SERVING KITCHEN COUNTERTOP SMALL BE Wl PROTECTED y 9. A RECEPTACLE OUTLET SHALL BE INSTALLED ABOVE EACH CDMTERT13P WITH A LINEAR LENGHT a cr n GREATER THAN IZ'. MAX. SPACING BETWEEN RECEPTS TO BE 48'. COUNTERTOPS SEPARATED BY APPLIANCES OR SINKS SHALL BE CONSIDERED SEPARATE COUNTERTOPS ZnYY I.i ID. 3IV HITS STANDARD OVERHEAD CABINETS MAY HE REPLACED WITH 42' HIGH O. K ©/lPJ�X /rAgnsu� i------- • O L D MAY BE REPLACE WITH DVS OR DV 12. CABINET LAYOUTS WILL VARY DEPENDING ON CABINET SIZES f oldv AS, INC. - ; R[-e ` tIF Dl 1Il BL�1. J®lfil(25. PI IF[If AFT a _e R (ns ut-.... Tor[.Y,-D•N AFT i'i` TYPICAL KITCHENS — IRC AFTn 0 BSL/DRP jAN 03 •awx csolvrn ra Txc IrW TOY sTArz nA,r a MPRP/N.• VA VA 201Y. SERVICE GENERAL ELECTRICAL NOTES 1. ALL ELECTRICAL CONDUCTORS AND EQUIPMENT SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY AND IN I aw a-R sw.0 APPUI✓,cC IZD COMBINATION WITH LISTING AND LABELING, CONDUCTORS AND EQUIPMENT SHALL BE SUITABLE FOR BOTH LOCATION AND USE. e RDA u� swu.L ua 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 as u-R ma LTa FLi m, W AIC, nro DK Rn IZD 4, ELECTRICAL SERVICE TO BE GROUNDED IN FIELD BY BUILDER AFTER CIRCUITS HAVE BEEN COMPLETED IN COMPLIANCE WITH LOCAL REQUIREMENTS. ( ISA IA-e mcw,L UMTS Alm WE TS mR 5. BUILDER TO SUPPLY AND INSTALL ALL MATERIAL NOT PROVIDED BY MANUFACTURER FOR COMPLETE ELECTRICAL HOOK-UP. S ISA I.-e leu 6. THE MAIN SERVICE DISCONNECT SHALL BE INSTALLED AT A READILY ACCESSABLE LOCATION NEAREST TO THE POINT OF ENTRANCE OF THE s ISA we 7. CONNECTORS AS PER N.E.C. SECTION 230-70a 7. PANEL BOXES LOCATED IN BASEMENTS SHALL BE FIELD INSTALLED AND MOUNTED ON EXTERIOR WALLS BY BUILDER. IML m B. 1 0 3 WIRE, 24DV, ?DDA SERVICE - SERVICE PALL r/ MAIN DISCONNECT IS STANDARD R PDA u-e IATIFmI WE . WT teD 9. CIRCUIT BREAKERS ARE 10,000 A/C. - > ew le-e sATNRmI lam WT leD 10. WIRING IS NM-B CABLE r/ GROUND ' m eDA Irz mrRml aT RCmT 11. NM CABLE PASSING THRU FRAMING MEMBERS WITHIN 1 1/4' I3F THE EDGES SHALL BE PROTECTED WITH 1/16' THICK STEEL BUSHINGS, CABLE PASSING THRU NOTCHES ARE PROTECTED WITH 1/16' THICK STEEL PLATES. u zw I(-e EYIERIIfI M Rtmr. >m 12. NM CABLE SHALL BE SECURED IN PLACE AT INTERVALS NOT EXCEEDING 4 1/2' AND WITHIN 12' OF BOXES OR FITTINGS. (RI - SUPPORTED a mA u-z m WITH INSULATED STAPLES) la ISA M-e Im 13. SWITCHES AND RECEPTACLES OVER COUNTERTOPS ARE 48' A.F.F., OTHER RECEPTS ARE IB' A.F.F. 14. BATH RECEPTS, EXTERIOR RECEPTS AND ALL RECEPTS SERVING KITCHEN COUNTERTOPS TO BE GFI PROTECTED IA IRA 1K WIaRIPm Tw (Crn mo 15. RECEPTS SHALL NOT BE LOCATED OVER ANY PART OF ELECTRICAL BASEBOARD ELEMENTS. 0 eSA ID-e WATU IEATOI zw 16. CEILING LIGHTS SHALL HAVE A MINIMUM IB' HORIZONTAL CLEARANCE FROM COMBUSTABLE MATERIAL (IE, CLOSET LIGHTS) N.E.C. 410-8 (2). AaA w RAArx zw 17. EXTERIOR LIGHT BOXES ARE PRE-WIRED, LIGHTS ARE SHIPPED LOOSE FOR ON-SITE INSTALLATION BY BUILDER. IT zw u� WAnn mI8. RECESSED LIGHTS TO BE THERMOSTATICALLY CONTROLLED. 19. BATH FANS, RANGEHOODS, AND DRYER VENT SHALL BE EXHAUSTED TO THE EXTERIOR. IR aAA laa nam ew 20, ADDITIONAL ON-SITE BASEMENT SMOKE DETECTORS MUST BE INSTALLED PER STATE CODE. la ISA a-e moAL UCars ANn RE Ts un 21. SMOKE DETECTORS SHALL BE DIRECTLY CONNECTED TO A GENERAL LIGHTING CIRCUIT r/ NO INTERVENING WALL SWITCH AND WIRED 1N SERIES. zD 22. ALL SMOKE DETECTORS ARE CEILING MOUNTED AND ARE AC/DC PROTECTED 23. ELECTRIC BASEBOARD HEATERS CONFORM TO THE REQUIREMENTS OF AND ARE INSTALLED IN ACCORDANCE WITH THE TEMPERATURE PERFORMANCE REQUIREMENTS OF U.L. STANDARDS FOR SAFETY NO. 1042 ON ELECTRICAL BASEBOARD HEATING AND N.Y. STATE BUILDING a zw u-e ¢ccTRu: lur zw CODE 1000.2 f - 2, n 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. n 25. (RI) SMOKE DETECTORS REOUIRED EVERY 1200 SQFT. 26. (RI) SMOKE DETECTORS SHALL BE LOCATED BY THE LOCAL FIRE MARSHALL. MANUFACTURER WILL COIL AND TAG WIRE IN CEILING, FOR zc ON-SITE INSTALLATION BY BUILDER. zT 27. NO MORE THAN 40 BREAKERS (OTHER THAN THOSE PROVIDED FOR IN THE MAINS) OF A LIGHTING AND APPLIANCE BRANCH CIRCUIT PANEL n BOARD SHALL BE INSTALLED IN ANY ONE CUT-OUT BOX, A SUB-PANEL WILL BE PROVIDED IF MAIN PANEL IS FILLED (SEE PANEL BOARD DIAGRAM FOR SUB-PANEL NOTES). 28. ELECTRICAL WIRING AND BOXES IN FIRE RATED ASSEMBLIES TO BE PROPERLY FIRE STOPPED AND RATED PER THEIR APPLICATION BY Iz-r SPACE, er IaxDYN P 5 (rcl Ual ClR ff uan A NATIONALLY RECOGNIZED TESTING LABORATORY AND INSTALLED PER GOVERNING CODES. _ 29. EXTERIOR OUTLETS AND LIGHTS SHALL BE WATERPROOF. 0 � °�T °RUT r -� 30. LIGHTING FIXTURES AND SMOKE DETECTORS SHALL NOT BE LOCATED 'DOWN-STREAM' ON A CIRCUIT FROM A GROUND FAULT CIRCUIT 0 Fuscm uc scm INTERRUPTER DEVICE, Qm WATovl 31. 125 AMP SUBPANEL TO BE USED WHEN REQUIRED CIRCUITS AND THEIR CORRESPONDING BREAKERS EXCEED THE MAXIMUM ALLOWED 0 R R T tLm.ET s ra Irz• AFr p ETOALL umR BREAKER SPACES IN THE MAIN PANEL BOARD. SUBPANEL CIRCUITS TO BE GENERAL LIGHTING ONLY. © WMa . Ll�' 32. ALL RECEPTACLE SPACING IN HABITABLE ROOMS SHALL BE SPACED SO THAT NO POINT ALLONG THE WALL LINE SHALL HAVE A 0 zw vaT mSNWA T n amT an Er RECEPTACLE MORE THAN 6'-D' AWAY AND A RECEPTACLE ON EVERY WALL 2'-0' OR LARGER urrliT © RE(LSSEn urxr 33. ALL RECEPTACLE SPACING ALONG KITCHEN COUNTERS OVER 12' TO BE SPACED SO THAT NO POINT ALONG THE WALL LINE 0- vs REmT �� OO mnr urxr SHALL HAVE A RECEPTACLE MORE THAN 2'-0' AWAY aut ula o�aTE m slnDa OO RELCSSCD wcADEscE1R uart 34. SMOKE DETECTORS SHALL BE INSTALLED IN ALL BEDROOMS S smE PQF sutra [B7 as1lcE Irtn ansasrtNr uclrt L TNREE-WAY MTFN Qf�]�Tp.�IOE JKK S, R _WAT SW m T/KT TE1Df6C ..MCK -VI1L PIOE m D S m TYPICAL WIRING TECHNIQUE El 679 FANItJN(T m TIM RT OO Tnevlslm cA o uT FOR SUB-PANEL FEEDERS ' [L'X7.rCTM NAM PA sua-rwu ^O o A ® f% FAN/Ln maIW WT. Op'f MQIO QTTRIC S"E DETECT(F tm AMP T m '� © RANGEISLD CY,w1T FAN GrzDOtY }INTCRNET/P,gHE JACK GRtIML % � W RTIC➢ O QS TLET xaaNl NAw n¢sAR O G � 1% Q I n .' n.uNnnuww 41D) :P. • "^, © INT as NTD E XTECTM um O ^/1r�• •h�', 40 �I ©m REC[SSEn 'CAN G ' vA EAP Yi 61 ® PANE ➢6 G O fROam NG snaW O O \� PA , oso DfYN aELL m TIEmQf TAT Q li ^ TUN ML( \ R RI • L (0' S1RP REm MLCTse TM (% wcw w TOIL KT''L aml `CAd1IDDG SCREW . r_Y O MI1T ND( - [MR IIYTURE TD Y CMCl➢tCD d tLmlRi O n -"1 • 1V STRIP Wm fuRCt O - ' - • • Ldn11T NA16A wT''L t,.`• • nqw • GRaAcc lsPeli mTYPICAL HYDRO-MASSAGE TYPICAL GROUNDING METHODS OF lcR wz¢uANmu CLECIWCAL sYNgS m a®x.r,,,oT o�m, f -y�r U2 �• BATHTUB WIRING DIAGRAM NON-CURRENT CARRYING METAL BOXES � 0m.. m ry womoy.a m >TK alvrc OIk m ary w<IAS rn rives rmr.m 1,aro Ie . • ! jj .1m w Fu 9g r : ..,N�a.an Qn reixEpil svui aolmuc 6, ` �,ZOOT... u-. IYI WK I 1 N�f F7, RK) 1 / 1 rLm - 1 N VIRE I 1 I 1 am( Mm NIL PF rvl •-s II up r�[n 6m.c rur I 1 j j I W-SiTE An➢tL FAN rr,I I I 1 I 1 I y 111 ItllM I I 1 I 1 1 p nunsrflr NEUTRON I I W" pm cLNr sn naiiIS wNllaocelolA 1� nsu 1 I MRI 1r1-leu 141 Rn-oswe E'm L_--__-J uT�Lra jNa MASTER ELECTRICAL PLAN - IRC m >wTo scWwD n BSL/DRP I IB JAN 03 A 1 1 •nIQ IFpINp rn TK HM TOK STATE ST.OF M1RIIOVK• PANEL WX LOCATION MY VARY 14-2 R-O Pma f0% LOCATION IN RASCNFNT Or R EVENT rI rI_ ___�•neeH.�- __ _ HOTLS____� 7- Dl _e---------- --- 12 14-2 2 1 1 1 if 1 / O 12 eO 1Q V 1J e 11 I 1 OPT. 1 1 I //LTA�. 1 - LT. IT. I 11 I LT. 1 M�• ___ M O 11 / Q(� r_ """" 1 Y II I / w 1 I I 1 3 I I i r_______________________________ i I IL DI II 11 II p U L_________ ___ E �♦ I I _____ I _ _ T _ ___ ________ =___ I I 1 II p / p p t l I 14-2 I I M i I I I Ih2 I I I 11 1 ; I T I I 1SIR I VWN EC TL Mt[ INSTALLEDI I 1 1IN up I ST I I I I ARS 1 DYL GARAGES THEY 1 1 J I I I SWIl 1E 61 PIIOTECTED tl E ________ i_____ i II J 11 �T. I 1 II __________________________________ 11 11 it it LT _____r____ I I b d II 11 v I I r_ ; y-,� OFT. WT. I� 'I ON LTCiRf (L GARAGE I I I I LT LT. 11 I AND TrT D QTS IMY M i i i Irl 14--"' 11 SE ITTIT rift rAK I I 11 1 I II II II �` II IS'O' wITOIED T 11 I I II D9 11 II LL________1J_ L c - _J L M Dl TYPICAL VIRING DIAGRAM m RNVTnva mm�Aw FIN EfVCT VITm¢ - _� OTmVIDIMI vAUIG aM[#II6 AVARAIE r I :� i♦ 1 MM LM .IR I lure R1 . I NM 4=4r-" 1 1 _ I I v1Ta m riTNQD TMl rm srA MTOOrr ptfI mw OF SIOS YETEI J L { n M. WALL �: PAIA•TBNNYRON�✓JE - � iIFATImL : �P ATJ3FRT do A• W 019. t� •�• -- • ALUMrw. WN FULL 1 111 6 IIDDfi, LYwY LAG fCREV Q S <A� • - L PLA M,fli[ifT SOI TNDIG VRN 1 RFAR O)µt[TE) STAR VASIER. Tmw I P TWEM _ WG S RM A I 1 1 I ____ Or-fRE ALUM SI)iNG • �•• dY60II6 •• '! � i i i s mriwl�ia'�Rcv u A1��'•• • `� *�, GartP�m S�ivrsmulG I `N1M rxG r '• STRAP(mCDN7 ITJ J, 1 T 1 ©JlP�•.}• A9iromJlAr r ALUMINUM SIDING GROUNDING DETAIL S I/YC IAC r GFf 0, 1®N mr, PA t9Nl faT•J in-....PIS an-aN MASTER ELECTRICAL PLAN - IRC „� DSL/DRP wT18 JAN 03 lar, iWc n A 1 2 '•cmvo ry TI[ rLW Tm[nnrz nrw Is APARVtL• mSw soov 7WV Liu I 1 N-2 \ nm ru �°i1 063 I 1-0 11 r--- -----_ -- pmT.yn 12-3 6 12-2 e I 1 v1 WIT I. ------ -----; I �QO • I 6 (\ I O I T • I I �I. � __ 1 UBf 'Y 1 12-2 I \ 19 -________________ 1 m 12-2il_____________ ___________ –� 12–r—,�E1-£J 12-2 OI 10-_____ ____ _____________ .ml L N IOOPJ ISS 2 ID 3O W ID IST Iv Sona S W _ 12-2 ELEC. DROPS �'• ----� T SS S • IK 1 ® n I 14- r l 1 - ® 1 Os I12-2 O I L___ I 21 I I I I MIT •A• IFF _J 21 1_N i _ _-_ ISMi 1•GN I s3 m°0V II ]BOON TYPICAL SECOND STORY ELECTRICAL 1 TYPICAL CAPE & 1ST STORY OF 2 STORY ELECTRICAL x I�g H �u_, o I ----- - 0 0 �nN 1YY i © 4^�-- __ f SSSS R 11 YSY 6IL lmmi © 1 1 I I K a•� ----------- 7 ! 1 L___________ T \� PAULMNYWHV I�,.• n[BFRT I I fTL rm�Otl�LawT04 p d K MII[it I I • i 14] L r - 41 fo J • VfO�✓ 1 II 11 I •• OP Ie�ov nlOW tY I !>LW MlGV TYPICAL DUPLEX ELECTRICAL OCT Q 7 004 NOTE& 1. THE ABOVE ELECTICAL PLAN IS SHOWN AS A TYPICAL LAYOUT ONLY FOR ADDITIONAL NOTES AND CIRCUIT SCHEDULE SEE NOTE& SETAIL Al2, A13, 2. HEATER SiDINISS(ON NG SIZES SHOWN TARE F13R ILLUSTRAT110N PURPOSES ONLY L THE ABOVE ELECTICAL PLAN IS SHOWN AS A TYPICAL LAYOUT A HEAT LOSS CALCULATION VILL BC DONE FOR EACH INDIVIDUAL ONLY FOR ADDITIONAL NOTES AND CIRCUIT SCHEDULE SEE FLOOR PLAN FOR ADDITIONAL HEATING NOTES AND HEAT LOSS SUBMISSION SET DRAWINGS AS-Al2 INFORMATION SEE SUBMISSION SET DRAWINGS A14 L HEATER SIZES SHOWN ARE FOR ILUSTRATION PURPOSES ONLY Hlivc. I ELECT. CIRCUIT LEADS FOR WIT 'C' TO BE RAN IN CEILING TO SPLIT V/ LABELED A HEAT LOSS CALCULATION WILL BE DONE FOR EACH INDIVIDUAL Bo W 1tn SBBN,lY AVPA PA 17Q 'ANP' CONNECTORS FOR ON-SITE CONNECTION TO LIKE LABELED 'AMP' CWNECTDRS FLOOR PLN! FON ADDITIONAL HEATING NOTES AND HEAT LOSS ("P) WI,B III mY IN WIT 'D' ROIF CAVITY. CIRCUIT LEADS FOR UNIT 'C' TO BE DROPED DOWN CHASE INFORMATION SEE SUBMISSION SET DRAWINGS AIA ALONG WITH WIT 'D' CIRCUITS AND COILED (W/ILD' COILS) 1N SECDND STORY FLR. TYPICAL HEATING AND ELECTRICAL — IRC JOIST FOR DN-SITE CONPLETION IN BSMNT. Bn DSL/DRP "U 18 JAN a3 lain we w A13 HVAC NOTES- 'SPACE RESERVED FOR THE NEW YORK STATE STAMP OF APPROVAL' 1. FURNACE (SEE MECHANICAL EQUIPMENT MANUAL) FOR INSTALLATION INSTRUCTIONS 2, ALL GAS OR FUEL LINES TO BE INSTALLED ON-SITE BY HVAC CONTRACTOR 3. FLUE PIPE TO BE INSTALLED ON-SITE 4. DUCT CROSS OVER AND RETURN AIR IN BASEMENTS TO BE INSTALLED IN FIELD 5. INSULATION WITH A MINIMUM THICKNESS OF 1 1/2' SHALL BE INSTALLED ON ANY SPACE HEATING DISTRIBUTION PIPING LOCATED OUTSIDE OF A CONDITIONED SPACE. 6. INSULATION WITH A MINIMUM THICKNESS OF V SHALL BE INSTALLED ON ANY SUPPLY DUCTS LOCATED OUTSIDE OF A CONDITIONED SPACE. HVAC MATERIAL SPECIFICATIONS 1. FURNACE (SEE CALCS MANUAL) 2. KNAUF-FIBER GLASS DUCT SYSTEM- E1475 3. ATCO RUBBER PRODUCTS-6' CLASS 1 FLEXIBLE DUCT. (SEE CALC.S MANUAL) 4. SHURTAPE TECHOLOGIES, INC.- DUCT TAPE SILVER-PC600 5. ACME MANUFACTURING CO. (SEE MECHANICAL EQUIPMENT MANUAL) FLOOR REGISTER BOUTS f f f f RETURN AIR SYSTEM TRUNK LINE f fERETURN x16' L72N AIR 16'x24' GRILL f RETURN AIR GRILL a f a W o � W W q Z W r 6' FLEX DUCT FLOOR REGISTER BOOT NO. 60C ANGLE s ' REGISTER HOOT x 6x1 NO 39 CENTER END : UiPAIA,'lvu.,..__i'� ,: RESISTER BOOT !�•. AEEPRT �— �— 6 lB CR VER SIT��`TALLED —� � �4 EPT. PO VEk VENTER J ° RON lDAVNEME (!1• RIP i�• vu BASEMENT MODEL r CRAWL SPACE �@ ���,. •• •• ��,,, a W 4 OCT 72004, W U .001 q K ffo--Af,Fs zm. 247 US �3225, IVDDLERVSC, PA 17842 (570)-837-2333 1"e37-QZM HVAC SHEET - IRC 7r. wrzum >n w BSL/DRP 18 JAN Q A 1 4. 1 'SPACE RESERVED FOR THE NEW YORK STATE STAMP OF APPROVAL' 1. INSULATION WITH A MINIMUM THICKNESS OF 1 1/2' SHALL HE INSTALLED _ rAT mmra ON ANY SPACE HEATING DISTRIBUTION PIPING LOCATED OUTSIDE a M m rvx OF A CONDITIONED SPACE. 2. INSULATION WITH A MINIMUM THICKNESS OF 1' SHALL BE INSTALLED ON ANY SUPPLY DUCTS LOCATED OUTSIDE OF A CONDITIONED SPACE. ' � IAT lw ry v Arr m rax u non TRUNK END T❑ END Q ' STARTING COLLAR 6' REGISTER BOOT TAPE AND STRAP FLEX TO BOOTS 6 COLLARS TRUNK LINE T❑ CROSSOVER SEE CALC.S MANUEL 6' FLEX DUCT • O O I II 1 I 11 I J I I ® 1X10,. 012 2.19 FLOOR REGISTERS I I 1 1 I ® 16x16 RETURN AIR GRILL I I 'X191_O$D INSTALLE1_-_-- r3 I CL 11�4 to 4 PIP 40 13 ALBM - ---------------- --------------- -- - - - ` `•� iu 6'x42' OSD SHIPLOOS€ i I x i N, x •�C - 1 s%• ;Q- • L_____________________J_-------- - aG _1___________ 1'1lt�4G. , Aa ' ij•J `', PAN - ------------- ------ --------------------- ------------- - m- - -----------i------{- Ji ot" - �- 6'x18' OSD INSTALLE i L_ __-___-___ ____________ ___�---_--__-_-__ -__ _,__ ----- ----_,__ ,OCT Q 7 2004 , 1 ©JL r XOA(BS, lNC. 147 US H"SUN,, =DD110R0. PA 1?8u (670)-M7-Z333 FAr 337-OZ" HVAC SHEET - IRC NMTL HN 'A714.2 IG ID BSL/DRP 1B. JAN 03 A 1 4.2. HVAC NOTES f f 'SPACE RESERVED FOR THE NEW YORK STATE STAMP OF APPRDVAL' 1. FURNACE (SEE MECHANICAL EQUIPMENT MANUAL) FOR INSTALLATION INSTRUCTIONS 2. ALL GAS OR FUEL LUES TO BE INSTALLED, OJ-SITE BY HVAC CONTRACTOR ` 3. FLUE PIPE TO BE INSTALLED ON-SITE R\ A. DUCT CROSS OVER AND RETURN AIR IN BASEMENTS f TO BE INSTALLED IN FIELD 5. INSULATION VITH A MINIMUM THICKNESS OF 1 1/2' SHALL BE INSTALLED OF ANCONDITIDNED HEATING SPAISTRIBUTION PIPING LOCATED OUTSIDE 6. INSULATION VITH A MINIMUM THICKNESS OF V SHALL BE INSTALLED f ON ANY SUPPLY DUCTS LOCATED OUTSIDE OF A CONDITIONED SPACE. f HVAC MATERIAL SPECIFICATIONS L FURNACE (SEE CALC.S MANUAL) f 2. KNAUF-FIBER GLASS DUCT SYSTEM- E1475 3. ATCO RUBBER PRODUCTS-6' CLASS I FLEXIBLE DUCT. (SEE CALLS MANUEL) A. SHURTAPE TECHDLDGIES, INC.- DUCT TAPE SILVER-PC6DO f S. ACME MANUFACTURING CO (SEE MECHANICAL EQUIPMENT MANUAL) FLOOR REGISTER BOOTS f f f f f - f FLOOR REGISTER BOOT NO. 60C 90• ANGLE REGISTER BOOT NO. 59 CENTER END RESISTER BOOT f a Ij F a a � A OVAL DUCT TO 0 X W SUPPLY 2ND FLOOR z `1'' iPAJQ,+>>� f _ �N40 �i � PAULTBNNygpN � � 6' FLEX DUCT FLOOR REGISTER BOOT r ♦ T LLJ NO 60C 90• ANGLE u ", + 6x18 REGISTER BOOT i x (L^♦ ♦n a NO. 59 CENTER END '�- • � � � RESISTER BOOT us CR ER SITEI�S`TALLED —� i qB • Na, �aY mT. PO4IER VENEER 11I \� liti A• � ♦♦ • e LAS VENT FTIIR WLE �• �� 4 �'>/,�\- a • •e*'��' BASEMENT MODEL 4 CRAWL SPACE O C 7 2004. ra Z o � (Exl-+n-AAu r'Ar An-ItN z HVAC SHEET - IRC .Yi imm INS WL,O .BSL/DRP 18 JAN 03 A 1 4.3 'SPACE RESERVED FUR THE NEW YORK STATE STAMP OF APPRDVAL' s.w v STARTING COLLAR L� i 1M1 Aq 6' REGISTER BOOT TAPE AND STRAP FLEX TO BOOTS L COLLARS SEE CALC.S MANUEL 6' FLEX DUCT TRUNK LINE TO CROSSOVER TRUNK END TO END 1. INSULATION VITH A MINIMUM THICKNESS OF 11/2' 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 100 -1 ol 11 n Tu I u I 1%10. 1X12 , 2%IR FLOOR REGISTERS ___ • _ ________ _____ __ _—____________ ____ .__ __1__ _�__ ® I ® 16.16 RETURN AIR GRILL x18' ❑SD INSTALLS _ - i i I _ . �� I x j y j O ' �� PAUL TPhTTYBCN"'/i� I I a. �• AT13PItT �� p O 11 ________________________ __ •� a ____________ _____ I i i i N i I � " • � i 6'x42' ❑SD SHIPLOOSL x lwt (N i __________________�__________ __ ne _�________ J1l4Ea_J �� 'l. 6'x1B' ❑SD INSTALL- J_ © T ® LmOOo1__ ______________ _____ �BOX SINC... a. to D:m tm.AmocuPAc n IY•u HVAC SHEET - IRC ," AATu � >�R to BSL/DRP 1 8 JAN 03 A 14.4 uttRvcn M TW rwnvwm ST.TC srrw OF•rr.ovr�• RANCH r �r � RI-LEVEL .� CAPE- �M TO "` TOP �W rc cEuMDU TWO FAMILY A-2 TWO STORY o. 4 'W'ATTU PRmF` a yr sTwmNm Pref ettnv arw[ sTEa taut rc• MM- aRERA�p ^ /' Ca R V2' MA RJ./S RE LN nmr 1l Nr i+' Cuff. CDC FOOTER i ,' 1 G 6 Md V1 JY 2•' m. FOOTERS w to FOOTERS vo s O R EXT. WALL INT. COL. FOR IY INT. PIER WING SECTION FOR SPLIT LEVELS on.ra T's AND L's may+ TYPICAL FOOTING DETAIL ° C 4 J� Jdn • N •��• 1/2' THICK `t 6'x6' COLUMN WT& W�71 �`f�. I--- TOP PLATE / 1 1/2' DIA. i- -i HOLE FOR 1/2' 1/4' LAG SCREW L DIA. LAG SCREW TOP VIEW FRONT VIEW rm® P n EYE a PW NOTES 1. B' CONCRETE BLOCK PILASTER READ. WITH 10'-0' MAX. IF BACKFILL EXCEEDS 5'-D' 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 RVI ref LIMITED To AREA PROVIDED BY CROSS VENTS MADE INSECT 6 RODENT PROOF WITH SCREEN OR LOUVERS. MIN. CLEARANCE BETWEEN WOOD MEMBERS AND INTERIOR GROUND LEVEL IS 18' 3. WINDOWS OR VENTS (INSTALLED BY BUILDER) ARE REQUIRED TO PROVIDE 1/150 OF FLOOR AREA AS FREE VENTILATIONe0 Q�s�I1 ll AND SHALL BE LOCATED AS CLOSE TO CORNERS AS POSSIBLE ♦♦ ��g'. 0 II 4. IF WINDOWS ARE INSTALLED IN LOWER LEVEL OF BI-LEVEL UNITS, VENTS MAY NOT BE REQUIRED, CHECK LOCAL ♦ �� REQUIREMENTS. ` pA 0 •TB1JHYgpta°% 5. PERIMETER RAIL ATTACHED TO SILL r/16d. NAILS 6' O.C. - Ui • ,�IBPI(T •((� 6. FIRE SEPARATION WALLS IN DUPLEXES SHALL BE CONTINUOUS TO BASEMENT FLOOR (ON-SITE BY BUILDER). (�• •.('3 w uc RrOMI nm.n,w 7. APEX HOMES, INC. WILL NOT ASSUME ANY RESPONSIBILITY IF COLUMN SPACING BY BUILDER/OWNER EXCEEDS MAX. RANCH SPANS SHOWN ON LOLLY COLUMN SPACING TABLE. • ' BI-LEVEL --_-_-_____= - ___=_tom-------------i 8. LOCATION OF WASHER, DRYER, WATER HEATER, 6 FURNACE IN BASEMENT TO BE INSTALLED PER STATE 6 LOCAL Dr , CAPE itI'm ii CODES (OWNER/BUILDER RESPONSIBILITY) TWO FAMILY € ii m ns� i 9. ANCHOR BOLTS SHALL BE PLACED SO AS TO NOT INTERFERE WITH FLOOR JOISTS � '�• • ♦ TWO STORY ii wnn�n�r i 10. SIZES REFLECT WOOD TO WOOD DIMENSIONS OF UNITS ALLOWING SHEATHING AND SIDING TO OVERHANG FOUNDATION. 11 ��(i•. PROPER OVERFOAM INSULATION THIS APPLIES TO ALL MODELS. THE FOUNDATION IN LENGTH AND WIDTH BY 1 1/2' TO MAINTAIN 11j' �'�,♦ � i 11. ON-SITE INSULATION IN FLOORS OR ON FOUNDATION WALLS AS REQUIRED TO BE BUILDER RESPONSIBILITY AND TO •���� 5 LJ LJ E. LOJ i BE DONE IN ACCORDANCE WITH ALL APPLICABLE CODES 12, ALL CONSTRUCTION AND MATERIALS BELOW THE BOTTOM OF THE FLOOR JOISTS IS BUILDER/DEALER RESPONSIBILITY rawer TM. T'�• T"' '^' AND IS TO BE DONE IN ACCORDANCE WITH ALL STATE AND LOCAL CODES. DETAILS ARE SUGGESTIVE ONLY. I � 13. BASEMENT COLUMNS SHALL BE PLACED UNDER ALL SPANS )5' FOR LOAD TRANSFERS O fs�rtr ai 14. SMOKE DETECTOR TO BE LOCATED AT BOTTOM OF STAIRS, SMOKE DETECTORS IN BASEMENT SHALL BE RESPONSIBILITY Pls'Xr7ar OF BUILDER TO PROVIDE AND INSTALL (COIL WIRE BY FACTORY) Il�i ''.s' INC. ns RD ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND VILL ALARM IF IT OR ANY OTHER DETECTOR GOES OFF n AY M i.Al"Io A 1A 17w -- 15. FOUNDATION DRAWINGS ARE RECOMMENDED ONLY. ACTUAL FOUNDATION DRAWING MUST BE REVIEWED AND APPROVED fn•1•++-++++Pu us-a.w >a imE a BY A PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT. 16, FIRE SEPARATION WALLS IN DUPLEXES SHALL BE CONTINUOUS TO BASEMENT FLOOR (ON-SITE BY BUILDER) TYPICAL FOUNDATIONS — IRC `T BSL/DRP 1R`1 SEPT 03 `M >w A15 Il�lvo ru rK Nn Tm n�rz nu'n NTIIPYN.• SEE INDIVIDUAL FLUOR PLAN SEE INDIVIDUAL FLOOR PLAN SEE INDIVIDUAL FLOOR PLAN ____________________________________________________________ I I ______________________________ I I _________________ _______ ----------------- ______________r I 3 B❑X UNIT I N I I d TWO FAMILY I I I S I I 1 1 1 ,LOJ 1 10, i I d 1 Iol 101 101 1�1 I 1 1 f L_J L_J L_J L_J { i i h 101 rO� t L_J L_J ti i I SEE NOTES SEE NOTES SEE NOTES SEE NOTES SEE 1Y]TES i I I 1 1 h I 1 S i L_J L_J SEE NOTES SEE NOTES SEE NOTES 1 SEE NOTES I SEE NOTES SEE NOTES 1 W I I 1 1 • 1 1 I L___________s t______-____J I , I l o l __ I J • 1 j L_J t I SEE NOTES SEE NOTES I SEE NOTES SEE NOTES SEE NOTES i -----------------------"-''� I 1 I 1 •rl 1 1 - I 1 I 1 I I I 1 I I _ _ I I ----------------------- SEE INDIVIDUAL FLOOR PLAN -------------------------------- r------------ _____________________________F___________z_ I I i I I 1 y I K I I I I oO I 1 I I J I I I W I I 1 2 I I I q _r----------------z-r----------------- �! 1 � � NOTES, ;u 1. SEE CALCUALTIONS MANUAL SECTIONS #4 THROUGH #15 +♦ � 1 I ♦. .,, eaLa.rskN•tsoN 'FLOOR CENTER GIRDER' FOR MAXIMUM BASEMENT SUPPORT ♦ (�. AIBeAT A-\ � a i i i SPACING BASED ON GROUND SNOW LOAD, ROOF PITCH, w MODULE WIDTHS AND TYPE OF STRUCTURE. a Q°• �� e I lol ll lol I�I I I , ,I L_J Lo 2. SEE INDIVIDUAL FLOORPLANS FOR ANY ADDITIONAL o SEE NDTES SEE NDres SEE NOTES SEE NOTES SEE NOTES i COLUMNS REQUIRED TO SUPPORT CONCENTRATED LOADS 'r �`•• n06 •.���`,'� I FROM ABOVE. AS INDICATED BY AN ASTERISK (10. 6 '•' O♦ ,6 40A I , I I -r-"�------- - f ----- 1 77�PLIL Ar PLR/ICfY6Y SEE INDIVIDUAL FLOOR PLAN HOWES INC. a w LTeR►ir mousou. PA Ia•u TYPICAL FOUNDATIONS — IRC x A 16 BSL/DRP wr1B JAN 03 'SPACE RESERVED FOR THE MARYLAND STATE STAMP W APPROVAL' IE WE pV6 n34, pCTnR CW 2A TWU G'. �— / SEE DVG n3A,A35.DETAIL B,[,J � DETAIL E XIT.M.MAW L WG A3A LAMS BATH EXHUMU T OUTLET 12 12 23 iNRV 12� J� —1Z.S THAI 12 4 IZ'HIN AIR PLOV Ij Y NN DIL 21'MAX 6N ITD I it II TVP RANGE XWD_� KITCHEN RAHLE IQID L BATH EXxA1RT EXIWRT MILLI A I Y NM.WL I 3 Y-D•INX.DM z AIR ELDV $➢VG A3/M]S DETAIL K b ELOTHESXHAUST IDiRR ER-SIT LDCATIDX SEE IXSIILAT�H SCHEDULE 1 - IDN-slTo ovc AAs Y BTM OF FIR 1 _ _-_ CMI X(FIELD) AISTS I _ BY FACTORY BY MLDER [MIi1LEVCR X 2 AR! C RfQI PERIMETER INSUL.TIW OI-SITE BY MLCER R MAKNT ALL E INSLLATED ZXB TREATED SILL PLATE H 36'MIM 24V QW, X!B 1/B' Rtpi INSLLATIOI ON-SITE BY BUILDER ED NIS 4ALV Troman SHIELD 2N!B 1/n' MPT@UL MST.1IIW BY NVRUFACTWER V/3'DM INSIDE 3/4'd WTSIDE CALK _ IF BASEMENT WALL MR MET INSLLATEO 61ELM 2BV ml UP) 12• MRAW CW V/n•SOLID B'NI _y BY FACTORY IR! ] IE' ANCHOR BOLT I/YXIT' CAOUP2SE DIRAV ALL EVERY OTHER FLOOR PERIMETER INSLLATEW ON-SITE BY BY BUILDER BUILDER IF BASEMENT WALL ARE PRIMATES US'EHOEOIEXi M F0.YOATIW VN1) �) o ]= 1'I4SIW MI FLOOR INALATON M-SIW BY MLHER OR 1'NOSING HOX DPTILNM_INSTALLATION BY WWEACTHPER VY CONE.MARGINS COVER IF MXKNT :(LL C HRT ISLLATED 3 V/BITWBQA COATING P COC.AAB V/ 6%6 VINE HESN Y 1•: 611.MOL A'PERFORATED MAW TLLL s RlB 29V MN IIP) THICKEN AAH UIIEP A•GRAVEL BED IR!BIT LA HIS WMPDB M!B 1/4• YA BAR COT MAlIS TYP. BI-LEVEL CROSS SECTION SEE DW A34 L AM.DETAIL F TYP. RANCH CROSS SECTION NOTE EXTENSIONS CEILING HEIGHTS WILL REQUIRE E INS OVERHANGS AND RAFTER SEE DWG A3A L AM 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 WILL REQUIRE A RAFTER ROOF SYSTEM (MAX. CSG. HGHT. FOR A UNIT WITH A PREMANUFACTURED TRUSSED ROOF SYSTEM SHALL NOT EXCEED 8'-0') /O 7 AIR 1. �( eD*4OFNEWr e�°"��� TYP, CATHEDRAL In A CROSS SECTION r pA M. InRCA3 NE4VMIND A� FDASS SERVOIC.Mi) EWIv. WTjIONL INSTAILA IMPALA--BLATIONL BYN—SITT OR R~ACTLRE B'MINIMT 26 Dc GALV TERMITE SHIELD ] 1/2'OVERxA-W MSISE ^� 2%B TREATED SILL ACHQt pLi I/2'YIT' 3/N'OVERNAM W OUTSIDE VOTE as•EMBEDMENT IN '"DATIW WALL) BI—LEVEL OR SPLIT H6111' I.C.PIER x LEVEL CANTILEVER _ o NE RLYETNEIE 1/2' CONC.PARGING ENGINEER THIRD PARTY VAPOR BARRIER COVER V/ WYWNWS LINE FLOOD P GRAVEL BED COATING LINE LINE CCMCRCTE FWT146 SEE DV6 434 L AM DETAIL L BRADY TILE SEE BRAVING AIS LAMING !A BMR CO TINUDE WE BRAVING A15 SEE DVL A]A L n35 RETAIL I >u PBL)DP BI-LEVEL WITH FLUSH FRONT HOMA's, lNC TYP, CRAWL SPACE CROSS SECTION YI> UB HAY aYYB, Y/DDLYBUAC, PI I>BIt CRAWL SPACE VENTILATION SMALL BE PROVIDED IN TK N AMNT a>D sa>-zsaa M837-OZ"E WT FREE AREA 6 I/ISD O"CRAWL SMAC[AREA WE SMALL BE LOCATED AS CLOSE TO THE FOMMTIW CWARS AS PRACTIC4 AND MAY BE PROVIDED WITH MAM A LV OPERATED LOUVERS. TYPICAL CROSS SECTIONS — IRC HY. DATE, REV ovG W BSL/DRP m DEC 03 A 7 'RESERVED FOR TE NEW Yph STATE STAMP 4 NPRpVK' 12 SEL DVG An,DETAIL M\N 5� MOTE W-V CEILING HFIWTS PRL REWIRE CAVE OVERHANGS PAR RAFTER EXTENSIONS TO BE SHIPPED LW3E AND INSTALLED w-SITE BY BUILDER VSE Or B'-Y CEILING HEIGHT SHILL DEPEND ON AETLML MODEL LAYOUT ANDWILL REWIRE A RAFTER ROOF SYSTEM(MAX 44W HT.FOR A UNIT rP WITH I PREHMMFACTIAED TRUSSED 1®F SYSTEM SMALL MET E,ICEED 0'-C) MMIIRIDL SUPPLIED I INSTALLED w-SITE V/ 3 1/Y MAX PRO{CTION p MTO STAIRVELL RYP) SEE DRS An.DETAIL P SEE DVS A34 \ U,DETAIL O SEE DVG A34 \An,DETAIL D - 6Rtall FLA\ELS REMINDER IITA,ATION J'-6'CLG HT INSTALLATION BY MANLPACTLMER A 24V W[>J/V AYxm BR !J 3/4' 28V wUPURe B' 4 3R e J J/B' ANCHOR MAL112'X17'T 2'XI]' ALG M 115'EMBEDMEM 1N F0.XMTIp„VNl) I I. 24V IW[J 3/4' PREF ENG A34\135,„OTC 9) 5R!J/0' MIM ?: FUSIONPERIMETER INSULATION OA-SITE BY ERV w W Ilk! J LB' MLDER D' BASCHENi s ALL ARE INSULATED R t J 3/4' e PGV Y-0'QG ME FLOOR 1„SLLATIw w-SEE BY BUS.OR NV 13R!B' OFTIwM INSTALLATION!BY MANUFACTURER 3R!J J/Y IF BASEMENT ALL YE NOT 1„SXLATED 2BV w UP 1.IF 0 1/B' 3R!R' 2JV ON UP FINISH MADE-,, r 2X0 TREATED SILL PLATE IR[J 1/2' 24V N.CIOP Ri 1/2'X17' BEb (IS'EMEvf IN FRRMTN„VALDE 2R!B 1/4• 1'NOSING R 3 1/2'MIN.DIA STL CAL.(REFER TO FOUNDATION YK Fw FASTE„ING ill p & ITS\fLR GIRDER) 9R!B VB' p W R! B' A-mRc SLAB v/ I 01/e• TYP. IN LINE SPLIT LEVEL CROSS SECTION i 6X6 VIRE NESX I,LWRSE END P/ 4' SIL1D CI^ 4'PERFERATED MAI„TILE ASK P4YETHEENE VAMOR BARRIER NAL Bot CwTPNU. 4'GNAVEL BED F'UE� SI SEE ENG A31 DETAIL H TYP. TWO STORY CROSS SECTION NOTES: y����- 1. ALL DETAILS FTG FOR 3,000 PSI MIN SOIL BRG PRESSURE �•�B'Y�. 3. FLOOR INSULATION WILL BE SHIPPED LOOSE FOR ON-SITE INSTALLATION 2. GALV. METAL STRAP CONNECTIONS SHOWN ON DRAWING A22 SEE DWG A45 FDR SPECIFICATIONS "• X96L 4. ALL INSULATION MUST HAVE A VAPOR BARRIER TOWARDS HCATINC SIDE L 5. IF UNITS TO BE ERECTED IN A GROUND SNOW ZONE OF 30 PSF OR LESS, ROOF TRUSSES MAY BE amn PERIMETER INS4AnIN w-slrz BY SPACED AT 24' D.G. BUILDER IF wssMENT vat ARE ENSLEAWS 6, 7/16' OSB, EXPOSURE Bt, SPAN RATING 24/16 MAY HE USED ONLY WITH EELwmN 1NSOLATIOM R SITE Br BUILDER OR = GOD SUPPORTING ROOF STRUCTURE P 16' O.C. wnOPAL INSTALLATION BY NAMJFACTUREN lI 7. ANY ADDITIONAL SMOKE DETECTORS IN BASEMENT MUST BE INSTALLED PER STATE/LOCAL CODES cAVLX IF BASEMENT WALL ARE NOT INSULATED ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND WILL ALARM IF IT OR ANY OTHER DETECTOR GOES OFF EXTERIOR8 ANY OPT. 9. ALL OPENINGS O NBASEMENT IIN ASDNARY COMPLY WALLS SHALLUHHAVE T CODES APRECAST LINTEL TOP ON-SITE - 4 10. FDR GRADE 6 SPECIES DF INTERIOR AND EXTERIOR BEARING STUDS, SEE CALCULATIONS MANUAL EBB TREATED SILL PLATE WHOP BOLT 1/2'XI7' ll. TEMPORARY 2X4 DEADMEN INSTALLED AT 48' D.C. IN ALL MARRIGE WALL OPENINGS GREATER THAN 4'-1' FOR 26R=GALV. i2RMITE SWELD O5'ENBEDPENT IM FOUNDATION PILL Q LIFTING STRENGTH V/3 /2'OH ONSIDE 3/4'w OUTSIDE 12. THE SWING OF A DOOR OPENING ON A STAIRWAY SHALL NOT OVERLAP TOP STEP. 13. INTERIOR FINISH CLASS C OR BETTER nwSX GRADE ENGINEER Twap PARin 3 1/2'MIN M STL COL.(REFER TO 14. EXCEPT WHERE SINGLE MEMBERS ARE ADEQUATE FOR THE LOAD, JOISTS SUPPORTING ONE STORY FOUNDATION DWG Fw IASTENING TO NONBEARING PARTITIONS WHICH ARE PARALLEL TO THE JOISTS ARE TO BE DOUBLED AND NAILED TOGETHER tl FTGI FLa STAND) WITH 10C (DR EQUAL) NAILS AT 32' Ob, DOUBLE JOISTS WHICH ARE SPACED TO ALLOW FOR PLUMBING ETC, ARE TO BE BLOCKED AT 32' MAX. yr v/ anuNlraLoc.PMGING r.” 15, ROOFS DESIGNED AT 40/45, 60/65 OR 80/85 PSF LIVE LOAD AS PER LOCATION OF HOME s EDITING REFER TO THE RESIDENTIAL CODE OF NEW YORK STATE FIGURE R301.2(5) 4'rnc aAl 16. STAIR HANDRAILS TO BE 34' ABOVE EDGE OF NOSING 6X6 WINE MOSH 17. STAIR GUARDS TO BE INSTALLED ON EACH SIDE OF STAIRS (ON-SITE BY BUILDER) GUARDS TO BE EITHER SOLID HALL OR OPEN WITH INTERMEDIATE RAILS DR BALLUSTERS PER STATE/LOCAL CODES 4'R NYMATED DRAIN TILE ASHD F4YETHLEW 18, STAIRS CDNFIGURATION TO BE MAXIMUM RISER HEIGHT OF 8 1/4' AND A MINIMUM TREAD DEPTH OF 9' .'m BARRIER Fgt FF RIR RG TO DE 6'MIN 4'GRAVEL BED 19. STAIR RISER - THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST Ixro UNDISTURDEn F6Vs6T/oM BY MORE THAN 3/8'. THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIR SHALL NOT EXCEED THE 44 BAR cwrlM.ws SOIL QYA) / JZPEX SMALLEST BT MORE THAN 3/8' CONCRETE Fmn„G HONES, INC FUR IER ON w CM-SITE BY 20. EXIT STAIRS IN A ATWOND FAMILY DWELLING SHALL BE ENCLOSED BY A 1-HOUR FIRE RATED ASSEMBLY BY..N A wED IxsuuATIol Dn US H)8aux, 3 FILEI'BUR0. neVO 21. SEE DRAWING A44 AND A45 FOR INSULATION REQUIREMENTS BY MAxIFAFT,BER (a>D)ea>-zaaa F�837-02” 22. STAIRS 3 RISERS OR MORE SHALL BE PROTECTED BY A HANDRAIL ON ONE SIDE MINIMUM. ALSO OPEN SIDES OF STAIRS OR LANDINGS 18' DR MORE ABOVE ADJACENT FLOOR L AT WINDOW(S) ON STAIRS OR LANDING SHALL TYP, SPLIT LEVEL CROSS SECTION TYPICAL CROSS SECTIONS - IRC HAVE A RAILING WITH GUARD(S) BELOW RAILING THRU WHICH A 4' SPHERE CAN NOT 23. WIDTH BETWEEN HANDRAILS OR HANDRAIL L WALL 32' MIN. L 1 1/2' MIN. CLEARANCE HANDRAIL TO WALL Bnm31 REv� ENG xo BSL/DRP 37 DEC 03 A 'SPACE RESERVE➢ fU! THE REV YORK STATE STAMP OP APPROVAL' xt QiK t LL'OL VCllltD S6]]f tml!) rJl. ppyGLES pVpt 1 ik V[TR*'laf G GlV W mr W imfGS f A m [A a-u G BARB .. ]/LL•oo.matlaa n o-A«Mrgc ef/LL vol tw pp�,f�Ep HfELYTIM ntratrnc R� n+ Ix rrw a u•Oc u Km-rwATm Alur m sK nw R IE•oc un/nwmc[nomwTlw FA *IID m¢ 1-K ac uauArmR Y/vHTn a.mn 1-IDR iTrK ra MGD([maalc aMu Dv the o-rK!!r nc-vA1¢s rn eva M sYne t 1*' m 24•Re r1V >rRlrin WO 1 Vt'OrIRA G'ALV V[Mp 1aTTT W f61 1 VrGraM G GLV KR LTWS f w OL FIX9 N MAR Rrn M ILMa ®!fl r]/LL•G[;fMIDIC fL>TIM M111L f1/It bl f N'YC KA a F iTMLII 1Y.y �Q{y pfd y1T1I VAGI{IY IR' KRINL V1RCfIK a IV•GC YI/RIDG Rm !_Q, YfLEAR MSKO] WY! RV 1D MR W 1Q MID TQ MAia W iQ 11AID VLl IC/A96 v9um tram'snmrt OG w oc O'6D EAG,SSL Ir oc Palm no1If1A mr rrrE EAoI RArrG1 - m M.U. D MFIJ STUam yr mYAu 11/rmrW G N4 f.W LL arm ef•m. 1 1/eTOfm G GLV GLV.AIL !aa m.WALL a!u } of YILL rfu ilw f 4 GG O S N. WT. a7w f u'RL MR SIWV t N M llfMf f M'RL ITT. hf/GM1 Sq fTwt CWT.da AN fTVK SAW as RMIa tlR F RArlfi SfE GLCY II'*RVU qi LAl6 IYIWL) t-as ac DauATIGI ]/LL•6u GCAT1mr— v/vAPW MRRsa In Rar 1 L S7RAPS G GLV R-19 V g9AA1 a aap W KR -1Mrf D w p< v/ CWT, YIe1N1 am _ sa SSAM M RArl6 ma am PSK R nc of I A Toot Arse a �!s TI*RI K ofmAlua R KAVrACltwp as 1 vrewaR T w Glv IVTw RI®-)+Lml a�° sss yr KrvrL �0 wm M Rwla as t-tY10 RfK W WAt f LL•GL VT.QOI AST rGmCIQ iLar idbSQ G!RCM Tw�ss t-Wt tKK If1RU rM VGG[)tpTTr Y O<O'Rm /1,rYK(l rfaY fN0 SofK G'1.Yll(] iRSSCS V/1,r WAUI am11PIN VIIN MI.GVTLIVO m 94t! f LL' RL. c3� WIOALL ARIID a RrTN1LD Tillf 111Y Wee [-Mo RK)AW Rlhtra v/a tAr HAS raGrtTml V/1/r VAU,aR) 1/r f fa.R V/VASWa f t-Gu m MAR am m LE® awn_ ` A ``aaa�xrR RAQYRI rem*DAM W. K•oe a1[D61ALLa PQf TR] MR RIG Vr or`VM !-Nf MNIIA 11 W. =, V/Wr P16 am r TAtoo ms WAo wft Ti.� ::qr RISE va2a v/1/e'PAM RID m m.vAu S fn a S S/a'wW" m • Snf K'oc am e • enq etaR m MAR arm t [M,Y/u ora w OT) 1 Baa` ttaf TW KAM tamrG STt Y'= M'WT. ``\V i><� mli[II.VNl fRfl ®T.d4/m.Sq STws �_� a� Sn a K.M am ttx GMWYLf `\� W M.VNL WN LYA YN1 SKU SIM f R•=a [MT.GA/D{Sq STICS 1/r[aK ft� (MT.M SRI Slims tQ mm 1*11UAll aAYT fAW!Qr R-If VAU GmL =w iLC��' KAMAYI t; V/VAPGI LAlppl aTm V-r�� 1 _ ♦I41 WRt SAW N MT) - Flf WN a 1330 a9E rlFlm sV/VM aARRm am 19/Y 6Sa SLaN-IKlllr ka�n t-tY10 SWR - s p rpplCTp RT.a➢(T TYSSfS a� !-m*YfK rW[lQ WOL x fACIa1T m Woo.K•Oe naw o-i rT. a eioili�TbuSQ mae o-fK f u•o< m t4L MR fVrLp R RVLDG Ve'a DST �f� IT rnLvol t Dar 1 r4 Oc R STTC) Vr NEW j, m LSDriFA a e-mo aKTn wm vfK a E )ou mw Srin Tnua SEE r" * Em w.K atc �G y 1 1/YYfrat<G Glv Slaw PvmeTp RdLLATla1 araTE x IUISFa DASGR]rT vAue AK nauwro oR RL nMri f w Oe Mml IMSLLATR]I r9.me x l Try u AwC V,amRauTml x AYN(A[T*O r SA [ F ilArL6 maoorr vus AIS w:r Dd3AT6 m rKAVL o-Aa(GImATIW [AGI Gm r % p 1 Vrm,MS r v Sfl GABLE END VALL DESCRIPTIONS �sw iRAanawrAa�i 0 ' 1� tC i/r n-O SOM SM CLKI[RWARY U.TVY SIM Kmq S¢ MAKS A0 DElm T T E9m a ]n*•ILV S EA7 f AGTAW TO lw STMY RoonA U4 VAU STw yr mm GRASS u•Oc.lo-n - 01 aK STM EAAAE !f'YL®T)16' YL aTID [MT.M S TfID TY-hvww M1'19T1 1-12 VR V4AATmI V/wI VAarA ®n GEM'!Yf}D QSA R-If V/Vh a YiUICt aTm W iR M G STW Vr fi G Wa pNp IM S1K(01ID u Wl0 6 f v IT,rinm fA6EAR SK-*R in a-aL2fAST GAR 11AIIa a Ir OG was *ae ,, Gmm tMaO rKn� G E9m RAfTn m earn Tom 1 ve'alrm G*4=AST A( MGDU Y/1 AR Kn STRAPS R w SMU]INLS a W GL V/a-W WSS C Cm atan To mot arm v/ W4 IS RATTO v/a i[1<D ml-*R]21RUT waI MK TO 1STREIEIAfl SK U Ec?f W,STRAPSML S1WCtl G GILVm DU m m�,Aexa Aare KR t1Mrt e w oeIMA TU HWA staeT SA DWCUBAR XW,07C Ima GW[IID Moo lUT rR1m TR m IRRI XOAf�'S, I PR W,axn Rc-R f r Oc AW ra m satr, lrURErrru, N r]Dat -11 .. DvvmrEs aL Rq Rearzs TAaE 6mz1 a)RESEmrtu EDRF a K Yvq STATE CONTEMPORARY CROSS SECTION — IRC EVA E90-U.MA EI6OrEHS Vm4 aAaTAU!TVq GIIIIt TASLC Rel sn BSL/DRP M 18 JAN 03 �c�A23 u REFERENCES, SECTION RBD'J22 TABLE 30]2) U) RESIDENTIAL CDDE OF NEW YORK STATE E N/RIECS 'VA[E 1LLOIVO M M MEV Yq( VVE tTAII 6 APNIIWK• EVA E3 96, APA ENGINEERED VOD) CONSTRUCTMN GUIDE TABLE 02+ 14]DLLES x My OSB, EXPOSURE N SPAN RATING UIF RXX DI j STRUCTURE BE RE 1 ONLY VIM SIPPORTTNG RmF I RD(E j STRUCTURE ! ]6' as SEE I1mIV]RLLL FLDORRAAS FM ACTUAL GSl 1 v 7/16' OSB, EXPOSURE 01, SPAN RATING 24/16 REFER ID CALCS VANDAL FOR RAFTER SUE AND SPACING j NAY BE USED DEY VITH SUPPORTING R06 I STRUCTURE B 16' D.C. j j Y334 ASP. SHINGLES j 1 DWDN 151 FELT j SEE INDIVIDUAL RMgML FOR FOR ACTUAL AND I I SFIFOEE ] TO CALCI LCGRP TDR RAFTER SUE AND SPACING j 1 1 Y I zmt W. SHINGLES 1 OVER 154 FELT I 5 KIN W D )n 1 j KNEE WALL 1 1 R•AO SPACE i 1' AIR SPACE KNEE t�A{� SK I VITH,S six.iK DN j 5I BOTH SDES V/• BOL WASNERTS DN �^ ttP. VENTILATION I -I BOM SIDES j L - W SKIS AT A'O H' ➢L CUNT.BSL FOD 1 SANT Vr GYP $ yr GYP m 2%2 SK42 AT IL' ON H' DL EEB/T, ZU DBL 811(P PLATE VY GYP Da LXI ilT MTC W-A.asy N6KN AIR ROW VI' GM 33. 2x1 SNUBS • 1" O<, a b1 STUDS W SIM ■ Ui' Ot 21' OG It' D4 PERF. ALOI slyTli t%I TO' RATE _ DLL 2x+ TON RATE 2 x1 STUDS ■ 16' Dtx1 STUDS zx6 STUDS a 1S,• DR RV 27 WIDE 5/12 RAFTER z+•V ac /L' °a BAFFLE TO BE PROVIDED OVER RU3F VENTILATION 24 WIDE 5/12 RAFTER DROP-Ol RIDGE SECT SEE INDIVIDUAL FLDWMAS FOR ACTUAL GS DROP-IN REFER TO CALLS MAHAAL FOR RAFTER SIE AND SPACING RIDGE SECTI .. ASP. SHINGLES 7/16' OSB, EXPOSURE n, SPAN RATING 24/16 SEE PAGE /A26 FOR INFORMATION OVER�150 FET SPAPER I I MAY BE USM DEY VTTN SUPPDiTING ROI' ON DROP-IN RIDGE SECTIONS 2x6 2x4 STRUCTURE B 16' DL x LUL' S EXPOSURE 44 SPAN RATING N/IL 2x2 NAY BE UUD ONLY WITH SUPPORTING ROOF STRUCTURE ! 16' OL. SEEIT CAMA INDIVIDUAL RDO(PL FCR ACTUAL GL S. 2.6 2x4 I REFERR TIl CALLS NULL FOR R RAFTER SIZE AND SPACING 2x2 ]' NR SPACE PROVIllEO 2x4 SPF STUD I (2' RED'D. FOR IHSS) KNEEVALL 2358 ASP, SHINGLES OVER 15i FELT PAPER 1/2' HOLT V/SASHES 2x4 SPF STUD I ON BOTH SITES 2x8 SPF42 CENTER I KNEEVALL RAFFLE INSTALLED BEAM, SEE CALLS. )' AIR SPACE PROVIDED GUSSET PLYWOOD OVER INSULATION FOR ADDITIONAL (2' RE'D. FOR MASS) CENTER BEAM GUSSET PLATE SIZES AND SPECIES FOR ROW VENTILATION 13'-9' VIDE, 2.8 SPF42 i vT 1/2` BOLT V/WASHERSx7 15'-9' VIDE, 22 SPF42 2x6 FASCIA ZxB SYP 42 ! OR 24' O.C. .�� TBR BOTH SIDES SEE CALLS, /IAIAIAI FORI 16.BOARD BAFFLE INSTALLED ADDITIONAL SIZES AND I DBL. TOP PLATE DBL 2x4 1/2' PLYWOOD OVER INSULATION LUMBER SPECIES GUSSET PLATE FOR ROOF VENTILATION. VENTED) 2x4 OR 2x6 TOP PLATE SOFFIT EXT. VALL STUDS 1/2• GYP. BRA 2.6 FASCIA [xu STP R ! 16' ON N' O.L. FUR UNITS UP TO 17-9' VIDE tYP. FOR VALLS G BOARDAND CEILINGS r GO .ZmI DBL. TIP PLATE FOR UNITS OVER 13'-9' VIDE DHL 2.4 10' U-10' L�Y)I Lr VENTED 2x4 DR 2.6 CEILING JOISTS TO BE TON PLATE (1.T SOFFIT EXT. VALL STUDS 2xI0 SPF42 t 16' O.C. I/2' GYP. HRA TVP 5/12 RAFTER LAYOUT FOR UNITS UP TO 11-1O' VIDE 11/2'x9 1/4' L.V.L. R 24' D.C. TYP. FOR WALLS AND CEILINGS c 10' 13'-9• UP TO 15'-9' 1 �� TVP 5/12 RAFTER LAYOUT FOR UNTTS OVER 11'-ID' AND UP TO 15'-9' IN WIDTH E-�-�-�� 1 N 1 SINGED GABLE DETAIL DaO PARTY aD � SKYLIGHT FRAMING DETAILS 2-2X4 SK STUD NOTES,1. SKYLIGHT& M IE CURB MDUNITED TD NAVE APPROVE➢ IMPACT TEST AjY DU4FAST tD) ! Ir DL Z SKYLIGHTS OR STATIDNI ED SOE DF HOLE ROOF P. BD TD X HT1 ONr INSTAI OLDINGLSI 3. SKY FRAMED ON FINDING FACTORY N HINGED LO SILL F FRAMED OTT IN FACTORY ANO SHIPPED LOOSE FOR i7RD INSTALLATION SPA m1I2 TRUSSES 1I ilTTlill . TRUSS HIST BE SPACED PER APPROVED TRUSS DUGS. AD : EAM Howes, lNC. L41 W IIF CUB. ST(DL16BD/lQ P4 IYIIl (LIv)44T—D.ul 1"an—as" xx FEFERENSECTION2P SECTION RB➢3TABLE 50321 U) RESIDENTIAL CODE OF NEV YORK STATE ROOF SYSTEMS - IRC EVA E 911, APA ENGINEERED WOOD CONSTRUCTDIN GUIDE TABLE 424 m 1­18 TS, BVD b BSL/DRP IB JAN 03 AZH *SPACE RESERVED foR THE NEW Yox STATE STA OF APPROVIL• X Q S ' c p M3 VIIDOV i .. R8 VIDTHQ8 \ MIN HDR. REO'D. 2-2x6 SPPA2 Z SEE FL"CFTICN IAN IR OPTION = FM Dk. 240 SPP!! D➢L 240 SPP02 WINDOW UYTID S SEE HINZ. R " i n fOR HDR. REO'D. I , I v 2-0' 5'-3 1/4' I 2'-0' Do S I -- V s N o 1 e m �' HANGS (TYW Z m 1.6 $12.111 'se12 PRsi. 16• DG ? I , � zo fDJIDATION WALL I ;o , I , i v i v 1 , 1 1 d dt SECTION 'AA' i tri o e r o I JO I \ DlL 2xD S 02 1 � SPFl2 PLR JSTS. ! 16' OL. 1 JB. B , 1 2x10 sPP➢2 fLR JST. ! 16' DG SOLD)MST (-HWAS.I ,D (TYP) �c��� s3 WINDOW A , , A 6'-5 3/4' I 3'-0' " ,��'�ryY q VIDTH MIN 9 .a. MIN. HDR, REQ'O'D. CF 2-2x6 SPGII2 I ' fIXNDA7IDN WALLSEE /. Y IPTIOL R INµ FM I J �`p m Q VINDOV LAYOUTS I J p of m I c q SEEFIR MREO-D. fM10ATI1N WALLj ' 2�l I D➢L 2x10 SPPl2 �p 1 r fn A 6'-5 3/4' 3'-0' j/ D➢L. 2x10 SPf42 3'-D' D➢L 2x10 sPf62 �1QT o 6'-5 3/4' 3'-0' 1 DETAIL SHOWING BAY AND DETAIL SHOWING BAY AND 7; P" . FIREPLACE AREA SUPPORTED FIREPLACE AREA CANTILEVERING BY FOUNDATII]N BELOW OUT OVER FOUNDATIDN BELOW EXACT LOCATION VARY PER DRAWINGS SHOVN FOR FRAMING ONLY, FLOOR PLAN DIMENSIONS SHOWN WILL VARY DEPENDING SEE CALCULATION FOR CANTILEVERS ®/IPBA JFON UNIT WIDTHS AND BAY LAYOUTS, AS WELL ffOA&S INC. AS LUMBER GRADE AND SPECIES. us US Jr7r Gua, MWOUDDE°. PA foss SEE FLOOR PLAN MASTER PAGES FOR MIN. (6>•°) uP-+Sass F"sn-assD L MAX. MODULE WIDTHS TYPICAL FRAMING DETAILS - IRC SECTION 'BB' OSL/DRP .Aro ID JAN or r Nx A33 u. 1 'SPACE RESERVED FOR THE NEW YDRK STATE STAw 6 APPROVAL' corr.� rlw xAns u•xuarc m'um u A " o ¢u mrt. ys la oa uem u nw ] m navNaAu AUAa mrTII EXT. WALL CATHEDRAL TRUSS DETAIL 'A' c N R1O'M x *�� SPAM IT toN»m+w at�occA wwaTnI•Q n ol YT b AD W DETAIL •F' nY u A 24- L I1 EXT. WALL STD, TRUSS DETAIL 'E' DETAIL 'B' STD. & CATH. ROOF BRG. & MATING LINE DETAILS • �° BI-LEVEL IR SPLIT OVERHANG �• DETAIL 'I' (STUD WALL) 14 u u Iz 9 NOTES SEE SHEET 36.1 FOR EXPLANATIONS ON NOTES a � L > N Iva u u � y EQ LVL I W "T IINO ..�. vlTx n.1%IQKN vu.. v xf td r Goo A AM mnT rK W TYP. ❑NE STORY FLR GIRDER BRG, _�+ • z DETAIL 'G' 0A6T • n n u - i • � SSI TYP. BASEMENT WALL DETAIL 'C' ] ® ' y O I �xx •i •e a/f110W'S /Yr. BI-LEVEL OR SPLIT OVERHANG � •" T '•'L`•'' m°"•D101y1fN' fan/AA-•aa•lAl ASI�•N CRAWL SPACE FOUNDATION WALL CRAWL SPACE FOUNDATION PIER DETAIL 'I' (MASONARY WALL) TYPICAL SECTIONS & DETAILS - IRC DETAIL 'D' DETAIL 'H' � wro �+ R.c b DSVDRP IS JAN 03 A3 4 'SPICE RESERVED FOR THE IEV YORK STATE STAID DF APPROVAL' 20 a Yo AI NOTE- AI a 31091 m1AR OVER FLAARRG SEE SHEET 36.1 FOR EXPLANATIONS ON NOTES FR1cSTUP SPAM w-srrt 6 v 17 19 90 MNQ PLATE Y-IW CACR SIV VACER TRDSS DN-SM u r¢1c AT 2A' PY6 Sw FAEIA IA m U Y. ALORIIDM ORP U SIHOIT TR [• ALWImM STRAPS lY ut 1C FASCIA u CL3➢V VENTED 1) mnr wuw J ow9Et D°S�uair Ruam r �N3K w Al u LC 1[' LLP VT IYR t S A N• — — u 01-SEI[)IM1S MIST — ALETUT[ SRID iRA10G iIRStIR SPAM Y 101 Y STANDARD OVERHANG DETAIL 3nAn •r u u R c z3 CHIMNEY PENETRATION DETAIL Y[ a NTL arTN.L mm 9LDIXDIG oI YLYK p SUS CAU SIDE. FASTTNED Vm 1 VYSI[ G slA S u EArr SIDE STArrcRm Y BI-LEVEL ENTRY WALLON DETAIL 'L' FLDO[ v Ao- ) 9Rux v[Nrn LT AY ll9LDEA ✓b 0 /Q mR 31DDIFJ >E u MY Ar sun.ml a ) � Y 9 s ri pmy� JC14COND FLOOR MATING LINEDo A jr SPLIT LEVEL OFFSET xT DETAIL 'N' TYP. GABEL END OVERHANG °"® W PARTY' 3Tn MAT DETAIL 'M' TO RIDFE vrN 19 ) DK MST =ITS Nwtf11 ru MSTS L m rlur v BI-LEVEL ENTRY WALL AO F pV TYPICAL SECOND FLOOR ' ¢&MESA INC. DETAIL 'K' r r.-���.. vEN3En som TYPICAL FLOOR FRAMING TYPICAL SECTIONS & DETAILS - IRC TYP. VENTILATION DETAIL 9n mT IK'K 9V91D RSL/DRP 15 JAN 03 A35 'SPACE RESERVED FOR THE NEW YOM STATE STAMP a APPROVAL'( DETAIL REFERENCE NOTES I 6x6x26 GA. E v I. ALUMINUM RIDGE VENT (OR GABLE END VENTS) 20. 235# ASPHALT OR FIBERGLASS (CLASS C) SHINGLES MIRE PLATE 21De EAM 2. R-19 INSULATION W/ VAPOR BARRIER TOWARDS OVER #15 FELT T-I. . CONDITIONED SPACE, INSTALLED ON-SITE/ OPT. 21. .R 7/16' OSB, EXPOSURE #I, SPAN RATING 24/16 slot%AT 24' OF n 8Y MANUF. (SEE DWG A45 AND A45, ADDT'L STATE MAY BE USED ONLY WITH SUPPORTING ROOF 2x6 sue FAnA REQUIREMENTS SEE CALCULATIONS MANUAL) STRUCTURE E 16' O.C. 4LUAU.D_ 3. SAME AS NOTE #2 W/ UNHEATED BSMNT ONLY 22. APPROVED METAL JOISI HANGERS OR LEDGER DRP EDGE 4. 3' DIA. PIPE COLUMNS (ON-SITE) SEE 23, DOUBLE BAND JOIST SPF#2 TO MATCH SIZE OF 6•xuNlwlX( FOUNDATION DETAILS FLOOR JOIST nscu 24. 2X4 SPF#2 E 16' O.C. (OPT) SEE NOTE 40 vcureD Alun, 5, 5/8'xIL ERG BOLTS <4 EA. COLUMN (ON-SITE 25. 4 MEMBER CENTER FLR GIRDER V/SPLICES STAGGERED OF BY BUILDER) AND LOCATED AT 8' INCREMENTS IN COORDINATION ALUM 3 CHANNEL 306. 5/e' BOLTS W/WASHERS Al 48' D.C. (SITEC.AMK S-1.NAILS AT 24.OE INSTALLED) W/COL. OR PIER SPACING I6•L z4•wr ID• sm z-164 NAILS AT 16' os. I2 7. 2x2 CONTINUOUS LEDGER (NY-2x2 M.L. LEDGER 26. A I' AIR SPACE FOR VENTILATION IS REQ'D VIA AN QON-SITE]NAILS MUST OR JOIST HANGERS) INSULATION RETAINER INSTALLED BETWEEN TRUSSES PEKr1UTE 30.1D FRAMINL B. FLR JOISTS 2 16' O.C. 2.8 SPF#2 FOR 24 WIDE (EVERY OTHER TRUSS) MODELS, 2x10 SPF#2 FOR 28 WIDE MODELS 27. 2 OR 4 MEMBER SECOND FLR GIRDER W/SPLICES SEE CALCULATIONS MANUAL FOR OTHERS. 4' O.C. EXCEPT AS RESTRICTED BY SPAN SCHEDULE STANDARD OVERHANG DETAIL TYPICAL SECOND FLOOR 9. DOUBLE BAND JOISTS (SPF02 TO MATCH SIZE 28. (4) 2x12 CLG GIRDERS W/SPLICES STAGGERED 4' O.C. DETAIL ,3, ro RIDGE OF FLOOR JOISTS W/ SPLICES STAGGERED 4'-0' MIN.) EXCEPT AS RESTRICTED BY SPAN SCHEDULE OW��MD T DETAIL T' 10. 4 MEMBER CENTER FLR GIRDER W/SPLICES 29. 5/8' BOLTS E 8' O.C. (ON-SITE) STAGGERED AND LOCATED AT 8' INCREMENTS 30. 2x6 SPF#2 CLG JOISTS AT 16' OC IN COORDINATION V/COL. OR PIER SPACING 31. DHL. 2.12 SPF#2 BAND JOISTS W/SPLICES STAGGERED mL JOIST DRL 'D' 32 1z (4) 2x8 SYP#2 FOR 24 WIDE MODELS, (4) 2%ID SYP#2 4' MIN. NAHOER FOR 28 WIDE MODELS. SEE CALCULATIONS MANUAL 32 CRAWL SPACE FOUNDATION WALL (ON-SITE BY FOR OTHERS. BUILDER) SEE FOUNDATION DETAIL r6a AISTST n 11. 19/32 APA RATED STURD-I-FLOOR, 16' O.C. ERCP,-1 33, BASEMENT FOUNDATIIN WALL (ON-SITE BY BUILDER) 12. 1/2' GYPSUM BOARD CLASS C INTERIOR FINISH SEE NOTE 32 13. R-13 INSULATION V/VAPOR BARRIER TOWARDS 34, 16'xl6' CRAWL SPACE FOUNDATION PIER (ON-SITE n HAMCEa CONDITIONED SPACE (OPT.) SEE NOTE 42 BY BUILDER) SEE FOUNDATION DETAIL AIR (SEE DWG 10, ADD'L. STATE REQUIREMENTS) 35. 2 PC. HEADER (SEE APPROPRIATE ROOF GIRDER l4. EXT. SHEATHING SCHEDULE FOR SIZE) 21 (A) OSB (N.A. RATED SHEATHING) (STD) 36. 2 PCS. 1/2' PLY OR STRUCTWOOD FILLER 37. DOUBLE 1/2'xl 1/2' COMPRESSION STRIP (H) 5/8' PLYWOOD T-111 <C> 1/2' MAX (OPT) TYPICAL FLOOR FRAMING (D) 3/4' GYPSUM (OPT) 38. WEDGE BLOCKING TYP VENTILATION DETAIL 1z (E) R-MAX (OPT) 39. DHL. 2x4 SPF STUD AT 16' O.C. MARRIAGE WALL 14 15. EXT. SIDING (STD) 2x3 SPF AT 16' O.C. OR 2x4 SPF STUD > AT 24' O.C. (OPT) (SEE CALL. DHL. TOP (A) 4X4 VINYL (STD) PLATES (STD) REQ'D IF TRUSSESES DO DO N NOT ALLIGN 1s 13 (H) 5/e' T-111 (OPT) V/STUDS 16, R-30 INSULATION V/VAPOR HARRIER TOWARDS q0, 2X6 SPF STUD GRADE 16' O.C. (STD) (24' O.C. OPT) I.ME. OVER rtAsnMG SECOND FLOOR OVERHANG GOND, SPACE (SEE ADD'L STATE REQUIREMENTS) ql. EAVES FLASHING STRIP OF MINERAL SURFACED DETen •c 17. 1/2'x1 1/2' WOOD COMPRESSION STRIP OVER ALL ROLL ROOF TO EXTEND TO A POINT OF 12' MIN. FIRES7OP SPACER INTERIOR WALLS INSIDE THE INTERIOR WALL LINE I8. PREFABRICATED WOOD TRUSS 2 24' O.C. (STD) (SEE 42 1 1/2•x16'%26 GA. GALVINIZED STEEL STRAPS 19 14 z DWG i FOR ADD'L SPACING/LOADS PLASHING l9. 2x4 SPF#2 STUD 8 16' O.C. (OPT) (2x4 SPF#2 PLACED AT 48' O.C. I2 .-SITE) REQ.D PER ROOF/WIND LOADS, SEE CALC. MANUAL) z1 PBL. TOP PLATES (STD) REQ'D IF TRUSSES DO NOT nREsrOP SPACER ALLIGN W/STUDS SEE NOTE 40 13 11 r M1 (#21)*X( REFERENCES. SECTION R8032.2 TABLE 503.2.1 (1) RESIDENTIAL CODE OF NEW YORK STATE �UVRF1e OP EWA E30-98, APA ENGINEERED WOOD CONSTRUCTION GUIDE TABLE #24 ELDEW WITH CLWV V1TN ISO( 3R / �R STRMS EL6pW 6t O / Ns 2' MIM (� � 4-16 W STAPLES 12 CAM STRAP 12 4-16 $1 STAPLES IJ E.STRAP n wmPl rIRESiLi SIPACER _', MIN 13 pµy RG Y WHERE SE;PER TESS TECO'TY-DOWN'RKTER L HOUSE L GARAGE 1 LW Sr xz6 w r T1 ROOF/2ND FLOOR INTERSECTION DETAIL AT 48 zPECL STAN 3 a 1 1/2'%6'X26 ST AT 48' PEE 1 DETAIL •y ^4L V. STEEL Signe ( m T 48'6C 4-16 64 STAPLES EAC.STRAP I_ 4-16 LP SifR C$ O)B'1 i E RCM STAN TWO STORY FIRST FLOOR sslot, TWO STORY 2ND FLR OVERHANG CLG. ANCHORAGE TO BRG. WALL 2ND FLR TO IST FLR CONNECTION E HIMNEY PENETRATION DETAIL (PERIMETER OF HOUSE PAN(PC HALF)CLG rLR GIRDER) ENGINEER, THIRD PARTY 12 39 4-16 FST ST.VLES U.STRAP 4-16 S $TNLES CAM STRAP STAN 1 1/2'%6•X26 fM 1 1/z'%16'X26 W T 6ALV. STEEL STRAP GALv.STEEL STRAP AT 4P D{ 600 NAIL ]0 EACH TRUSS Tdd P61d O/ 4-I6 GA STAPLES aR(["�F'" •nu m"'T'n a "ZFEX' C'rPld/dLT/ON 9 EACH STRAP 4-16 W STAPLES �Q(gEJ4 INC. 12 T EACH$ERN up STaw 4s (ru4 43 19 ANN 1nY)4n-Mr � 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 (NOT rm HY.SJ DY DATES REN DVG 1.0 DETAIL'D' DRP 18 JAN o A36.1 -SPAM Ks"Y" RR M IEV YOM STATE STAID w /YRtOVAL• m-Y TM .1 Y>K 1'QIKI[l WOt miT Ktw¢ rmnlc amity m LVL lL]ml GTC } e-EAt sK K i7aPL mlvo P y 7 R w u• �JItY Vli OimQ K�VQO 94.Ei Y>K ItA!OiWq 1!-p Vm0 Od m MK N/1[UC-1• / LY-Y VOO Otl.m PfK NMW(li tSTW 0 EO OI mYV6AVt LCO¢i v!]DYL L®TTISIL I9l dt VNli MT®1m101 iL m VMLI -)K OIy/Wy V0J m{nK 1/Y YiYOt ICy VmO m P>N >AC Ory' /IY-Y VOm E0e Nl•K TYPI .AI CEILING FRAMING DETAILS uRao FOR Ist FLOOR OF A TWO STORY Trrax m Y s rmm urtss run -TK Ny/v-f vRDdmSTK a vK ai¢a lr u• vmo mL m sr>K I sK ar-r/v-r VmD KL eu xK • N/1[pimd 1(4 VIIO a.OJ YfK i ILII(t!-T /V-Y VYO R.MO V>K T lYr T WIILti 6rD ml /O / �/ - 1mOl OrTOML �/S` bI� TIEiI N'-Y �N�.y rn¢AL.>nsri Anton ru TYPICAL Et11N. FRAMING D TAILS �qP� y TTrcAL mYr Amo F;m= vAu sswrnr FOR 5/12 1 1 / 2 RAFT R SYSTEM P ➢!f[Wmt YNl mfrmtT ! AT ft Um VALl.i - rOtlK'f0)Nm[ f` G]i STKi IF¢ N m T al 12'-0' TO 13'-9' VIDE oAa EH LVL lL➢�OTID cC1 IWl 1'1[t%m!OI - OCo f4]mCTO Cmtr,sKY [IL➢® 11Yi KT'S y !-EO SYI K ITMY Q•f.YIN nmt mm L i Ott vuL r TTr UNDER 12'-D' VIDE u•¢ ¢M1IO 1MISSCS / J7Y.f�YAY./l PBX HOAUS, INC. m VI mu ,, taa D RNn )A T>W rmlcTv iaWa (ml-A*>-+YA>SAY�Y>-rYN HNQIi ltr0)tll HO G fW➢W/JIT ID` �ID m no TYPICAL FRAMING DETAILS - IRC Ammlo tR m.T/lJm - M MIT. TYPICAL FLOOR FRAMING DETAIL BSL/DRP IB JAN 03 •438 DBL ZY6x11 SPF 13 7/16 OSB 2.6x11 SPF 03 DBL Et1NI1 SPF 93 7/16 BSB 2x1.11 SPF93 OR TK IX1l Yoet�1R rtAM•IF �• TOP KATES COFRESSUN STRIP TOP KATE yy TOP KATES y COIWRCSSDN STRIP TOP zKATE 14 B3 y� M!X�-3 �XII� R ISY AIF ^n NNH UT III 7/16 OSB 7n6 �t IXTERIOR WALL EXTERIOR WALL EZTEWOR WALL VY DRYWALL SNEATIGNG SNGTND)G SKATIOS' INTERIOR SIDE 2X6%11 SPF 13 1 LZ-ZX4Xft5 SPF B2 2XLX14 SPF 43 J 2-2%093 SPF t2 2-2%1X915 SPF Q L'2X1X11 SPF 03 2x1xN SPF03 OR E-EX093 SPF 112 - KATE FLAT WALL TIE V/ FLAT WALL TIE V/ FLAT WALL TIE V/ 2X6%11 SPFB3 FLAT WALL TIE 1 LAGS PLATE 1 LKS 1 LAGS PLATE RITTOI KATE V/ 1 LAGS APEX SERIES APEX SERIES APEX SERIES APEX SERIES SIDEWALL FRAMING ENDWALL FRAMING MARRIAGE WALL FRAMING INTERIOR WALL FRAMING 23(9 STA 1:LG BENZ CLG BENZ SIZED PER SPAN SIZE MDR SIM PER SPAN SIZE II II GYP) I 2X. SPF #2 JACK STUDS I I HtTY1)-1 1_2X6 SPF Be JACK STUDS SIZE MA DICTATE➢ By %PAN SIZE � I I I mPwTE crAD BY SPAM SI2C � f- I I r-I SNGL I 1 I iVINDOWi i MULLED OR COMBO EX1 SPF 02 J STUns x n I—Lm>—I I OPNG 1 1I —NO DICTATED BY SPAN SIZE II NPEXI 02 TEMP 11 I I 1 1 WINDOWS 1111-SWSIPOt PTS 2X 11 1F BL 11 I i I CTYP)7 I 6 SPF t2 BTTTTnM SLLl tM)", HEADERED ARCHWAY 11 11 DOOR II II CLEAR SPAN OPENING it OPNG APEX SERIES MARRIAGE NOE. ALL FRAHING MEMBERS NOT APEX SERIES SIDEWALL NOTE. ALL FRMING )GOERS NOT WALL FRAMED OPENINGS NOTED ARE AS LISTED "DYE FRAMED OPENINGS NOTED ARE K LISTED ABOVE °' APEX SERIES IY STRAPPING DETAILS STA EXT. WALL TO FLR ANCHOR OF NEW a TWO STORY FIRST R(l W .��edG NICNORKi TO BRG WALL I- x�o wr NNN 5.9 NNN I1 VRtl.s� M(M nw � "RIM w APEX SERIES ENDWALL APEX SERIES INTERIOR .."" �__ Z CIA 2/ FRAMED OPENINGS WALL FRAMED OPENINGS O^T. TRxs ro WALL ANGN6AGE "nom p� 6TST ' TRUSS TO WALL ANCHRRAGE ROOF ANCHORAGE TO MATING WALL . SON APEX SERIES INT TO INT APEX SERIES INT TO BEARING APEX SERIES ENDWALL TOP PLATE OVERLAPS WALL CONNECTION DETAILS WALL CONNECTION DETAILS YABA PARTY, EXTERIOR CORNER WALL I SIDEVALL TOP PLATE FOR TIE IN CONNECTION DETAIL 3X6NEA py Pins —GANG NAIL PRPL3 TOP PLATE INT TO INT TOP PLATE INT TO HEARING WALL CONNECTION DETAIL 3>r WALL CONNECTION DETAIL J J r !� — GANG NAIL PRPL3 Aw lJ p� 16➢ NARIS m AYAE Y q 1-3/16' X S LR /fAIl6f1N BdN W,WALLR rrov—ps, ivc. CONNECTION INT WALL ODETAIL INT ALL INT WALL TO BEARING WALL ENDWALL TOP PLATE TO TOP PLATE CONNECTION DETAIL uF w IED ,ADDAIJI warm AT EXT WALL CONNECTION DETAIL II ENDWALL I WALL SYSTEMS — IRC FLOOR PLAN VIEW t-tX1x93 SPF xE �L sn slm 6Lvwe ro FLOOR PLAN VIEW MT WALL TIE FLOOR PLAN VIEW BSL/DRP 1H JAN 03 A39 APEX SERIES WALL FASTENING SCHEDULE FASTENERS ADHESIVES FRAMING NAILS SN607 2500/BX EXT WALLS TO FLOOR ACCUCRYL 700 TUBE SHEATHING TO STUD N 21 BAB TOM/CRTN EXT WALLS TO EXT WALLS ACCUCRYL 700 TUBE DRYWALL NAILS 130 AT BAN .50 LB/CRTN SHEATHING TO STUD CA-40-2912 PARR 5927 #40 BLOCKING STAPLES P15BAB 10000/BX DRYWALL TO STUD (INT) MUR 6225-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 C OF' VANITY 0u W Y NW K UO WZ �� %U NJ F q W ][ F RI W N YC4 W K 2 >u w .- .. C Z W O NIA JK �w v ^a 6 U Ql� Wq ^W ~� X Y K .2. Q an N Jy U O Y N y0 3 NP1 U I W NIS u cf'yry w w �w'(E Y ELECTRICAL BLOCKING WASHER BLOCKING VANITY BLOCKING STD TUB BLOCKING Q7`a r w �i u APEX SERIES PROTECTIVE STEEL PLATESo oej i yW NJN R KIi OL �` W t1 N2) wz m \72 x'Z" dGY® TIDY YMI1 Nm 3X5 20GA PROTECTIVE n� STEEL PLATES REOD 4X14 1/2' TOGA PROTECTIVE �w WHERE PIPES PENETRATE STEEL PLATES REED STUDS OR PLATES AND WHERE VIRES PENETRATE PLATES a~ w ARE WITHIN 1 1/2' OF az NQ vu x STD SHOVER BLOCKING KITCHEN BLOCKING EITHER EDGE XOAfJf'S, INC. M oa m s+ar.lrmu.Y�CK PA fvH (ml �Yf-iLIY /�I YSY m PLUMBING PIPES PANEL BOXES AND ELECTRIC DROPS WALL SYSTEMS - IRC lY' MTG IKN DVG 10 BSL/DRP IB JAN 03 A40 2x1 BTM CHORD 7/16' I1S.B. SHEATHING 7/16' O.S.H. SHEATHING amM"n m TK irW rm PAM STAN Q ArerAvrL• 3/1' POLYSTYRENE 3/1' POLYSTYRENE INSTIL. AREA FRAMED FOAM BOARD FOAM HOARD(R-3.8) 2x1 BTM CHORD AREA 2x1 BTM CHORD R-13 FA INSUL. VIVA R-19 F.G. INSUL V/VH INSUL AREA INSUL. AREA FRAMED 1/2' GYP. HRD. 1/2' GYP. BRD. FRAMED AREA R-11 F.G BATTS VINYL SIDING AREA VINYL SIDING INSUL 12x4 STUDS ! 16' O.C. K2.6 STUDS R 16' O.C. R-38 F.4 1NSIL. R-3H . INSUL. O O V 303. INSTIL W/V3. W/V3. 12 13 N LD I/2' GYP, BRD. 1/2' GYP. HRD. 1/2' GYP. HR➢. LLJ _j J W O O O Q 7/16• ❑S3. SHEATHING > UQ 3 7/16' O.S.B. SHEATHING 1 1/T POLYSTYRENE ZQ. VINYL SIDING 2: BOARD(R-7S) ElLL Z R-19 F.G. INSUL. VIVA R-19 FG INSUL VIVA F- O 2xB CLC JSTS1/2' GYP. BIRD. I/2' GYP. BRD. a o W VINYL SIDING _J W 2xB CLG JSTS. R-11 F.G. BA7TS 2xB LLG JSTS, Q F- 2x6 STUDS ! 16. O.C. 2.6 STUDS ! 16' O.C. J Lj z o INSUL Z) 14 15 R-30 Fa INSUL. H C3 V/V3. UL. LL.1/2' GYP. BRIO. , 1/2' GYP. HRA O 7/16. O.SJL SHEATHING O O POLYSTYRENE FOAM POLYSTYRENE R-21 F.G. INSUL. V/VB lC 1/2' GYP. BRIO o VINYL SIDING INSULATION VALUES INSULATION VALUES 2x6 STUDS ! 16' D.C. FOR ROOF / CEILING - VAULTED FOR IST FLR. TO 2ND FLR, EXT. PERIMETER 2x10 RAFTER *7/16' O ALL DETAILS SHOWN ARE DESIGNED TO MEET OR EXCEED THE REQUIREMENTS 1' MIM AIR SPACE NGLS. OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE 2351 ASPH SFlYi_S. .H. SHTG7/16' D.S3. SHTG TI-11 NOTES, 3' FRAMING L RESIDENTIAL BUILDINGS REGULATED BY THIS PART SHALL BE DESIGNED 1N ACCORDANCE WITH THE THERMAL PERFORMANCE VALUES LISTED IN THE ECCC OF NYS. THE APPROPRIATE THERMAL PERFORMANCE REQUIREMENTS SHALL BE DEPENDANT ON THE HEATING SYSTEM TYPE THAT PROVIDES COFORT CONDITIONING UL. TO THE MAJORITY IT THE CONDITIONED FLIBR AREA R-30 F.G INSUL. R-19 F.G INSUL 2. ALL BUILDING ENVELOPE ELEMENTS THAT CONTAIN MATERIALS WHICH ARE CAPABLE OF ABSORBING OR V/V3, (CDHPRESSED) TAKING UP AND HOLDING MOISTURE SHALL RE PROTECTED BY A VAPOR RETARDER LOCATED ON THE WINTER . . VARM SIDE IF THE INSOLATION IN ACCORDANCE WITH THE ECCC OF NTS. 1/2' GYP. BRIG 3. INSULATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES CONTINUITY OF INSULATION AT PLATE LINES. SILL LINES, BAND JOISTS, AND CORNERS. O 1. ALLOWABLE INFILTRATION RATES (Vhen tested b accordance with ASTM E 293). WINDOWS ( cin Per spare foot of w0dow area) - 03 Ref, AAA/VOA 101/LS2 L ASTM D 1099, SLIDING DOORS (cfn Per sguure foot of 7 O of dor area) - 0.3. S.1r kV Doors (cfn per spare foot of door ore.) -0.5. RepUrenrnts based or, door n assrnNy. 5. ALL JOINTS AND OPENINGS IN BUILDING ENVELOPE SYSTEMS INCLUDING THOSE AROUND WINDOWS AND DOOR FRAMES, BETWEEN WALLS AND RmF/CEILINGS, BETWEEN WALLS AND FLOORS OR FOUNDATIONS, BETWEEN WALL PANELS, AT UTILITY SERVICE PENETRATIONS, AND BETWEEN DISSIMILAR MATERIALS SHALL BE CAOLKED, VAULTED CEILING V/ ELECTRIC KAT 1S NGT AVAILABLE GLSKETED, VEATHERSTRIPPED, OR OTHERWISE SEALER 'e 6 AN AIR SMALL BE INSTALLED WHEREVER A IS INSTALLED OR THE S DIHGRINSTALLATIONRTECHNIQUE NECESSITATES A LOOSE-FITTING AAPPLICATION. �TER1Al 7. ALL FIREPLACE UNITS SHALL HAVE INFILTRATION LOSSES WITH THE DAMPER IN THE CLOSED POSITION NOT TO A G Y'•� l��� EXCEED 20 CFM AT 0.3 INCHES WATER GAUGE. IF THE DAMPER ALOE DOES NOT WET THIS REQUIREMENT, 04 •�!7 TIGHT FITTING NONCOMBUSTIBLE FIREPLACE DOORS SHALL BE USED. OF INSULATION VALUES B. FIREPLACE UNITS PROVIDED SOURCE MUAIR, PDHTHE OUTDOORS, /�a PAM FOR FLOORS OF SUFFICIENT QUNT1T SUPP13RTCOMBUSTION. SSORCESHALL BEEQUIPPED WITH ADAMPERT27NNTYBON ra s/� • CAPABLE OF KING FULLY CLOSER \ Id. .n • 9. NO DEVICE INSTALLED IN A FIREPLACE THAT USES A GASEOUS FUEL FOR ITS OPERATION SHALL BE EQUIPPED •+'� • WITH A CONTINUOUSLY OPERATED STANDING PILOT LIGHT. �w • 2xB FCR, JSTS. all 2xB FLR. JSTS. W. TENPURATURE CONTROL, EACH DWELLING MIT SMALL BE PROVIDED WITH AT LEAST 1 TlRMDSTAT CAPABLE OF w • AUTOMATICALLY ADJUSTING SPACE TEMMPURATIIRE. EACH THERMOSTAT SHALL HAVE A MINIMUM RANGE OF TEMP. ' e '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 K CAPABLE OF PROVIDING A DEADBAND OF NO UHDERLAYMEM UNDERLAYMENT LESS THAN 5 DEGREES F BETWEEN FULL HEATING AND COOLING .eDyyy•,,,��� 1L ZONING M ACCESSIBLE MANUAL W HAAs AUTOMATIC MEANS SMALL BE PROVIDED TO RESTRICT 1R SHUT , r2,xr as y All, THE HEATING AND/O COOLING TO EACH TERMINAL OUT. C 12. INSULA71ON WITH A MINIMUM THICKNESS OF NO LESS THAN 1' SHALL BE INSTALLED ON ANY SUPPLY ,�,, 13. ALL TRANSVERSE LOCATED JOIN AIR DUCTS SS ON SUPPLY CONDITIONED RITDUCTS LOCATED OUTSIDE 13F A CONDITIONED SPACE SHALL R R'19 F.G. INSUL. BE SEALED WITH ADHESIVES, SEALANTS, GASKETS, TMNA E SYSTEMS, OR COMBINATIONS THEROF. 1/. © 2044 -30 F.G INSUL. SUPPLY AND EXHAUST AIR INTAKES AND OUTLETS SHALL BE EQUIPPED WITH TIGHT SHUT OFF DAMPERS LHLTJ V/V . (COMPRESSED) V/V,B. AT THE BUILDING ENVELOPE TO MINIMIZE AO LEAKAGE 15. INSULATION WITH A MINIMUM THICKNESS OF 1 1/2' SMALL BE INSTALLED ON ANY SPACE HEATING DISTRIBUTION PIPING LOCATED OUTSIDE OF A CONDITIONED SPACE. / 1() 11 16. INSULATION WITH A MINIMUM THICKNESS OF NO LESS THAN 3/1• SHALL BE INSTALLED ON ANY 7n SERVICE WATER DISTRIBUTION PIPING THAT IS GREATER THAN 3/4' IN DIAMETER orml.RN1Cllloe 17. PLASTIC SKYLIGHTS REGULATED BY NYS. PART 719, SHALL NOT EXCEED 200 SO. FT. IN AREA L 5'-0' KIM ffQA&S BETWEEN SKYLIGHTS INDIVIDUAL (DISCRETE) MODEL PLANS DERIVED 12. DOORS L VINDDVS LESS THANV-D' FROM A LOT-LINE OR IN EXTERIOR OR INTERIOR TENANT, STAIR, GARAGE rn to AW"11211.em•NB/aA0.AN (fNw, FROM THE SYSTEM AND SUBMITTED TO LOCAL SEPARATION WALLS L ZERO-LOT LINE WALLS ALSO SXYLIWS, Lll a , L RIDGE VENTS LESS THAM TWO FEET FROM OR (rTe/AH-AAY PAB rn-rest CODE ENFORCEMENT OFFICIAL PASSING THRU A FIRE RATED CEILING IN A STAIR OR GARAGE SHALL BE 3/1 W HIM FIRE RATED L BE SELF INSULATION VALUES -IRC IN CONNECTION CLOSING OR HAVE A 3/1 MR. KIM OPENING PROTECTIVE WITH BUILDING PERMIT APPLICATION SHALL BE 19. GLAZING IN DOORS. FIXED SIDE PAWLS, TUB L SHOVER ENCLOSURES (INCLUDING DOR, PAWLS L WINDOWS) ACCOMPANIED BY A MECCheck REPORT INTERIOR PART1710M 18' OR LESS FROM FLOOD LEVEL SHALL BE SAFETY GLAZED. n, IAT➢ eEA IAL Ho (INCLUDING THE INSPECTION CHECKLIST) 20, SEE CALCULATIONS MANUAL APPENDIX 'D' FOR ADDITIONAL (FORMATION BSL MB JAN 03 A44 2L MAXIMUM GLAZING PERCENTAGE SMALL NOT EXCEED 15% OF THE TOTAL EXTERIOR WALL MEA. INSULATION SCHEDULE VINYL SIDING 1/2' DRYWALL ROOF/CEILING 1 1/2' POLYSTYRENE 2x6 STUDS E 16' OC. FOAM BOARD U-0.038 R-19 INSUL. w/ VB. R-30 INSUL � 2x4 TRUSS 1/2' DRYWALL 7/16' OSB. � NOTES U-0.032 FOR CALCULATIONS AND ADDITIONAL INSULATION OPTIONS SEE CALCULATIONS MANUAL. W 3vBNSUL. 2x4 TRUSS�� 1/2' DRYWALL INFILTRATION U-0.025 /\ INFILTRATION FACTORS .667 IS REDUCTION FOR STORM PANEL AND/OR WEATHER STRIP AS FOR TABLE 1 PG. 21S ASHRAE R-30 INSUL. /-2x8 RAFT, 1/2' DRYWALL Q's = 018 V(TI-TO) AIR CHANGE ASHRAE 24.6(A) w/ V.B. V s VOLUME TI-TO = 72' - 0° F - TEMPERATURE DIFFERENTIAL BASE U-0.039 1 AIR CHANGE = WINDOW OR DOOR I WALL .018x.72xlx.667 = .86 BTUH/SQ.FT. ROOF/CEILING 1 1/2 AIR CHANGE = WINDOW OR DOOR 2 WALLS 7/16' OSB. 15N FELT r235M SHINGLES .018x.72x1.5x.667 = 1.30 BTUH/SQ.FT 2xl2 RAFT. 2 AIR CHANGE = WINDOW OR DOOR 3 WALLS U-0.035 R-3D— 1/2' DRYWALL .018x,72x2x.667 1.73 BTUH/SQ.FT. INFILTRATION LOSS FOR DOORS AND WINDOWS SHALL NOT EXCEED THE FOLLOVING- WINDOWS, 0.5 CFM/LF OF OPERABLE SASH CRACK FLOOR SLIDING DOORS- 0.5 CFM/LF OF DOOR AREA SWINGING DOORS. .03 CFM/SF OF DOOR AREA 19/32' TCG OSB. MAXIMUM GLAZING PERCENTAGE SHALL NOT EXEED 15% OF THE TOTAL EXTERIOR WALL AREA ■ HANDBOOK OF FUNDAMENTALS U-0.050 R-19 INSUL. 2x8 FLR JOISTS 19/32' TL 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 7/16' 2x4 STUD OSB. U-0.070 R-13 INSUL. w/ VB. VINYL SIDING 1/2' DRYWALL ��! •�' 1/2' R-MAX OR 2x4 STUD U-0.054 3/4' STYROFOAM R-13 INSUL. w/ VB. �, � �'o 7/16' OSB. �� FAIL 1'8F9iY8(Iq✓� r AI2ERT ��(7 1/2' DRYWALL Q. •� 5/8' PLY TS-11 2x4 STUD _ � - U-0.076 —MLR-13 INSUL w/ VB. • O��tt1dOd6 VINYL SIDING 2x6 STUD ALL *,,'�_-.!!! U-0.053 7/16' OSH. R-19 INSUL, w/ VB. G 1 VINYL SIDING 1/2' DRYWALL / 1/2' R-MAX OR 2x6 STUD ©HOW'S, PVC. U-0.043 3/4' STYROFOAM R-19 INSUL. w/ VB. 7/16' OSB, sn of m nut rowtflosq H nui (m/d.-uaa i�r ut-ww INSULATION VALUES —IRC RMlL 4N WL ID BSL 15 JAN 0s A45 TOW �Aa[aaw m M ICV Tmp STAT STNP w w[[avA.- NOTES, ]vv rAE K-=�[ �, V4y L ILL rul�li Lor IQVm a n•cII m Y venuo\amNLL Avv akpG I \ 1a m STI rmlr Ai WE \� m0so�r w iTT a IlaAa 61vr M Ina Avv�� �m r{cnW WAS`X1 yr vert G q[aM!xfdf VAMl1 YY C IdI.TL p WMf,w aT K0 mrl. Imr ] a Y,M TIY]Nm a MC L [T MI A/ A 1 VL'11W �1 Vr[J'DIfaAQ r I,W YA9Q ZC l IppR 6 VATlIAalipG p MNP SMJOI YIQ 6{'i'Iml pf w Gt1 M LAV. I ME WY[]a f lq] VM EiTlp YL'KYO m Y\1r 161N mss L➢C al sa Kw taV1r J®fl WTTAL¢IMI m 1Y M Ir IOl]I MVL 6YNi pVQ NP far[[li m r—KM KiN a1Y Vt T[I: APr[RVG u PyAI 61 m m ben M IAV. A.prPOr¢Tmi R wrti m x rA YC v1aC M1A[Tcx 1 we I AA ' ;L- AVAa �u FIELD CONNECTION BETWEEN i i I N` i I ns aEfrx ['r 1LAI ],nmzrc rrc swat c vroTVA cAur.•r Ia®rtKlr AIA ' ' pi LrrYl mn. KIT SINK DRAIN L VENT vGTCMLr alY ua rMw r rrE euswTv Ever r-r Mxli- MODULES DR BSMNT FIXTURES LAV SUPPLY LAV. DRAIN L VENT KIT SINK SUPPLY 1 K SAN m vAtm ren L w m,TP [VM w IOL V/ OPT DV L GAR DISP f/11 IQ3IDIrtN VOIr rA➢f PVII x A IOL W i'YWE TW 4(MAIC tWIL x V/ EpT. DV. SUPPLY 1 K r 1[M TA.flY [INCL x N mIV 1NlC[YL m x w It](y1[Y T lYlnl Nil PP `"Lr VMm 1 K/ M w W II[UV. 1 VKNI x1.mT IRO VIEII TNY pIDVmwllr VanO r a Yil[]I 1[T/L WE ¢w rMT\Z m rlIDl M r:c A AAS iwu Im x 1LAD vrtlnrr A ImlvQ.a Ia[ TM a Tlw V.Lvo pmLlc Da,vp I M p+ WASHER DRAIN L VENT LL KL muY Loci m K¢IPp yr b rear m MN vKK nru x ASL[m Ga IOPaAM\IICmtC I WASHER BOX u IQIATK m voTTrM aY¢T.m C 1AAx vnnc TImM,¢ IN]G uc, mos vKK a•M A a IIlIIK 9NLL x u.ruv AA TO l ATAA A vT[TIAL m IWIDITK mup r IQ vm T9(TAATDI TMQDI mr KIT SINK DRAIN L VENT bq aMLY VOrlp PAVI¢t W m[6Tm1.x.c xas vrli.Inc svEv v.M rwv— —vAm rLnl 9ML x FOSE BIHBS ? ]t0.¢v .Lw6.Y] a[w+.tlx tVYII M vnTa»F as[CrKlp r V/ VACUUM tt[ {M f m IAM .q a[¢IVNdr lnm SVID 'V'p Durr vKK [IMm m p ICIM MNaW1Y VaLYO rMINC IMII-ai VKK NT YAIa M{LT u rws[aine v 'nw v `isrc ml Ywwi,]m°a ev`� Lnn vnTa slmr m rnTua a io�urmrnl AT oMiml� x BREAK KAY. ONLY) IL A J msTNLZ R rM.T W m KYr 1 K-r-Y.rOV. KT K VM m MTI l m-[vnm latT a.VILWI m[.V6 m x fL[INID w IQC mfR rlll Y/ ALTV n TafTln,a[\ Tlp➢Pl r0.YO\VA00 I) 1 K YWOI VIXI LL Q} SDKS \aQlit M1nl YT[m x]mM MAX uvi m rxalrt mm WALK lPrwiW i'lo'n K T6 WASHER SUPPLY �,■ x[v .. naaw[i uc m x n[I[TlY LIMO NC lYr[1' f4/a [Yla¢O mµR OAq [A Trp LAE O x NraT[l IV[[T V-r Mllm1YALLY NO AT Gal n N 'Wl m EY[II1 m-- K[TLiLY VALt E TCM'Im u N IE 6 NL 1WTi M r MV m x]LLIOCC]V/Sxml[nl[ VKK tWLL rP[ m NI Am y NY'YWU ral a01 t¢\GYl C[fC LLA rE{a SIIM1Y Vr ICM N p TIC tN[ r MUC lR.)b m IAOL AIQ ni Vi[MII ll[M Nd K1n IAT1K Lm016 Y VfMY Mp YJ W PW! VJT IOCIMR rIC YT[n®1I;1CTK Va MITA ¢w rAtT a xa)P ry Ey[pI IT AM 1LIC IaQ 1 1 I P 1A II m AE V]O n 101` Ab:[n1 y NO TIAL M RNM]wLl LAE 16N !-f•yf aQt Qr AMY Y IMY"AM VMr 1 1 W I SQ rNY STY a IIfY 10[[ vPIO>fml a.T ro Ixw,IDx w AS>DPLm] not TIA rl9lQO p M.ACI YLIIO m Yn 1 1 o .a0rti NpAP rtl[Pm rp,YIQ DwLi x AW VATmlmr amp Dwl IPE\IDIDYrt2 y-yLLi AIT Ya(m Y4 s mILMG—fTT 1 "rf Ai Rall] VKyi A OMai ppIQTY m n WSmR)(f{L VA}a al]ILO[ [L a[Olaf(10S TIIl CRif 6 m x liiALLA w 3Tm [I Ilxl P@!1 _ _____ Y-{•MAXNOT v T All xnY o {•1aM Am w �� lmr Neer m vn ren __ - l• Iz vAo\w il¢Aloas m x AICAI[)A im A.•AQVE M LCVa r lAV 1 -c_ - w rltlalY MINl[l IaILIQ O2.ElInO Ymi1p)WYAra xArO W 'w/Da'1°' P VADR IIlrlY xlA[ nCTK Flx T+a M!N![KATW MSR I aP M `T NL n¢fllmh a0 M nzTlff3 a rM16 aal]vu IMK mMM -sN�,� —_ _ _____ _____ ___ r WAT rIWIDa j� I STAT ITT rml 1ST rlm ranimA a rTrnt[mrA 1 yr TC.Ap r[w mGp LIN n p Bran IR rEIDI Vfl YAM IO3IDIIYILLr MY ZOIC WW m mlwl run riA!axNl[➢p ItAta r0.rola[AnM� 1 Arl� ei ¢AImT Arc[E m rml m[Qrro+w v vrlr Alm[w vr[M TAN( 6 w rp[r a Reno ren [D AT m M r mMp TIALI Y�L'® I I V.=m RMQ W l 7 n vST`iLLMmcLTmcrml� mcra ilwn)amen avaL x Mm WATER HEATER DETAIL �m rTiar ro IaQ alp A Elden 1 j�v 1 Y - --' 11 mgJNQ VI1M xLiL6 KA[NO[A1 a M ELN CYS x ANT sT1)rrlmK x1mRII mrn m Tmalmr..rvmlc.a w rin iwO1L vAtu IUTm p a ur rmW YTM a Tan AT06 TYPICAL DV V SCHEMATIC MIOPG OYLL C 11TT q A WL itmClllK[amitIDl F' xlri x1[IIaT3.Inwa.a IVTAay.KL M A®oAia V/ 1a M emI T M .71 auTI m DINS lum m[m STA¢Arm] M t11111C11IAL xmyaOlTi a M TNL fl{6[T.STA¢r0.VAIs HAla1 WVL x rllal®p rA/11Y. ``�l-pT mx]LO A VY ben - AAA [[ a IpDt OMLL x IY ilalp NCx ALTL x xLIlY I[imA a M 1101ILLAiOII DULL x rallam rQl r1VSID6 � _ /'" LO M [c a Nrz vrp IpmaAl mgVKClrI m aKIIACi[q VM[M¢ � I PnT xx�lu m[Pc IwTuw. rr¢Al[m 3 I rr" MAIN VENT L V.L. DRAIN L VENT yr x ren[sTvr[c wALL x rAwma>GTQ a a ration a rncman •YA[. - 1 loamoc xrac[ow mcALn Tamm nmmm. mC •STAG Tp LNfm YR Im m ruc*rc rTrc avis I rfmccro vml 1/u•m w zrm LipYu[�x TWO STORY PLUMBING STORY) HEMA MT VIOL IK IAt$1111aa1 H®Ramat lfA DYC vA•n�M A lomo i POTABLE PLUMBING SCHEMATIC p.YnTn M:ARI[aIKUTTw avLL Im[MAnm la M A1ID a r a TV.Am 4N xTAm , lr M ICrw]rNl f a 1[Y raA nATc LT = LONG TURN M AM W0.M m n I ft mM oval x T610 M K ro TW[L M MYt LTTY = LONG TURN TEE-VYE "'r M On1f i I K K Q rV1A r AAL vaTnAULLn^'YP[�xaT•emiinmi e�m 1tm A m ui DBL LTTY = DOUBLE LONG TURN •�m „Fa ,K• M ,m vaY T,A.,w art tArll x N`AIaVp a M ASK mama TEE-VYE D6/ural m1m n6L TCSIO f9 fY2 RC fa O$ml[lK- ryrpA Q 10Ir.1411mD))tial[YTII071 T6L I Vre Q ]).p[V'NI rT11Q Yn[6\AlL m'al rAE tIVl1 x rQllrrC[ NOK Q a CMYO A LAi6D p 1[N@aT A�Yrs a R IY Lm/ i[Y.LIISaxC T\Mi aWl lal IMK 1[m6.aWOni a DP 1 Kf M 4 [`�L A "r 4 1111Iri.IL>mmLa DWS DLr DULL x WpIAm2 VA Iltmll M 1 Mm Y N I.e`.Yrl iW IIAL a IMK 6[Nall VaaG SMC ax A 1W. � � Vr[ ]f VAR)!1ffili W4L MK I111DP[ xV6II AM rTYT11L{ p 1.f r A[C9LLV[i V11X a.STID6 RW.L[N.]NP RNA Q 1K[L M lout r Kr "�` Vr f a vAro amps twu x u\Nlnt ry nuM mu i .S M[aAm.0 VATP 3Ria amLL x rRl mWiCTa Ai r0. w a xCaml RMYI Q M SL u1 NA/m M S 0 M WTT Y.aQTi V/¢vLf S[ FIMRE MW 9 V[YM VII D \mA. N IDDNAO[f DMLL WK A A 1•IOL Dl•RY Mp .f[aCGLD rA06 p mpEAIID M1[mt 0CJm0t MCAT VMC[aWl Y rMAn. M.WT IlmIDla p KMII.Ma DML x aT aR p W Cmmf.VSAT NCxr�L I N 'T• I 1Kv y - jm MMa Il,r f H.MEC AMY s VM IL ID]/D[NG W.K n IDW!'Rl Vr[1 I In•u - `rC - Yrlr mm MM THAT RWQCi A VIn)M Y[Np MOI li¢O VAaLM w YTx r u �r � -�_�i,!✓ al>r N:TFTGs a VML C r[Ovll[d blw m0wal �'-__ ' _ , 7 _a Lln nAwDc rla r A4/E M sTrn M lJK NP a�mlavo- -- _ I L,r -.- , _ vn.s \ I I.r u _ • {// DI4 ML 9016 p RMf Ait[ImLY Ab¢T SIIIYI aMl x N __-� ," 1 l `-�-_ I IQ Y •\ ---- _` _y L^ W .T MRN_ �`�LA•` - _�_ --_ �- " I "c /�Yl (\/\�/�) K r¢n rlm rpnmEi afll mN[LI pm MmmnK minmc An_"� m '-^-'r , /1 11 JIAe�' P' 4ADl MAE T.u IY[mMCTat a TVAV l W]TACT V�-,r A Ma aMCCI pm xnlm rtIDl W.p[IAIX - KR a r`sl ryes V .).wE r6Q r WM Da/DOAE Dd1 YaiY+R'IQiI a _� K� -�-_ l Li Q I iY '\ i•'r 4 aI-aTT ,,,L YKIS OVa IKtaY D67MLp Mmsna[ �DL �L.�'..,_,.,-f�'- -__ -. K •\ Q ..-.' r• - - _-- ` IVR __ N s �P.�� ..KISaMWULS WI \WRSA WwpIMrIW[l —'" m ,slrl _ - - INL;4• .\ IVrl.4 -IKAt/Flal S'Aa� ,♦ �d•[��f •�j}i • .f Ytacvr ML[Li DML r nv+l]o w rAc,vn vrlY m r vExr m L _ _ r:VA..+u[ a •\ r 4 rr R - - ♦ `% PAUL T8Nh7ROH f, • Ysaort sty m]Iv rnn nml.Ml rAnn MP uxLL ">" �IT.Iy� C�1r'• "G�f- - - 1 vr+vl ;1l — "�_ _ ♦ fes? y �mlmi AA, x Ta.iTo vlcl ntma vmaa a a TrT¢T a r 11,..,.•rs=y-_/_^y - _ I :� _ \ _-{� ��� 0 tVr vdHFJtT �� Y YTNTU6 O411PiY LWOL VMALIfII m1P MR TR DYLL wK A 1 K --"-m I D✓ --- pp •\ _ IIT SA��/• IPl w[IiLOV. `-D=`�--___ I IOt 'Y 6Ar `\ r4 u LUT TAy[DYLL x Tvaulo r0.b][Ar¢vmM Murpc irnos. _-{'� `+y" - \ . VIA 4:e ft PLUMBING MATERIAL SPECIFICATIONS ry y Ivrf ww err nmlo •, 4P �..m•Ie A r[ IVC ru]LL RC-uTFID[IlB Yi Nm Im.mJ!-[I yr r fmr —AONOr vaV Vrr ITT e r •C -ie,� G M luTllC IPC IiRDGA-ntllrtaOLLL M xW-s ' n.o.." - __� / �I4A L M iRV[MI ft10(1 -AAIM O[]Y-[a / AK mE-ARTA- xln Y Mm AA `Ml- P I -�DATA alVr.IN ,I L Abs Am.Aall-fY-Y M��•A MITT I_ % `)T ). xLll VKK- Mml]IIII-Y LTn Vr I W 62 arra YACYEI T- _AtmrYY-,[ -•� I ` ` CT ® "� 2004 S. m D1AT[ll aAR-ren m VA raYSTO A aaA : 1 ml�iA KQ Y. m �m 'y0 �.0:i/10 eY' rAm s1on lrmTv AW nWa nKl-vrIaAAAm-N+s-IA[r V/AJEOaIFIrtK.-M L ILKiIi llni-MMOANm-NY-Mml V/AmfMLM-Il[W-!0 Vr f s - �_ ✓ren s rQ p VmIaSSA ATm rD l-ms AAAA AIalf . i�p`P"S•"'O TY IIT IT -Vr Ale [D NII Y - TWO STORY, TWO FAMILY A-2 u DmY rTrna�-AwNm-K¢aslva IL rnnl[n METAL TWO STORY, TWO FAMILY, A-2 DVV SCHEMATIC m rMil „r� POTABLE PLUMBING SCHEMATIC 90,VAS fW0. n ANNOID usr lol rMu[i -AT+[/Mu-.ualsvl�mn mowTl iMlw a ro mrt tAx WT.Im ES mar Ia YTa1mLl,rnmp6,\[ISYOrr nMl x q rnu vA Ys DWELLING OVER DWELLING 1 Par.a xvmap a IO m Paw lM.Irtri f \IL9 n. nLsrc DAny rAE Alm uv:RAvmx DLroo MAInL uwc lora STORY, TWO FAMILY, A POT aa[M coo Neav[f nmsr¢A colon fwLe m.nu*lrs N[ _ --��I � POTABLE PLUMBING SCHEMATIC CRl TYPICAL PLUMBING SCHEMATICS am mu oma IIT Fo YAw A v .DML x[mC w rTnl wo TIN Moan DWELLING OVER DWELLING TWO STORY, ONE FAMILY, A-1 THE RESIDENTIAL CODE OF NEW YORK STATE Au mmaK YM,imM IIT A em rulm null IIAK xLal M MA"A KCr IAN, m.FIN In A ben nm POTABLE PLUMBING SCHEMATIC [^ YT' xv� 1"A46 V6 to A 4 6 SHALL BE REFERED TO HEREIN AS THE R.C. Pf N.Y.S. mr p rTao dnRvlx A�sn rTo>,D¢TA'`Ln Ir[la Aic plc e]t m ren STAN DRP 1H !AN 03 ANDERSEN WINDUW SCHEDULE 'U• VALUES M & W WINDOW SCHEDULE 'U' VALUES ,6ID vn 1169 (HEW 9Ox PAN llr m ArWV/AL' KEY TYPE CODE ROUGH OPENING 'L' 'V' -SQ.FT."R' AIR v/6R,LIrs /0 MILLEs KEY TYPE CODE ROUGH OPENING 'L' 'V' 'SOFT.' -R'I AIR STANDARD WITH ARcoN 1. DOUBLE HUNG TV2432 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 2. DOUBLE HUNG TW2B42 34 1/8'x53 1/4' 8.23 4.64 1234 3.2 .10 .34 35 2. DOUBLE HUNG 2842 34 3/8'x53 1/4' 9.1 4.4 11.11 3.3 .Il .37 .33 3. DOUBLE HUNG TV3046' 38 1/8'x57 1/4' 10.31 5.73 14.85 3.2 .ID .34 35 3. DOUBLE HUNG 3046' 38 3/8'x57 1/4' 11.2 5,9 13.5 3.3 .11 .37 .33 4. DOUBLE HUNG TV2852 34 1/8'x65 1/4' 10.48 5.88 15.14 32 .10 .34 .35 4. DOUBLE HUNG 2852 34 3/8'x65 I/4' 11.4 6.02 13,7 3.3 .Il .37 .33 5. DOUBLE HUNG TV2856 34 1/8'x69 1/4' 11.22 5.05 16.08 3.2 .10 .34 .35 5. DOUBLE HUNG 2856 34 3/8'x69 1/4' 12.2 6.04 14.6 3.3 .11 .37 .33 6. D.H. PICTURE TV20-DHP4246-20` 99 1/4'x57 1/4' 254 6.4 39.0 32 .10 .34 .35 S. D.H. PICTURE 1B-4046-184 93 5/8'x57 1/4' 25.4 6.4 39.0 3.3 .08 .37 .33 7. D.H. 45' BAY TV45-31046-20` 90 3/8'x58 3/4' 25.4 6.4 37.1 3.2 .10 .34 .35 7. D.H. 45' BAY 45-18-4046-18` 85 1/4'x57 3/4' 25.4 6,4 37.1 3.3 .08 .37 .33 8. CASEMENT BOW C45 BOW 97 1/4'x61 7/B' 30.2 10.8 42.0 3.2 .03 .34 .34 B. CASEMENT BOW 2050 4V 94 7/8'x61 1/2' 26.0 20.3 42.0 3.3 .D5 .35 .31 9. CASEMENT PICTURE CV25-2' 114 3/8'x60 3/8' 30.21 10.6 41.5 3.2 t.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 5.7 8.3 3.2 .03 .34 .34 10. CASEMENT 2435 29 1/4'x41 1/4' 72 5.7 8.3 3.3 .D5 .35 .31 11. CASEMENT CV15' 28 7/8'x60 3/B' 11.2 8.5 11.8 3.2 .03 .34 .34 11. CASEMENT 2450' 29 1/4'x60 1/2' 11.2 0.5 11.8 3.3 .05 .35 .31 12. DOUBLE HUNG TW2042 26 1/8'x53 1/4' 5.79 3.4 9.41 3.2 .10 .34 .35 12. DOUBLE HUNG 2042 26 3/8'x53 1/4' 5.79 3.4 9.41 3.3 .11 .37 .31 13. DOUBLE HUNG TV2046` 26 1/8'x57 1/4' 6.31 3.7 10.12 3.2 .10 .34 .35 13. DOUBLE HUNG 2046` 26 3/8'x57 1/4' 6.31 3.7 10.12 3.3 .11 .37 .33 14. DOUBLE HUNG TV2052` 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 TV2056` 26 1/8'x69 1/4' 7.89 3.7 12.25 3.2 .10 .34 .35 15. 1 DOUBLE HUNG 2056` 26 3/8'x69 1/4' 7.89 3.7 12.25 3.3 .11 1 37 .33 16. DOUBLE HUNG TV3052' 38 1/8'x65 1/4' 12.03 6.67 16.95 3.2 .10 1 .34 1 .35 16. DOUBLE HUNG 3052 38 3/8'x65 5/8' 13.0 6.39 16.95 3.3 .11 37 .33 17. DOUBLE HUNG TV3056 38 1/8'x69 1/4' 12.89 5,73 17.99 3.2 .10 .34 .35 V. DOUBLE HUNG 3056 30 3/8'x69 5/8' 13.9 6.87 17.99 3.3 .11 37 33 18, D.H. CIRCLE TOP CTN20 26 1/8'x15 3/4' 1.1 0 2.9 3.2 .10 .34 .35 10. D,H. CIRCLE TOP FCH-4 26 3/8'x14 5/8' 1.1 0 2.9 3.3 .11 .37 .33 19. D.H. CIRCLE TOP CTN24 30 1/8'x17 3/4' 1.6 0 3.7 3.2 .10 .34 .35 19. D.H, CIRCLE TOP FCH-6 30 3/8'x16 5/8' 1.6 1 0 3.7 3.3 .11 .37 .33 20. D.H. CIRCLE TOP CTN28 34 1/8'x19 3/4' 2.2 0 4.7 3.2 .10 .34 .35 20. D.H. CIRCLE TOP FCH-B 34 3/8'xIB 5/8' 2.2 0 4.7 33 .11 .37 .33 21. D.H. CIRCLE TOP CTN30 38 1/8'x21 3/4' 2.8 D 5.8 32 .10 .34 .35 21. D.H, CIRCLE TOP FCH-10 38 3/8'x20 5/8' 2,8 0 5.8 3.3 .11 .37 .33 22. CSMNT CIRCLE TOP CTCWI 28 7/8'x17' 1.5 0 3.4 3.2 .D3 .34 .34 22. CSMNT CIRCLE TOP FCH-5 29 1/4'x16 5/8' 1.5 0 3.4 3.3 .05 .35 1 31 23. CASEMENT CN235 41 1/4'x41 3/8' 8 7.4 71.9 3.2 .03 ,34 .34 23. CASEMENT 1835 TWIN 41 3/4'x41 1/4' 8 7.4 11.9 3.3 AN/A LNA 24. C.TOP/PICTURE CTC3 OVER CP335 72 3/8'x79 3/4' 29.2 0 40.1 3.2 .10 .34 .35 24. C.TOP/PICTURE FCH-21 OVER 6053 73'x79 1/2' 292 0 40.1 3.3 25. ELIPTACLE ET6 72'x17 3/8' 4.3 0 8.7 32 AD .34 35 25. ELIPTA-LE FE-11 71 3/4'x16 5/8' 4.3 D 8.7 3.3. 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 l.9 5.3 3.2 .10 .34 .35 27. AVNING 3018 37'x20 3/4' 3.5 1.9 5.3 3.3 DOOR SCHEDULE xn D•Ew7c ,rrc RDuw mOmlc Nur •1• v •r •snrT� AIX v A aoA• x•uau.rnx a vY.�yr ixrrw.-rn o A9s )sf rP.m .0 J. 1 9>%A x•D9gL ma x vx.e yr T9tnx-Tw v nm )s1 9Y m J. c NU A nm )a9 w m J4 n xAA x•DELL,f➢S V/ r.w V �Tw 17 192 ]IS Cf) JA JY F yt• x' DELL. V/ As V!'.W 1? M -lw 1. 192 1C v5 m l{ ! xt• x• �' Y/ A9 V['.W K TNOOM-lw i. I9t ¢y ]91 Y 8 4 IAY Wffl® rAtSIQ O VY. A[ VC J6PYP WA WA WA WA WA WA N yyy DR(xiv N.CAQ pi VY x t VY .21PVpl WA WA WA WA WA WA I 16`1 plpYlt IYSAZ It V.•.!Vr J6D-Va WA WA WA WA WA WA !, J ]O6• IX1O111r fA{SAQ x V.'.K VC JRFVa WA WA WA WA WA WA 11 LLX GObt M{;Vx lj R VV.It yr J6D-Va WA WA WA WA WA WA - L IAAI M[JIIR r-f11E Y V.'. AC Vf J[1YVa wA WA WA WA WA WA N MI Drta1ID1 rmT!YLI .v x AA Vr . .EA WA WA WA WA WA WA N 3440 ®t Y'.14 VC 2 lu WA WA WA WA WA WA 9,/1'•'A�j I\\/�(�I,- J' o btA DRQm9 rmaT IID )Y Y M 1/C .IIyva wA wA WA WA WA wA - ''' •If r,••,* M m6A DRL1Od .•91II.(.NLVC N Vr.o V!' JQD va AA WA WA WA wA WA Ilk •wY� )2'... WA,A ].J) LLY G! J}> l[ S! °° K•P.A+4,/��" ,s u zw t•cmw tuft nv n v4•.Ar HAW =I9 17.9 G) xA m, m_n IU w m m •x� , r• N@"RiD.' 1) TSTA` n v.•.W V TWWp Tw MW 1611 L7 .e n n �J PA Aj STI �•2� A A tw v SVDG rAm M, n v.• . b IAV IIAO 1i! e7 IAA m m (IMyA�, •l' 7!' . w MYE}SVA IL. 1Au u n7 14 M m �(�• �� o Iu V4'.V TKA1V.-T. x•JW LLp L7 "1 n n _ � • y4 AN. All i f%Y Y LVDA4 PAM x91 IA'.V E Amum wu m 9}14 A4 n .. ! • •. T p3J6t Dl.CxIIY/p6L-fIDG t)V4• >N 4D ]L9 n n �. f�:. • " U [-]p6t mL [xfAYNdI-m1[ T V4'a Q VY TNCmV.-Tw 4 9A. 1D 4L DA y V EYiA W� yr A N V+' TK -TW 14 lA4 AA YG m AA V 19is IIOI 111,V®1 VImN xlx ]A vM.%' TpW-lw G)9 192 {A GS n n • 11!Ml TIIM®1 V/JOAA17QIM-iw 615 112 AA 4iA n n r na 1rx I`mi. 14v otA om1 A+yr.%• TI•rAA-TW Au nl u w n n �',I 1 0 ►*`� NOTES, (a) DENOTES EGRESS WINDOWT"luir ww� ALL WINDOWS SHALL MEET OR EXCEED MINIMUM WIND PRESSURES AS PRESCRIBED (b) DENOTES (GRADE FLOOR ONLY) EGRESS WINDOW .I /ZP.fX IN SECTION R613, TABLE R301.2(2) AND TABLE R301.2(3) OF THE RESIDENTIAL CODE (c) DENOTES NEW YORK EGRESS WINDOW fojv-T)S INC. OF NEW YORK STATE. + oa JORfpl ur ri 40DLf1011q n nu.9 SEE CALCULATIONS MANUAL APPENDIX 'G' FOR WINDOW AND DOOR (on)4 6'6"""'-""• ALL GLAZING IN HOMES ERECTED IN WIND BORNE DEBRIS REGIONS SHALL MEET MANUFACTURERS' WIND PRESSURE TESTING AND COMPLIANCE, WINDOW AND DOOR SCHEDULES OR EXCEED THE REQUIREMENTS AS PRESCRIBED IN SECTION R301.2.1.2 IN THE SEE CALCULATIONS MANUAL APPENDIX 'G' FOR WINDOW AND DOOR RESIDENTIAL CODE OF NEW YORK STATE. MANUFACTURERS' ENERGY CODE COMPLIANCE ,Aa Act x+`�A47 DRP 18 JAN 03 Y � TY DOVN JR. NOTE' TOP AND BOT of KNEE V F SHINGLES TO HAVE 6 NAILS PER SHINGLE NAILS Ed 1. OC. EkGE 6 INTERMEDIATE 1� / 2X1 BLOCKING BENEATH / ACH SHEATHING JOINT TACH AT EACH END /,• . V 16d NAILS*TOEMAILED / ST 1 FT FROM / / END NousE THIS PRINT IS OK /.•: /. i•: ' TO BE BUILT x p,s• 1 1/2' X 18 GA _ STRAP EVERY '/�� NAILS 8d 3' OC. T5 EACH RUSS Bd NAILS EDGE 6' MTERMEDIATE O�N��� - DBL STRAPSDFOR M / 1 1/2' x 18 GA W MPHOR HIGHER / STRAP EVERY 8d NAILS 3' O.C. AT BLOCKING ck"L4 TRUSS 8d NAILS / 5 EACH SIDE e 5.$' 11; DEL FOR 990MHPTOR PHIGHERS'y 61 O' S'H In A 9d NAILS 3' AND BOTTOM STAGGERED m 14141 USE SAME NAILING �•' p= 5 q AS FRONT WALL SHIPLOOSE USE NAILED .71 d NAILS 3' OC. STAGGERED AT FLA PERIMETER AND cLG RIHETER SEE SECTION #29 ILS (NEW CALCS MANUAL) '• OC EDGE 12tl INTERMEDIATE NAILS O STAGGERED TOP ❑ P T . T W ❑ STORY Ed NAILS 3' STAGGERED TO MODULAR BLOCKING A C FLR PERIMETERR T TO SILL PLATE 3.OL.-STAGGERED ENTIRE L N M S Ed NAILS 3' 6C. AT BLOCK SPLICE L . PAGE 10 BLOCKING AT SPLICE ENTIRE LENGTH OF IEIUSE / ras Pf or 120 MPH --ooZPJEX/ p`"�"'JON WIND ZONE - FASTEST MILE ll OlITES, INC DRAWN .Y. MTFi SCALES LAYEN FILE 1D DRP 18 NOV 03 1/1••P r Ma 12 FUTURE SURROUNDINGS/DICKERS❑N #2 UPLIFT EONNF TO IST MHEARVALL nsORY WALL MAIN MU IST TIONS QN-12251/NY MAIN HOUSE CORNER TO IST STORY WALL, WITHIN MAIN HOUSE IST START VALL - LER AND RIGHT MAIN HpUSE IST STORY MODULE TO SILL PLATE 6'-0' OF S CORNER - RAFTER TO PLATE TO $.C. EXTERIOR PANEL 16tl TOENAILS ! 3' D.C. 'Tp THE BEST pF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT USP STRUCTURAL CONNECTOR RT(8 ! 16' O.C. WITH (6) 7/16' USE WITH Ed NAILS ! 4' O.C. PANEL EDGE Btl x 1 1/2' NAILS IN RAFTER, (B) Btl NAILS IN PLATE, MAIN HOUSE. SILL PLATE TO FOUNDATION 1, THIS FACTORY ET OF FMH PL HCNC (MN) PUN HAS BEEN APPROVED AND (6) Btl z 1 1/2' NAILS IN STUD MAIN HOUSE.PAWL STORY WALL - FRONT AND REAR 1/2' AIA ANCHOR BOLTS ! 15- O.C. WITH 12' MINT IN FROM A SYN N SET 8- MH PLANS PREVIOUSLY APPROVED BY AOS, EXTERIOR PANEL EMBEDMENT IN CONCRETE OR IS' MINIMUM EMBEDMENT IN APPLICATION NO. MENMO2-OTA, MANUFACTURER'S NO. MI168, 6MAIN-0 HFC ROOF TO IST STORY WALL, NOT WITHIN 7/16' OSB WITH Bd NAILS ! 6' 0.C. PANEL EDGE MASONRY WHICH HAS IAT BEEN MODIFIED IM ANY MANNER. 6'US OF CORNER - RAFTER TO PLATE TO STUD USP STRUCTURAL CONNECTORNRAFTRT ID ! 16' O.C. WITH (6) 2. THE ENERGY PORTION R FMH PL/JR HAS BEEN PREPARED USING PARI 5 Btl x 11/2' NAILS IN RAFTER, (B) Btl NAILS IN PLATE, OV RO E, IpI• RY TION SHEATHING OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE (ENERGY LODE) AND f6I Btl z l I/2' NAILS IN STUD MAIN HOUSED IST TDX6 TO FOUNDATION(2) 7 MAIN MUSE. ROOF AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE USP DOUBLE S TD%6 WITH (2) )DIA OIA BOLTS IN 1/16' ASB WITH BLOCKING WITH ed NAILS ! 6' O.C. MAIN HOUSES IST STORY NODULE TO FOUNDATION 2x6 DOUBLE STUD AND (M ]/B' AIA. ANCHOR BOLT PANEL EDGE AND 12' O.C. AT INTERMEDIATE SUPPORTS WITHIN 6'-0' UR CORNER - STUD TO 36 e4Y WITH 12' MINIMUM EMBEDMENT IN CONCRETE fR IS' USP STRUCTURAL CONNECTOR D (9) 11 ! MB'/4 WITH MINIMUM EMBEDMENT IN MASONRY MAIN HOUSE. WALL (NON ILS @1ALU MAS NR NAILS INTO STUD AND (e)ALL x 2 1/a TITEN ie- D.C.OSB WITH Btl NAILS ! PO O.C. PANEL EDGE AND MASONRY SCREWS IN FOUNDATION WALL )2' OAT INTERMEDIATE SUPPORTS MAIN HOME, IST STORY MODULE TO FOUNDATION MAIN HOUSE, FLOM NOT WITHIN 6'-0' OF CORNER - STUD TO MASONRY 19/32' USE WITH BLOCKING WITH Ed NAILS ! 6' O.C. USP STRUCTURAL CONNECTOR MSTAM36 ! MB' O.C. WITH PANEL EDGE AND 6. O.C. AT INTERMEDIATE SUPPORTS (13) 10d NAILS INTO STUD AND (8) 1/4 x 2 1/4 TITEN MA NRY SCRE"WS IN FOUNDATION WALL TD%6 • � . I i➢%6 I I V I 1 I 1 I I 1 I �1 I SHIP LOOSE 2-8' SECTION O SHIP LOOSE 2'-B' SECTION OF SHEATHING TO BE OF SHEATHING TO BE INSTALLED ON SITE INSTALLED ON SITE ACROSS MARRIAGE VALL L_J ACROSS MARRIAGE WALL TD%6 TD%6 O �w I I ®-SHEARVALL LOCATION p-HOLDDOVN LOCATION Z O 151 �� I I I I F IONS I I ------------------- I THBP6,LYOP 2858-CUSTOM RANCH PffRfE'CTJON �ZPEX/� 1st STORY HIGH WIND FASTENING ffoffs, INC DRAWN By, DATESCALE LAYER FILE NOS KH 8/31/04 1/d'=P-0' SH3/FP3 A12251 FUTURE SURROUNDINGS/DICKERS❑N #2 /07eqo QN-12251/NY OF Nft PLUMBING VENT THRU ROOF [ ~i A 3' MIN. VENT STACK NOTE- VENT THRU ROOF CONNECTION TO BE COMPLETED IN FIELD BY BLDR/CONTRACTOR RTIO 8 16' o.c. 26 GA STRAP WITH ALLOWABLE (3) 0.0915' x 1 1/2' LOAD 342 Ib WATER TIGHT— WATER TSG NAILS EACH END CONTINUOUS RIDGE VENT � (1) 0.131- TO PLATE)x 3' TOENAILS (END PLUGS AND CONNECTORS INCLUDED)( (P 30 YR. (2) D131' x 3 1/4' NAILS 26 GA STRAP WITH ARCHITECTURAL STACK TO EXTEND (TOP CHORD TO PLATE) (4) 0.113' x 2 1/2' NOTE 12' MIN. BELOW ROOF NAILS EACH END 50 ROOF FELT LINE AND HE WATER NO REDUCERS ALLOWED (1) 0.131' x 3' NAILS 7/16. OSB ROOF TIGHT THRU ROOF ON STACK WITHIN 12' (PLATE TO PLATE) SHEATHING OF UNDERSIDE OF ROOF (V 0.131' X 3 1/4' NAILS z.z sx k(YLM Trts (TOP CHORD TO PLATE) •\ MAINTAIN 2' AIRFLOW NAILS EACH END INSULATION a BAFFLE 26 GA STRAP WITH 1v (10) 0.148' x I 1/2' R-38 FIBERGL SS NAILS EACH END INSULATION V TH DRIP EDGE 4� VAPOR BARRI R 2.6 SUB FACIA ALUMINUM FASCIA 26 GA STRAP WITH 7/16' ❑ PERFORATED VINYL SOFFIT OO) 0.148' x 1 1/2' DHL 2x6 SHEATHING (TYPICAL ALL EAVE OVERHANGS) NAILS EACH END OR PLATES EXT. SIDING zez sro•x aauc.111 a lI.ac 3-2x6 HDR 4/4 VINYL WITH SOLID 1/2' PLYWOOD FILLER DBL. 2x4 1/2' GW R-19 FIBERGLASS 2x6 STUDS TOP PLATE INSULATION WITH VAPOR BARRIER 2x6 STUDS DX6 ALLOWABLE 2x4 STUD O LOAD 3920 lb m O EXTERIOR 2x6 SHEATHING BOTTOM PLATE 7/16' OSB MSTAM36 2x4 BOTTOM PLATE 19/32. OSH 8 48'o, SUB FLOOR ALLOWABLE BY APEX 2x10 SPF 02 AT 16' o.c. LOAD 276 Ib 2x10 JOISTS AT 16' o.c. 10' CONCRETE MASONRY UNITS BY BUILDER 16d TOENAILS OR POURED CONCRETE WALL$ 8' (12 COARSE) 8' FIBERGLASS SILL SEALER PARGING COVEREDANCHOR PRESSURE 3 DIA PIPE COLUMN BOLTS TREATED WITH BITUMINOUS BASEMENT FOUNDATION WALL FORRBASEMENT FOUNDATION SILL PLATE COAT BELOW GRADE ON SITE BY OTHERS. SEE FOUNDATION DETAILS (DN SITE BY OTHERS) EXPANSION BASEMENT STAIRS ARE DESIGNED BASED ON 4' PERORATED BRA[ JOINT 12 COARSE BASEMENT WALL WITH FLOOR AROUND FOOTING POURED ONTO FOOTINGS AS SHOWN. IT SHALL PERIMETER MIN, 4' POURED BE THE RESPONSIBILITY OF THE BUILDER 1N 4. 2B CONCRETE SLAB TO INFORM APEX HOMES IF THIS APPLICATION STONE BED MIN, 6 MIL. POLY VAPOR IS DEVIATED FROM. BARRIER OVER 4. 2B 4' POURED CONCRETE FLOOR STONE BED MIN. 20'x10' CONTINUOUS CONCRETE FOOTING CONCRETE FOOTING PADS SEE INDIVIDUAL FOUNDATION NOTE ALL EQUIPMENT, DUCT WORK, CHIMNEYS, AND EXHAUST DUCTS PROVIDED B ALL FOOTINGS SHALL BEAR PLANS FOR SIZE AND LOCATIONS INSTALLED ON SITE UNLESS SPECIFIED N SOUND, UNDISTERBED, VIRGIN ALL VAPOR BARRIERS INSTALLED ON WINTER WARM SIDE EARTH AND SHALL BE INSTALLED (� CUSTOM BELOW LOCAL FROST LINE !/�/� 2050 CUS IOM RANCH �/IJ / TdE P6.IX OF O DESIGN BEARING CAPACITY !/'//�. �J�i PERFECT/ON (� OF SOIL 2000 PSI REFER TO SUMMARY PAGES FOR HOL➢DOWNS AND STRAPPING �j +' ,}/r E�( j]�J/Y RANCH C R❑J S SECTION HOjiff, l DRAWN HY DATESCALE LAYER FILE NO DWP 10-4-04 I/4 =r-o' SH1/FRI A12251CR ' FUTURE SURROUNDINGS/DICKERSUN #2 QN-12 5i/NY 'TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT 1, THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN APPROVED FROM A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY BUS, APPLICATION NO. M1160-02-074, MANUFACTURER'S NO. HUGE, I WHICH HAS NOT BEEN MODIFIED IN ANY MANNER, 2, THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING PART 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE THESE PLANS HAVE BEEN EXTRACTED FROM APPROVED THE FOLLOWING ELEMENTS OF CERTIFICATION BUILDING SYSTEMS FILED WITH THE STATE REQUIRED BY THE MANUFACTURER TO EXCLUDE EACH HOME ARE AS FOLLOWS, 1) DESIGNATED ONLY FOR ERECTION ON A SITE-BUILT PERMANENT FOUNDATION 2)NOT DESIGNED TO BE MOVED ONCE INSTALLED III 'I 3)DESIGNED AND MANUFACTURED TO COMPLY WITH NATIONALLY RECOGNIZED MODEL NY, CERTIFICATION FOR MODULARS BUILDING CODE OR EQUIVALENT TO BUILDING CODES FOR ON-SITE HOUSING, YES X NO DR WITH MINIMUM PROPERTY STANDARDS ADAPTED BY THE SECRETARY PURSUANT TO TITLE 11 OF THE NATIONAL HOUSING ACT, AND 4)TO THE MANUFACTURER'S KNOWLEDGE IS NOT INTENDED TO BE USED OTHER THAN ON A SITE-BUILT PERMANENT FOUNDATION. 013 TH9 - - - - fC'l� torr_ 111Tr .,1�'� SLAB AND POSTS ON-SITE BY OTHERS 074. B-� q/l f7lQl�l4 BE NOTE — ACTUAL HOUSE MAY VARY FKTTmTlELoFZ99 CT A-11 TAW P.NdA' OF 2858-CUSTOM RANCH PEXN FRONT ELEVATION HOn[j IJpL. DRAWN BY DATE SCALE, LAYER, LE NO KB 813IZ04 v+'=1'-D' A12251 FUTURE SURROUNDINGS/DTCKERSON #2 QN-1 251/NY 'TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT 1. THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN APPROVED FROM A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION NO. MNBD-02-074, MANUFACTURER'S NO, M1158, WHICH HAS NOT BEEN MODIFIED IN ANY MANNER. P. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING PART 5 OF NEW YURI( STATE ENERGY CONSERVATION CONSTRUCTION CODE (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE DE I 0 0 rrII nn % X wwRSP. �!sNA ,A w I � Vi IAVLT@JNYpN x: "A A1lNlT � a I ' i % %YA dt�oed =l�w I ' NOTE — ACTUAL HOUSE MAY VARY FROM ELEVATION A-1,2 THEPEffOF 2e58-CUSTOM RANCH .� PERFECTJON REAR ELEVATION HOMES, It I L. DRAWN BYE ➢ATEA SCALEi LAYER i FILE Nps KB B/31/04 1/M'=1'-0• A12251 FUTURE SURROUNDINGS/DICKERSON 42 QN-1 251/NY "TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT L THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN APPROVED FROM A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION NO. MH68-02-074, MANUFACTURER'S NO, M1168, WHICH HAS NOT BEEN MODIFIED IN ANY MANNER. 2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING PART 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE 12 12 Elm O� ® rnmTBNniYwN i RIGHT SIDE ELEVATION PORCH RNNE SLAB LEFT SIDE ELEVATION AND POSTS ❑N-SITE BY OTHERS aNn. i•< s NOTE - ACTUAL HOUSE MAY VARY F"TELQEVATJI�ON A-1.3 T96 -lCTlOA 2858-CUSTOM RANCH FFRF£CTJ�OTN/ SIDE ELEVATIONS HO+ L✓J Z1 , DRAWN BY DATE. SCALE AYERi E NO KH 8/31/04 v+'=r-a' A12251 rUTUpC �-UPPOUNDIN63-/DICKLRSUN H2 QN 12251 /NY TO THE REST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT ALL EXT. LOAD HEARING HDR'$, WITH SPAN OF 4'-5' OR 1. THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN APPROVED LESS WILL BE (3) 2x6 SPF H2 ALL OTHERS WILL FROM A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, ® 4'X10' FLOOR REGISTER (6" FROM WALL) 8 REQUIRED BE SPECIFIED ACCORDING TO NEW CALCS MANUAL, APPLICATION NO. M1168-02-074, MANUFACTURER'S NO. M1168, TOE-IQCIC HEAT GRILLE ( LOCATED @ WET AREAS) l REQUIRED WHICH HAS NOT BEEN MODIFIED IN ANY MANNER. ® 6'X14' HIGH/LOW AIR RETURNS @ 87' B 18' AFF. 5 PAIRS REQUIRED 2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING PART 5 ALL M/W HDR'S, WITH SPAN OF 4'-T OR LESS OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE (ENERGY CODE) WILL BE (4) 2.6 SPF #2 ALL OTHERS WILL AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE BE SPECIFIED ACCORDING TO NEW CALCS MANUAL. 9'-6• 24'-3' 34'-7 1/2' 41'-3' 45'-3' 53'-6' 58'-0' RD, 3' 1 3/4'x4' 9 3/4' (� HDR (3) 2x10 SPF M2 ❑D RNDAPFSALABEL LOCATIONTE, STATE L 10 R,p, 2'-5 3/4'x3'-5 3/4' ❑B � GLAZED R.D. 2'-5 3/4'x3'-5 3/4' (,� (SEC 4 PG 29) u24nz W2442 VAL 36 41 B- 4' �— �• 9'- 1/2' LASED 2' FUN Vi ) 7236-ST 224 B24 SB 36 C \ N 3' RADON VENT 9P " u" BATH 112 2 3/4AlISUPPLY 3/4' HWBB �— w 45' HIGH WALL .�. SUPPLY LINES 19'-8' KITCHEN nwR 3'-R - _` UTILITY ID '� 1 3'-B 5'-5/1 2" ,`� (U F-3 1/4' III1- N 60x36 WIRE FpR 1 ti DINING ROOM SPACESOR VI i t dv T a N 0+ o 91.81 $Q. FT. MICROWAVE Illi`I 31 '- 2 �— J p' DWR 2 3/4'-L __J \ rc BEDROOM 03 BFlTH N1 7.34 LIGHT REO'D 7'_3' 101 2'-11' m wT�sq iu 153,96 SQ, FT, 3.67 VENT REQ'D z❑K m 12,32 LIGHT REQ'D 23.78 LIGHT PROV'➢ ❑ F======"H y s c f9 6,16 VENT REQ'D 14.70 VENT PROV'D D` F-r 'S d 16.40 LIGHT PROV'D h PAN iDB12 (,Po- K SHIP ti J 22,91 VENT PRO V'D 2'-6' ❑ .a 12' x 2' DROP Imo_ W3625 J W2442 C2 I CO Q ---- DRYWALL HEADER--- ❑ ti v ❑B QHALL 9'-5' 12'-3' 3'-11 1/2' BATH H3 \ .\. 32'-2' `D HALL H2 3SHIP LOOSE 2'-e' SECTION - ¢ J �OF SHEATHING TO BE I --- — 3 U I___ __ ____________ ❑ SHIP L SE 2'-B' SECTION s-10 1/2 -- 2OF SHE THING TO BE INSTPLLE➢ DN SITE � � INSTALL D DN SITE PCROSS MPRRIPGE WALL �p O ❑K ❑jWB 4'-7 1/2' 4'-7' OMIT 2'-B' SECT Q CLD 5 WALL GYP CLO CLO (3) 2x4 SPF N2 ----- ------------(3) 2x4 SPF D2 12'-6 1/2' l'-61/2" z BEDROOM #2 LIVING ROOM a BEDROOM 01 O ' 166.25 SQ. FT. 2451.16 SQ. FT. '\' „207,D0 SQ. FT, DO 13.30 LIGHT REQ'D 19.61 LIGHT REQ'D 16.56 LIGHT REQ'D :D 6.65 VENT REQ'D 9.81 VENT REQ'D 8.28 VENT REQ'D 22.60 LIGHT ROV'D j 33.90 (LIGHT PR I V'D rt, 43.60 LIGHT PROW'D 11.80 VENT PROV'D 4'-10' 36.90 VENT PROV'D 23.60 VENT PROV'D iu O —\ \ u ry 1 0 FOYER i 1` a GtM�E9 15'-10' 3'-0" I:r 19'-0 1/2' 18'-0' r A 0 V R.O. 3' 1 3/4'x4' 9 3/4' 121-W R,p, 3' 1 3/4'x4' 9 /41 21'_11" 31'_4• HDR (3) l 1/2x9 1/4 M.L. HDR (3) 2x10 SPF 112 (SEC 4 PG 29) 1 48'-5' (SEC 4 PG 29) 58'-0' 17'-2 1/2' R.O. (EACH) 3' 1 3/4'x4. 9 S/4' R.O. (EACH) 3' 1 3/4'x4' 9 3/4' 1 1 20'-4 1/2' 1 HOUSE TO BE PORCH ROOF OVERHANG - ONSITE ERECTET SOUTHOLD, NY Q Ir.............� SUFFOLK COUNTY m I 1 USE HIGH WIND PACKAGE 1 45 LB, SNOW ZONE 20'-5" L............. 120 MPH, WIND ZONE (3 SEC GUST) 26 PSF, WIND LOAD ----------------- -- SEISMIC DESIGN CATEGORY - B A-1,4 NOTES, LBUILDER IS RESPONSIBLE FOR PROVIDING A PROPERLY SIZED HEATING SYSTEM TO COVER A 71,000 BTU LOSS / TZIEPe4A' OF 2e58-CUSTOM RANO 2.HEAT LOSS WAS CALCULATED W/ R-19 INSULATION OR HEATED BSMT APsnFe'caFov DENOTES ADDITIONAL COLUMN IN BASEMENT frPEX 15't STORY FLOOR Q M 4.CLG BEAM OVER LIVING IS TO BE (4) 1-1/2x18 Al. (SEC 4 PG 100) HoMEs, lyc. DRAWN BY, DATE, scALE, LgrER, FILE no, 5,7/12 ROOF RAFTER R 16' O,C, KB 8/31/04 1/4'=1'-0' SHI/FPI A12251 FUTURE SURROUNDINGS/DICKERSON #2 'TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT Q N-I '251/N 1. THIS FACTORY MANUFACTURED HONE IFMHl PLAN HAS BEEN APPROVED FROM A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION NO, MIIGS-02-074, MANUFACTURER'S NO. M116B, WHICH HAS NOT BEEN MODIFIED IN ANY MANNER, 2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING PART 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE F--T ALL BEDROOMS ARE ARC-FAULT PROTECTED FL WP 1 )K)K-GAS LINES ON-SITE BY BUILDER %L - GI CHIMES p� 10'-550OBTU P WP TV 6FI WI S c51 311 LCI F = t2' 00HTu I• s zU 1 • III — ��i � � �y I CT GFI _ m 1 • TOE KICK V L-_ J I ----J r BOX AND BLOCK III I I FOR PADDLE FAN Pon I OMIT LT FONE LY -� y_______--_— CT IBJ 1J_ F 1 1 1 CT GF[ I r GCI SSS 1 1 L � JI I �I $ LFL l3 CO 11 PULL 78 11 (WIRED L BO% IN FLR II L—— 1 FOR BSMi SD 11 S° co I I II 1 II F F _m _________JL_______________ ELEC. DROPS S W/ 22' COILS ----m S-FiV M r S S S0 I 1 I I 1 1 I' I m BOX AND BLOCK I g FOR PADDLE FAN TV rt F_7 ______________J P ___________________ ____-_______ -, 6'-3300BTO I CHINES TV ® S3S Y-2)sOBTU ® 10'-5500BTU 8'-440OBTU p I %L ELEC. DROPS I AFI I /I� •••/ B OILS � mO n P ,awA \-/"• FAIII.TBMfY.YJN •'.� s = Q. AID6R(T • � I I i N1.• 1'lEnli} x� c11d0E6 U� ,,• w C "tl _______________ ______________ ' 'v j,/�(� f '© 7200, V V 1 A-1,5 V/!< / MRPP.aroF 2858—CUST❑M RANCH PA'RFd'CTlON �ZPJ&'�/�I/'��T(� Jpj/� 1st STORY ELECT , PLAN HOWS,✓T 11 Y DRAWN BY, GATE SCALE AYERi ENO I(B 8/31/04 1/4'=I'-a' SH1 7EL1 A12251 FUTURE SURROUNDINGS/DICKERS❑N #2 A. IT IS A TRUE FOOTPRINT OF THE NIT BUILT AND IS SPECIFIC TO THE SAID UNIT. B. ALL LOADS HAVE SUPPORT COLUMNS FOR ALL OPENINGS GREATER THAN 4 FEET1 IF ONE IS MISSING, E 'TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT INSTALLED ONE NEEDS TO BQN-12251/NY 1. THIS FACTORY MANUFACTURED HOME <FMH> PLAN HAS BEEN APPROVED C. IF FILL IS MORE THAN 5 FEET, USE 12 INCH BLOCK ON 20 INCH x 10 INCH CONCRETE FOOTINGS, FROM A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, D. FOUNDATION DRAINAGE AND DAMP PROOFING TO CONFORM TO CODE. APPLICATION NO, M1168-02-074, MANUFACTURER'S NO, M1168, E. BACKFILL TO BE IN AND TAMPED PER LOCAL CODES, WHICH HAS NOT BEEN MODIFIED IN ANY MANNER. F, ALL ELECTRICAL AND MECHANICAL INSTRUCTIONS TO CONFORM ,dyll�j1 ENT STATE AN➢ LOCAL CODE REQUIREME'N TS. BASEMENT 11 'B}� 1'.i.., �� Or THE ENERGY STATTElENERGY CONSERVATION CUNSTRUC71ON CODE (ENERGART Y CODE) G COMPLIANCE WTOLDR ENNERGYSEMENT REQ IR MENTSG PER USECTIO MAY BE SO (B3)"NkDgW: Of OF PAD REGULATIONS O� COMPLETE AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE INDUSTRIALIZED HOUSING. 7 S7� H, MINIMUM 6 INCHES FROM BOTTOM OF GRADE TO SIDING NEEDS'STI]`BE'IP'ROVIDED AT SITE, I. PURCHASER RESPONSIBLE FOR ALL SERVICE ENTRY CONNEPvTIONS AND ON-SITE TESTING AS REQUIRED BY LOCAL JURISDICTION, F-2, J. FOUNDATIONS' PRINTS MAY NEED TO BE SEALED BY A PROFESSIONAL ENGINEER WHERE IT IS A REQUIREMENT OF THE LOCAL JURISDICTION. r ___________________________________________ ._0 .._._ r„________________________________________ r-- � I � I I I I t�,ry .� j lqo -�Y !"A.dY11J '"` 'NOTE ' yf7�6 OCATI S SHOWN TO HE BTAF SE;`�OY;tAT.PRQDUCTION STAGE I j °' I 4�U O ' UD�COCATIONS REQUIRED, ------------J ii 11 �1t NQgdy yy I O lii � I I lAC.IT'A3V34?w FIF)AnlA.li U'74�; I I I s I � I 4`2j .3rJl.)O i"VI'LP 'J�il-IrUC4:' I I n I 01 r O �I'-O__Io i 4 9" '- 'IiJ,1HIB9R --0 W-10- 404 u�UFY�-6'ic1J�� @L______I 4 -9" . Z.3 O 'DVC, ._---- I I m <�. FOOTER W/2 1/2' I DIA. COLUMN I FOUNDATION DRAWINGS ARE TO BE USED AS i A GUIDE ONLY, APEX HOMES WILL NOT ACCEPT ANY ,.. ' t. 111 VLi i.. h'? -1 __________-- — I LIABILITY OR RESPONSIBILITY FOR INCORRECT FOUNDATIONS Yi('I' i;'r ' U .n ja L ________ , I ----------------- ,�,+(�.,� ;�;���A1,r_-----__—_— 8' MINIMUM CONCRETE WALLS __ _ J L_____________________________ I - _______________ OAS R — I I I I i j O' yt4; ••fii,�Y pw 17'-2 1/2' l i1''hir, _ Irl �?�•' D^e�T N . r qr�: . _ 20'-4 1/2' RC1 + MOTESi R ADDITIONAL INFORMATION SEE FOUNDATION TYPICAL DWG, A15, A16 OF THIS SETL-------------------__ '{ U 2.PERIMETER RAIL ATTACHED TO SILL WITH 16d. NAILS AT 3" O,C. -- ------------J e�Y •. �� ,* �� 3.PIER FOOTINGS BASED UPON 2000 PSF. ALLOWABLE SOIL BEARING PRESSURE 4-CONCRETE COMPRESSIVE STRENGTHS 2500 PSI SAS ���!► 1.6 5.M OR S TYPE MORTAR TO BE USED l�j A 6.MAX, ANCHOR BULT SPACING, 1/2' DIA. @ 3'-6" O.C, 7.WINDOWS OR VENTS (INS'TALLED BY BLDR) ARE REQ'D, TO PROVIDE 1/150 OF FLUOR AREA AS FREE VENTILATIONTHWPaaxm•' 2858-CUSTOM RANCH AND SHALL BE LOCATED AS CLOSE TO CORNERS AS POSSIBLE, �I7E�r PERFECTIov 8, NOTES ON THIS PAGE TAKE PRECEDENCE OVER NOTES ON TYPICAL FOUNDATIONF❑UNDATI❑N PLAN HOr/�j��T[l'.<1 J, INC. PRAWN BY DgTE SCALEi LAYER. FILE MI KB 8/31/04 1/4'=r-o' I A12251 APPROV,/D AS NO�T�E,D��j � DATE: ID l B.P.g COMPLY WITH AU-GOOFS OF NEW YORK STATE F -TC,,NN CODES -� - - AS REQUIRED AND I ON 'TIONS OF N r FFl 18�61 iLoln�c AT SOUTKI iTOW! 7 65-1902 �pn .R THE FOLLOwu SOUTHOLDTON'NPu,IININGBOARD 1. FOUND iIOi vj REQUIRED SOUNLOTOWNTRUSTEES FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING N.Y.S.DEC 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW OCCUPANCY OR YORK STATE. NOT RESPONSIBLE FOR A DESIGN OR CONSTRUCTION ERRORS. USE IS UNLAWFUL WITHOUT CERTIFICATE FLOOD ZONE /V OF OCCUPANCY COMPLY WITH CHAPTER "46" FLOOD DAMAGE PREVENTION SOUTHOLD TOWN CODE. UNDERWRITERS CERTIFICATE; CERTIFICATION OF REQUIRED NAILING & CONNECTIONS REQUIRED. PLUMBERLUMBING CERTIFICATION ALL PLUMBING MBINNGWASTE ON LEAD CONTENT BEFORE &WATER LINES NEED TESTING BEFORE COVERING CERTIFICATEOFOCCUPANCY SOLDER USED IN WATER SUPPLYSYSTEM CANNOT EXCEED 2110 OF 1%LEAD, DO NOT PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN APPROVED. RETAIN STORM WATER RUNOFF PURSUANT TO SECTION 45-IOC OF THE TOWN CODE. ALL CONSTRUCTION SHALL VEETTHE,REQUIREMENTS OF THE CODES OF NEW YORK STATE. I 6� r� F-1. I - fi T _l Mf J w �i-0 17L 4�z _ 58 It if s ozea� ,'IS' : F i :,�.,_ .� � fl { - - l� � - of rr�^ ��3 .. .-+"" •....-..*+.M»,.rvM ���wnMe� .' - wl �i�' !{ 'Y..... —rhr �, .�. �-','' i-{ �....-�/ "-'�'1-IY�:� _ .. � � ', •�V�' �(�'�l.,V T'- - r. .rel r a ,r q' Q Nryp�p:. TABLE t ' TdtMrwxtwiil�sflowaalwiadrhtetwi.11 1a' t0reaasMuedeaauaw - Mµwl�Nllnw waif aMMlfllvtsr�l�wwFrw+nl/ioMrriltaes*rsfl�if�wllft rrrt.' sinm i "" Mar4s+w 9�to npt#rtk" �' nM�w.wM ► 14dntatrrdattNotM'wiatt*asd afMyy,.Y siiaa.aa��rinsiA as�4 rid:Ywlld' sir,,.:_..� . :-: — 3vlc _ 1.s 30 N�tt�laf'M7SMMdw4YWrltl/e+IfM7rllka(EM.�Y.41` *-rrd[/r+ty�puppdtilNily'CM - 7aw,r, 2 . bdyytlit9Mdandiyl ntl�rraYrwlMtr[tatta.�pttrto wlaWnias - � —..x.rw 4W20x u .UnMrrMiOWK�Mrs4M'iulp'rly rlhO�RMn,,AyYI.Yt�MArddlsrsS .dM1oa�aelsyMtxnMbYw - It10-.. MilkrYs.Al.AYty fawlelnM agMMla•..rwwMMigIJ1�IMMYbiMt'tM,Mdr OrR rUTY g. re, '�w,•i 'dM Ardwv 1{IkM t C�dmv^k"Of tt�h XW�iY,K .—fYNh iNI _.^. tl0 xadEYNtttNkdYy�Iiet.ddoltns'dlwaa0r dtttlla»9'rr of ar datuuctw ohsp4opaM1r Man r.s. 3 - tpYr�tlEowhkfMYll�?mid!9�IdiYwf�Ili�dlindMnt�tUJ4R�ruxibwMb'oalw .. :.�s ' � n« x• ae is ua� Iwrd " 't�hal0raad4oslsr'or pdWplddw6MtaW7t ryraa6seayaeter a4Ya!a dfnat er wdh*, . !'4YofMruarligirlg5'}Mpby 4FAaPdYinsdr OWNthervlwM afthmdtiw MuWd1}egwdwwiwhw arnot k yr�dtNaMu h,'awMP 6d�m11dM 6trwvldr. . TABLE x '. ,Ileadxs;W ryJMtl.palNYSaWdiy,G8+u6dtln'.ntowr�MiaiMbMr�'and VyuddaRI A'ItryaxtltAp ptaar•9:lIN/p{y3t,dqt.Al iUdslsMwlMroR.4N1a+sd rNh afnMNar>eil vwn. FORSHUTRAS eeTlON p axa ne¢1aN wn1losrNOarxwxixlow roa sNumsswryt xxrr�t 1.u�ltausre 4wtlsdtyodgsrstona. �....�r A PA- • AtdtMelislrl dx "r"'9�,MIM•dYMlMiawl�r+orwosomm Bma ft Mw?61m.0 fhu0x3M01MJ wur.Mrhaiq -----�,,,,_ Swns—�.°MIW/s;M - 24u ^I 1*i�'IMMIrI)lrlwlb"u111MMwMbM.I�I�M.9oWY1lM{tN. - OW ' 3T/I6' 1.S Q3 0.2 . 0.3 -0.1 03 Oa,- + 4010 ,, 2.1 of , u 0.2- a? 04 0.3 •v.i 48/26 3.r igaaFOa 4S. r.6 - 0.1 01 ' 03 ITS 0.9 uxi:n Window,and g6mii ndolrltte" I Yw«w .fix ASTME 1N86A7 sud ASTME 0909 Por%9rxph 6,or IttvatuntObutt'o*with, attachtd hardware pravided.ikt&ib picot c„r or eseeed the"Ina eata grNeaY Yatic '' .. 4 lai0war State ttuilding Code ., OUNbA [ 7N AI (M NOT- &S - See f Yutohy"a ON.,pwn Sim ng 6 tonde#si1B - 1 in Tye. 7 k , Uft i{ i"r boha @ 10"6.cr' � (�2"tYmiltCmrd 7(5� T0o 9itwal Past Tension f _-;j v , - QIGikPHOlid { uuec ,tWA 1 AT0`RIA u>A& . wn tSbSftl p _.. ! Lorr"._.w� r" tloks 7$ o c. app O '*m 04sodon'3M100Gpsi e000rar$) m' 060"0towN01 on 4)e I ! p" ' t�51b1S11i'3E DCf�RN. r`k J 3r Atl f4�wu wte�cntec�1'crk Sineiikulg Coda aWslt bv � *} p '.1Wrm p}lltkw 40 0 tI1tPi {jt t 1 :Q rIPCiYd i ^+t+wr, V r�' �i' �.r�y '�i�� � �iy y [l`i." " - •F ,t , 1 tkll}�,li� , .j++,+'dS _ r,,rt',`- -'�' % a4 WisO '�* �' rrlttl0>In.PII,AA��19 ar6Q7C ttA�tq"pet<;fIp- r .T i:oL Y ] ru w r jl� �- ���`�� OF 7 200: °0l + -- - �} \� "b go Yfr:N volz p . �` � 1"lN,�f1�{i �. f Wrl1 a.i�!�t; I �� � � � I _-._.__—..._-.., , �' .-✓--_�� —._.._.�_____— J�__ ___,._ —_ _ __ _ _ _ 4 .t71�:±' C A 7 1 ; ,� z q / C7 f. / 1t IF �Z_ f[,Ar s � . • 'I` IE j�j w . - �� _� � �', �G'!''/1 fy j , � �tc-6' �X�'+�pn"t>i� f7/ �' , �+ �..-y f•.' ��cC,l'.�f?„'��•x1r�Ar/'�, • r -\xx y ' ��.�C. rl.�Ii ' x � r. �� - � r'� -.. {,.hsf ri�/.��+ �✓ 'r"f '�f e'�.�..+�-t,.'i . �' �• ie r ' ' d i rG f:t.' r fi Y F 7MFir Gk JJ % . �' � °J7C'()�� __. .. r � s1 �'1')Tr ,r x.;t'�r" `rrt' � `. ,7 v — •* .� / \ 2�� °'� I ' � r �rt ' 'S a,rf , - � 0(-lam 4' ( » � lfr '�� yi, h�,t �•� - � � � � r m r _ IQ L jird- _ E �i y / ,.r � � C, 15..� �.'i'� ) '� ! o7:' �;0 621 5 r )r! r r«-7�r rlli art• OF Wind Analysis, Shearwall Design and Miscellaneous Structural Calculations EhA*SC> DE 3 1 G G R O U P Future Surroundings / Dickerson #2 QN-12251 / NY Southold, NY Prepared For: Apex Homes, Inc. 247 US Highway 522N Middleburg, PA 17842 Prepared By: Larson Design Group, Inc. F.O. Box 487 1000 Commerce Park Drive Williamsport, PA 17703=0487 Telephone: (570) 323-6603 LDG Project No. 6314-008 OF M!�► Phase 013 Date: September 2004 ff L A R S o N JOB Apex Homes, Inc. QN-12251 /NY LDG: 6314-008 ' SHEET NO. OF E S I G 114 Architects-Engineers•Surveyors CALCULATED BY BCR DATE 9/23/2004 G R O U P P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY DATE Phone(570)323-6603•FAX(570)323-9902 SCALE j I I I I I ' I II ' Table of Contents j ' General Notes Sheet 1 Summary j Sheet 1 thru 2 ' Engineered Design-Calculations Sheet 1 thr 9 9 u34 Roof System Connections Sheet 1 thru 20 4HI L A R S o N JOB Apex Homes, Inc. QN-12251 /NY LDG: 6314-008 ' SHEET NO. General Notes 1 OF 1 E S 1 G N Architects•Engineers•Surveyors CALCULATED BY BCR DATE 9/23/2004 G R O U P ' P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY DATE Phone(570)323-6603•FAX(570)323-9902 SCALE ' General Notes: ' The attached computations have been prepared to satisfy State of New York Department of State requirements pertinent to approval for manufacture of modular construction within 110 to 120 mph wind zones, in accordance with the Residential Code of New York State. The computations are prepared to specifically comply with the nine (9)items of information required by the Department of State memo issued on January 7, 2004. I � I I I I � I I L A R S o N JOB Apex Homes, Inc. QN-12251 /NY LDG: 6314-008 SHEET NO. Summary et 1 OF 2 E> ESI G N Architects•Engineers•Surveyors CALCULATED BY BCR DATE 9/23/2004 G R O U P P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY E DATE 4/Q 71-4 ' Phone(570)323-6603•FAX(570)323-9902 SCALE _t4_+ ' Summary The following information is provided as a summary of the calculations. The summary is intended to address the minimum requirements listed in the January 7, 2004 letter to the Factory Manufactured Home Producers. ' Methodology ! This home is designed using engineered design methods accepted by the Residential Code of New York State (2002)and the Wood Frame Construction Manual-SBC High Wind Edition (1995). I Forces,Connections, and Fasteners Location Force Connection Fasteners Required Reference ' MainHouse: Roof to 1st USP Structural Connector x nails In Story Wall,Within 6'-0"of truss/rafter and (8)8d nails Comer-Rafter to Plate to 342 plf RT10 ry 16"D.C. in plate and (6)8d x 1 1/2" Sheet 6 — Stud (every rafter) nails in stud w Main House: Roof to 1 std )8d x 1 nails In c USP Structural Connector o Story Wall, Not within 6'-0" truss/rafter and (8)8d nails 240 plf RT10 @ 16"D.C. Sheet 6 m of Corner-Rafter to Plate to eve rafter) in plate and (6)8d x 1 1/2 Stud ( ry nails in stud o Main House: 1st Story Simpson Strong-Tie (13) 10d nails into stud, $ Module to Foundation, Connector MSTAM36 and (8) 1/4 x 2 1/4 Titen Within 6'-0"of Corner-Stud 276 plf @ 48"D.C. masonry screws in Sheet 7 to Mason /Concrete (every other stud foundation wall _ Main House: 1st Story Simpson Strong-Tie 1 Od nails Into stud, ' Module to Foundation, Not Connector MSTAM36 and (8) 1/4 x 2 1/4 Titen Sheet 7 within 6'-0" of Corner-Stud 174 plf @ 48"D.C. masonry screws in _ to Mason /Concrete (every other stud foundation wall _ ! I Location Force Exterior Panel Interior Panel Reference E Main House: 1 st Story Wall 7/16"OSB w/8d nails @ Left and Right 305 plf 4"o.c. panel edge nailing not used Sheet 14 a Main House: 1st Story Wall 7/16"OSB w/8d nails @ R 60 pif not used Sheet 14 ' _ = Front and Rear 6 D.C. panel edge nailing — I I I I An equal or better connection device may be substituted for any connection device listed. L A R S o ry .IoB Apex Homes, Inc. QN-12251 /NY LDG: 6314-008 i SHEET NO. Summary Sheet 2 OF 2 E S I G N Architects•Engineers•Surveyors CALCULATED BY BCR DATE 9/23/2004 G R O U P P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY i57 DATE % Z Phone(570)323-6603•FAX(570)323-9902 SCALE !Summary( 2ontUl ! CO) ! Location Force Connection Fasteners Required Reference — v Main House: 1 st Story (2)7/8"dia.Bolts in 2"x6"Double Stud Shearwall to Foundation 3920 Ib USP Holddown TDX6 and(1)7/8"dia.Anchor Bolt w/12"min. Sheet 22 embed.In Concrete OR 15"min.embed. — L Wall-Typical In Masonry Location Force Connection Fasteners Required Reference ' — e Main House: 1 st Story 235 If 16d toenails 3" m Module to Sill Plate p @ o c. N/A Sheet 25 0 1/2"dia.Anchor Bolts @ cMain House: Sill Plate to 3'-6"o.c.w/12"min.embed. In Foundation 235 plf Concrete OR 15"min.embed. NIA Sheet 26 N In Masonry ! i '. Location Force Sheathing Connection Reference 235 plf 7/16"OSB 8d nails @ 6"D.C. panel _ ' Main House: Roof (Shear) w/blocking edge nailing and 12"D.C. at Sheet 30 intermediate supports 8d nails @ 12"D.C. panel t Main House:Wall (Non- 40 plf — Shearwall ) 7/16"OSB edge nailing and 12"D.C. at Sheet 33 (Suction y intermediate supports 240 plf 19/32"OSB 8d nails @ 6"D.C. panel — Main House: Floor (Shear) w/blocking edge nailing and 6"o.c. at Sheet 34 intermediate supports i i An equal or better connection device may be substituted for any connection device listed. r L ^ R S o N JoB Apex Homes, Inc. QN-12251 /NY LDG: 6314-008 SHEET NO. 1 OF 34 E S 1 G N Architects•Engineers•Surveyors CALCULATED BY BCR DATE 9/17/2004 G R O U P ' P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY SJ E DATE 4/Z3/o g Phone(570)323-6603•FAX(570)323-9902 SCALE Wind Analysis and Shearwall Design j I I Design Criteria Building Description: Modular one story,wood frame construction Codes: Residential Code of New York State(2002) ' Wood Frame Construction Manual-SBC High Wind Edition (1995) Location: Southold, NY Suffolk County Basic Wind Speed RCNYS (2002) Figure R301.2(4) V= 120 mph (3 second gust) Per RCNYS (2002) R301.2.1.1 and R602.10.10, Engineered Design in accordance with the AF&PA Wood Frame Construction Manual-SBC High Wind Edition (1995) is permitted for basic wind speeds greater than or equal to 110 mph (3 second gust) I - j I IIII L R S o r-J .ioB Apex Homes, Inc. QN-12251 /NY LDG: 6314-008 SHEET NO. 2 OF 34 E S 1 G NG Architects•Engineers•Surveyors CALCULATED BY BCR DATE 9/17/2004 G R O U P P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY E DATE Phone(570)323-6603•FAX(570)323-9902 SCALE Main House-One Story' ! ! 1 ! !Per WFCM- 1995 SBC High Wind Edition, Engineered Design: I I ' 12.1.3 Applicability � I 2.1.3.1 Mean Roof Height Adjustment ! I Mean Roof Height=1 13 Ift. < 33 ft. OK Tabulated values shall be reduced in accordance with the footnotes. I I � 2.1.3.2 Floor Systems a. Floor Framing Member Span = 13.75 ft. < 26 ft. OK b. Floor Framing Member Spacing = 16 in. D.C. < 24 in. o.c. OK I ic. Floor Cantilevers and Setbacks= N/A in. = N/A in. OK If supporting = a loadbearing wall, Joist Depth (d) NIA In. Exception: If joist designed for additional load 4d= N/A in. If supporting a non-loadbearing wall, Joist Span (L)/4 = N/A in. d. Vertical Floor Offsets= N/A in. = N/A in. !OK Joist Depth (d)= N/A in. e. Floor Diaphragm Aspect Ratio L side of I Length 9 (L1)= 27.5 ft. ' Length of side(1-2)= 58 ft. I i 1-2/L1 = 2.11 < 4 I OK If. :Floor Diaphragm Openings i< Lesser of 12 ft. ' 14j, or 0.5 L= 13.75 ft. ' Maximum Opening Dimension = 9.0417 ft. < 12 ft. OK I ! L sa R S o N JOB Apex Homes, Inc. QN-12251 /NY LDG: 6314-008 1 SHEET NO. 3 OF 34 E S I . N Architects•Engineers•Surveyors CALCULATED BY BCR DATE 9/17/2004 G R O P P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY Sj E DATE by Phone(570)323-6603•FAX(570)323-9902 SCALE Main House-One Story! � I I ! 2.1.3.3 Wall Systems 1 a. Wall Height j I ' 'Loadbearing Wall Height= 8 ft. < 10 Ift. OK I Non-Loadbearing Wall Height= 8 ft. < 20 Ift. OK b. Wall Stud Spacing = 16 in. D.C. < 24 in. D.C. OK ' C. Shearwall Plan Offset= 0 ft. < 4 ft. OK i ' d. Shearwall Elevation Offset= N/A in. = N/A in. OK ' ! Joist Depth (d)= N/A in. e. Shearwall Segment Aspect Ratio Shearwall Height= 8 Ift. H/L < 3.5 Minimum Shearwall Length = H/3.5= 2.29 ft. I f. Load Transfer I Band joists, blocking or other methods are provided to transfer roof,wall, ' and/or floor loads from upper stories. I L A R S o N ioB Apex Homes, Inc. QN-12251 /NY LDG: 6314-008 SHEET NO. 4 OF 34 I] E S I G N Architects•Engineers•Surveyors CALCULATED BY BCR DATE 9/17/2004 G R O U P P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY Sig. DATE 1/231-4 ' Phone(570)323-6603•FAX(570)323-9902 SCALE Main House-One Story' '2.1.3.4 Roof Systems i a. Roof Framing Span (Horizontal Projection)= 13.75 ft. < 26 :ft. I 'OK I ! b. Roof Framing Spacing = 16 in. o.c. < 24 in. D.C. OK ! C. Roof Overhang Length < Lesser of 2 ft. ' or 1/3 Rafter Span = 4.5833 ft. Roof Overhang Length = 0.83 ft. < 2 ft. OK 1 ' d. !Roof Slope= 7:12 < 12:12 OK I e. Roof Diaphragm Aspect Ratio I Length of side (L1)= 27.5 ft. Length of side(L2)= 58 ft. L2/L1 = 2.11 < 4 OK This home meets the applicability requirements in accordance with WFCM- 1995 SBC High Wind Edition, Engineered Design, Section 2.1.3. I I i i L A R S o N JOB Apex Homes, Inc. QN-12251 /NY LDG: 6314-008 SHEET NO. 5 OF 34 ES 1 G N Architects-Engineers-Surveyors CALCULATED BY BCR DATE 9/17/2004 G R O U P p P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY (' DATE ( 2.'� /* ' Phone(570)323-6603•FAX(570)323-9902 SCALE Main House-One Story_ I I I I Uplift Connections WFCM-SBC(1995)2.2.3 Main House Loads (as a 1 Story Building, 7:12 Roof) Roof/Ceiling Assembly Dead Load= 10 i psf j Roof Span = 27.5 ft. Fastest-Mile Wind Speed = 100 mph RCNYS (2002)Table R301.2.1.3 I � ' Unit Uplift Load I WFCM-SBC (1995)Table2.2A I I ' Span (ft.) Load (plf) 24 382 27.5 428 Interpolation Permitted by 2.1.4 36 540 Mean Roof Height= 13 ft. < 11= 342 See Table 2.2A Footnote 6 Reduced Unit Uplift Load= 0.80(Loplf Building Width = 27.5 ft. < 30 See Table 2.2A Footnote 7 Roof to 1st Story Wall Connection Load r - Within 6 ft. of Corners= 342 plf 1 Not within 6 ft. of Corners =0.70 (Load)= 240 .plf I 1 st Story Wall to Foundation Connection Load See Table 2.2A Footnote 2 I I Within 6 ft. of Corners= 342 plf- 66 plf = 276 !plf 1 Not within 6 ft. of Corners= 240 plf- 66 plf = 174 plf I 1 i i 1 ' III � II II ii I III L A R S O N JOB Apex Homes, Inc. QN-12251 /NY LDG: 6314-008 ' SHEET NO. 6 OF 34 G R O U P Architects•Engineers-Surveyors CALCULATED BY BCR DATE 9/17/2004 P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY DATE 9 23 lay! ' Phone(570)323-6603•FAX(570)323-9902 SCALE Main House-One Storyj I Uplift Connections (cont'd1 � � �WFCM -SBC (1995)2.2.3 � I ' Main House Connection Design (as a 1 Story Building, 7`.12 Roof) ' Connections to transfer uplift loads from the roof assembly to foundation must maintain a continuous load path. Use structural connectors to provide the required connection. Alternate connection methods may be used, if they are satisfactorily proven to resist the calculated loads. I ' Roof to 1 st Story Wall Connection (Truss/Rafter to Plate to Stud) Connector: USP Structural Connectori?iFf9w/(6)8d x 1 1/2"nails in truss/rafter, ' (8)8d nails in plate and (6)8d x 1 1/2"nails in stud. ' Allowable Load= 585 Ib (S-P-F) (Note: Rafters and studs at 16"o.c. per Plans) Req'd Uplift Maximum Provided Load I Spacing Spacing Within 6 ft. of Corners 342 plf 20 in. 16 in. Not within 6 ft. of Corners 240 plf 29 in. 16 in. I � i fl III1 I I , III I L A R S O N JOB Apex Homes, Inc. QN-12251 /NY LDG: 6314-008 SHEET NO. 7 OF 34 1 I] E S I G N Architects•Engineers•Surveyors CALCULATED BY BCR DATE 9/17/2004 G R O U P 1 P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BYIj iri DATE 7 3 O Phone(570)323-6603•FAX(570)323-9902 SCALE Main House-One Story! I ! ! ! Uplift Connections (confd) WFCM-SBC(1995)2.2.3 1 'Main House Connection Design (as a 1 Story Building, 7:12 Roof)! I 1 1 st Story Wall to Foundation Connection (Stud to Masonry/Concrete) ! jConnector: !Simpson Strong-Tie Connector MSTAM36 w/(13) 10d nails in stud, 1 and (8) 1/4 x 2 1/4 Titen masonry screws in foundation. I ' 1 Allowable Load = 1870 Ib (S-P-F) Req'd Uplift Maximum Provided 1 Load Spacing Spacing 1 Within 6 Ift. of Corners 276 plf 81 in. 48 in. Not within 6 ft. of Corners 174 plf 129 I in. 48 in. 1 1 I ' i 1 I I 1 I I I i I i L A R S o N JOB Apex Homes, Inc. QN-12251 /NY LDG: 6314-008 SHEET NO. 8 OF 34 E> E S 1 G N Architects•Engineers•Surveyors CALCULATED BY BCR DATE 9/17/2004 G R O U R P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY � DATE ' Phone(570)323-6603•FAX(570)323-9902 SCALE Main House-One Storyl Uplift Connections (cont'd) j WFCM -SBC (1995)2.2.3 I ' Check Tensile Strength of Studs to Transfer Uplift Loads i Assume 2"x 6"Spruce-Pine-Fir Studs +1i Nominal Tensile Stress F = t 350 psi JANSI/AF&PA NDS (1997)Table 4A i Load Duration Factor i CD= 1.6 ANSI/AF&PA NDS (1997)Table 2.3.2 ' 1 Size Factor CF= 1.0 IANSI/AF&PA NDS (1997)4.3.2 ' Allowable Tensile Stress ' Ft - Ft CD CF= 560 psi ANSI/AF&PA NDS (1997)Table 2.3.1 ' Net Area of Stud A= 8.25 int Allowable Tensile Load Pt = Ft A= 4620 lb > 1870 Ib OK i i i L sa R S o N JOB Apex Homes, Inc. QN-12251 /NY LDG: 6314-008 ' SHEET NO. 9 OF 34 E S I G N Architects•Engineers•Surveyors CALCULATED BY BCR DATE 9/17/2004 G R O U P P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY E DATE 231 a Phone(570)323-6603-FAX(570)323-9902 SCALE Main House-One Story Shear Connections ( WFCM -SBC(1995)2.2.2 ' Main House Loads(as a 1 Story Building, 7:12 Roof) I I Roof Pitch = 7:12 Roof Span = 27.5 ;ft. I Fastest-Mile Wind Speed = 100 mph RCNYS (2002)Table R301.2.1.3 Unit Lateral Load from Wind � ' Perpendicular to Ridge WFCM -SBC(1995)Table 2.513 I ' Roof Diaphragm Load Span (ft.) Load (plf) ' 24 260 27.5 279 Interpolation Permitted by 2.1.4 ' 36 / 325 Floor Diaphragm Load = 28 plf Wall Height= 8 ft. < 10 ft. Table 2.56 Footnote 2 N/A Increased Roof Diaphragm Load= N/A Increased Floor Diaphragm Load = N/A Mean Roof Height= 13 ft. < 15 ft. See Table 2.56 Footnote 3 Reduced Roof Diaphragm Load = 0.80(Load)= 223 plf Reduced Floor Diaphragm Load= 0.80 (Load)= 228 plf I 7-1 E4=,I I I L A R S O N joB Apex Homes, Inc. QN-12251 /NY LDG: 6314-008 ' SHEET NO. 10 OF 34 C> E S I G N Architects•Engineers•Surveyors CALCULATED BY BCR DATE 9/17/2004 G R Co U P ' P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY DATE Phone(570)323-6603•FAX(570)323-9902 SCALE Main House-One Story !Shear Connections (cont'd) ! WFCM -SBC (1995)2.2.2 ' Parallel to Ridge WFCM-SBC (1995)Table 2.5C ' Roof Diaphragm Load Span (ft.) Load (plf) ? j ' LL 24 170 27.5 179 / Interpolation Permitted by 2.1.4 36 200 � I Floor Diaphragm Load = 2105' plf ' WllHeight= 8 ` 10 Wall ft. < ft. Table 2.5C Footnote 2 N/A Increased Roof Diaphragm Load = I N/A I Increased Floor Diaphragm Load = N/A Mean Roof Height= 13 ft. < 15 ft. See Table 2.5C Footnote 3 i Reduced Roof Diaphragm Load = 0.80 (Load)= 143 plf Reduced Floor Diaphragm Load = 0.80 (Load)= 164 plf EH I I I I I L. R S o N JOB Apex Homes, Inc. QN-12251 /NY LDG: 6314-008 ' SHEET NO. 11 OF 34 Q E S 1 G N Architects•Engineers•Surveyors CALCULATED BY BCR DATE 9/17/2004 G R O U P P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY oz} DATE g 3104 Phone(570)323-6603•FAX(570)323-9902 SCALE Main House-One Story I ;Shear Connections(cont'd) WFCM-SBC (1995)2.2.2 ' Total Shear Capacity Requirements WFCM-SBC (1995)Table 2.5k Main House(as a 1 Story Building, 7:12 Roof) i I Wind Perpendicular to Ridge wroof = 223 pif wfloor- 228 Plf I I ' L= 58 ft. Vroof=wroof x L= 12944 Ib ' I � Vfloor=wfloor x L= 13224 Ib ' Wind Parallel to Ridge wroof = 143 plf ' wfloor= 164 pif i / B = 27.5 ft. Vroof=wroof x B= 3933 Ib iI Vfloor=wtaor x B= 4510 I Ib i i I I IiI ■ II li I Ili . �, li L sa R S o N joB Apex Homes, Inc. QN-12251 /NY LDG: 6314-008 SHEET NO. 12 OF 34 I] E S I G N Architects•Engineers•Surveyors CALCULATED BY BCR DATE 9/17/2004 G R O U P / P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY S�6 DATE 9 f2 7/a� ' Phone(570)323-6603•FAX(570)323-9902 SCALE Main House-One Story (Shear Connections(cont'd) WFCM -SBC (1995)2.2.2 Shearwall Unit Shear Capacity Requirements WFCM-SBC (1995)Table 2.5A Main House (as a 1 Story Building, 7:12 Roof) Wind Perpendicular to Ridge I 1st Story Wall (Shearwall Supports Roof, Ceiling &One Floor) I ' Wall Length Available for Full Height Sheathing Bleft= 24.6 ft. ' Bright= 21.2 ft. R.O. from A-1.4 Shearwall Unit Shear Capacity vwall left=Vroof/2 Bleft= 263 plf ' Vwall right=Vroof/2 Bright= 305 pif I L A R S o N joB Apex Homes, Inc. ON-12251 /NY LDG: 6314-008 ' SHEET NO. 13 OF 34 E S I G N Architects•Enaineers-Surveyors CALCULATED BY BCR DATE 9/17/2004 G R O U P nn'' P.O.Box 487-Williamsport,PA 17703-0487 CHECKED BY �J E DATE 912-7/off ' Phone(570)323-6603-FAX(570)323-9902 SCALE Main House-One Story I Shear Connections(conVd) I WFCM-SBC(1995)2.2.2 I I rShearwall Unit Shear Capacity Requirements WFCM-SBC(1995)Table 2.5A I ' Main House(as a 1 Story Building, 7:12 Roof) I I Wind Parallel to Ridge 1 st Story Wall (Shearwall Supports Roof, Ceiling &One Floor) Wall Length Available for Full Height Sheathing I I Lfront 32.9 ft. ' Lrear= 37.3 ft. R.0.from A-1.4 Shearwall Unit Shear Capacity Vwall front=Vroof/2 Lfront= 60 plf 1 7— ' Vwall rear=Vroaf/2 Lrear= 53 plf I � 4�1 I ' i I � I I I � I I I I I I I I I I I ' III 111111 I � L- sa R S o N JOB Apex Homes, Inc. QN-12251 /NY LDG: 6314-008 ' SHEET NO. 14 OF 34 E S 1 G N Architects•Engineers•Surveyors CALCULATED BY BCR DATE 9/17/2004 G R O U P ' P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY DATE Phone(570)323-6603•FAX(570)323-9902 SCALE Main House-One Story I I I I I ' I Shearwall Design j WFCM-SBC(1995)2.4.4.2 ' !Shear Capacity of Shearwall Assembly WFCM-SBC(1995)Supplement Table 313 Framing Species Specific Gravity I i G = 0.42 Main House- 1 st Story Wall-Left and Right 7/16"OSB w/8d nails @ 4"D.C. panel edge nailing (exterior) � ' I Tabulated Value= 350 plf ' vs= 1.40 (Tab. Value)= 490 plf See Supplement Table 36 Footnote 1 " (Gompai:able te 5d Geeler Nails 6A aGG9FdaRre with BGNYS (2002)T-bl. 2396.4.5) vs= 0 pif i ' Shear Capacity of Shearwall Assembly ' vs = 490 Of + 0 plf = 490 plf > 305 pif OK Main House- 1 st Story Wall-Front and Rear i 7/16"OSB w/8d nails @ 6"D.C. panel edge nailing (exterior) Tabulated Value= 230 plf vs= 1.40(Tab. Value)= 322 plf See Supplement Table 36 Footnote 1 I i vs= 0 plf 1 Shear Capacity of Shearwall Assembly Vs - 322 plf + 0 plf = 322 1 plf > 60 plf OK III ! II 111111 L A R S o N JOB Apex Homes, Inc. QN-12251 /NY LDG: 6314-008 SHEET NO. 16 OF 34 ' E S 1 G N Architects•Engineers•Surveyors CALCULATED BY BCR DATE 9/17/2004 G R O U P P.O.' Box 487•Williamsport,PA 17703-0487 CHECKED BY S�� DATE 9 2"]/o Phone(570)323-6603•FAX(570)323-9902 SCALE Main House-One Story FT Shearwall Design (cont'd) WFCM-SBC(1995)2.4.4.2 Required Length for Type II Wall Design Main House (as a 1 Story Building, 7:12 Roof) Wind Perpendicular to Ridge 1st Story Wall (Shearwall Supports Roof&Ceiling) ' Total Shear Vroof= 12944 Ib ' Shear Capacity of Shearwall Assembly Vs= 490 plf ' Minimum Length to Resist Shear Force ' 1-min=Vroof/2 Vs= 13.2 ft. I i L A R S o N joB Apex Homes, Inc. QN-12251 /NY LDG: 6314-008 ' SHEET NO. 16 OF 34 E> E S I G N Architects•Engineers•Surveyors CALCULATED BY BCR DATE 9/17/2004 GR O U P J P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY DATE 9 /27/°r ' Phone(570)323-6603-FAX(570)323-9902 SCALE Main House-One Storyl Ij ! Shearwall Design (cont'dl WFCM-SBC (1995)2.4.4.2 ' 'Required Length for Type II Wall Design Main House (as a 2 Story Building, 7:12 Roof) i Wind Parallel to Ridge 1 I 1 st Story Wall (Shearwall Supports Roof& Ceiling) i Total Shear ' Vrggf= 3933 Ib ' Shear Capacity of Shearwall Assembly Vs= 322 plf i ;Minimum Length to Resist Shear Force ' Lmin=Vroof/2 Vs= 6.1 ft. I I I i i I III ! II I I ! L A R S o N JOB Apex Homes, Inc. QN-12251 /NY LDG: 6314-008 ' SHEET NO. 17 OF 34 E> E S I G N Architects•Enaineers•Surveyors CALCULATED BY BCR DATE 9/17/2004 G R O U P �� II Q P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY SJ6 DATE -!/2`7 /b ' Phone(570)323-6603•FAX(570)323-9902 SCALE Main House-One Storyj 177 117 ' Shearwall Design (cont'd) WFCM-SBC(1995)2.4.4.2 ' Required Length for Type II Wall Design I I i ' Percent Full Height Sheathing Main House(as a 1 Story Building, 7:12 Roof) Wind Perpendicular to Ridge 1 st Story Wall ( ft. Wall) ' % len= 90 f' ' % right= 77 I I ' Wind Parallel to Ridge 1st Story Wall (8ft.Wall) %front= 57 ✓ ' % rear= 64 i i I I L- Ao R S o N joB Apex Homes, Inc. QN-12251 /NY LDG: 6314-008 SHEET NO. 18 OF 34 D E S I G N Architects-Engineers•Surveyors CALCULATED BY BCR DATE 9/17/2004 G R O U P P.O.Box 487-Williamsport,PA 17703-0487 CHECKED BY I DATE 9J2-7 /D Phone(570)323-6603-FAX(570)323-9902 SCALE Main House-One Story ' Shearwall Design (cont'd) WFCM-SBC (1995)2.4.4.2 �Required Length for Type II Wall Design I ' Maximum Unrestrained Opening Height Main House (as a 1 Story Building) Wind Perpendicular to Ridge 1st Story Wall ( ft. Wall) ' H left= 82.5 in. 6.88 Ft. R.O.from A-1.4 H right= 57.75 in. 4.81 Ft. I Wind Parallel to Ridge _ 1 st Story Wall (8ft.Wall) H front= 82.5 in. 6.88 Ft. - R.O. from A-1.4 H rear- 82.5 in. 6.88 Ft. I I I i I I L A R S o N joB Apex Homes, Inc. QN-12251 /NY LDG: 6314-008 ' SHEET NO. 19 OF 34 C> E S I G N Architects•Enoineers•Surveyors CALCULATED BY BCR DATE 9/17/2004 G R O U F> q P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY DATE ' Phone(570)323-6603•FAX(570)323-9902 SCALE Main House-One Story IShearwall Design (cont'd) ! !WFCM-SBC (1995)2.4.4.2 ' Required Length for Type II Wall Design (Type II Length Increase Factor WFCM-SBC (1995)Table 3.16 i I i Main House(as a 1 Story Building) Wind Perpendicular to Ridge 1st Story Wall (8ft. Walt) I 1 %\H 6.67 6.88 8.00 75 1.18 1.20 ' 90 1.08 1.08 1.08 Interpolation Permitted 100 1.00 1.00 Fleft= 1.08 ' %\H 6.67 4.81 5.33 75 1.18 1.14 ' 77 1.16 1.11 1.13 Interpolation Permitted 100 1.00 1.00 Fright I I i I I L sa R S o N JOB Apex Homes, Inc. QN-12251 /NY LDG: 6314-008 SHEET NO. 20 OF 34 E> E S I G N Architects•Engineers-Surveyors CALCULATED BY BCR DATE 9/17/2004 G R O U P P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY �'j DATE ' Phone(570)323-6603•FAX(570)323-9902 SCALE Main House-One Story 1 -- Shearwall Design (cont'd) IWFCM- SBC (1995)2.4.4.21 I ' Required Length for Type II Wall Design Type II Length Increase Factor WFCM-SBC(1995)Table 3.16 Main House (as a 1 Story Building) Wind Parallel to Ridge 1st Story Wall (8ft. Wall) I ' %\H 6.67 6.88 8.00 50 1.43 1.50 ' 57 1.36 1.37 1.42 Interpolation Permitted 75 1.18 1.20 Ffront= 1.37 ' %\H 6.67 6.88 8.00 50 1.43 1.50 ' 64 1.29 1.29 1.33 Interpolation Permitted 75 1.18 1.20 Frear- 1.29 I I 1 Ili I it I III L a R S o N JOB Apex Homes, Inc. QN-12251 /NY LDG: 6314-008 ' SHEET NO. 21 OF 34 0 E S I G N Architects•Engineers-Surveyors CALCULATED BY BCR DATE 9/17/2004 G R O U P c ' P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY �J DATE 2'� 1O ' Phone(570)323-6603•FAX(570)323-9902 SCALE Main House-One Story' I Shearwall Design(cont'd) WFCM -SBC(1995)2.4.4.2 j Required Length for Type II Wall Design ' L= Lmin x Type II Length Increase Factor I Main House(as a 1 Story Building) Wind Perpendicular to Ridge 1 1st Story Wall (8ft. Wall) � ' I Lleft= 13.2 ft. x 1.08 = 14.2 ft. < 24.6 ft. OK i ' Lri9ht= 13.2 ft. x 1.11 = 14.7 ft. < 21.2 .ft. OK i ' Wind Parallel to Ridge 1 st Story Wall (8ft.Wall) Lfront= 6.1 ft. x 1.37 = 8.4 ft. < 32.9 ft. OK� ' Lrear= 6.1 ft. x 1.29 = P7.9 ft. < 37.3 ft. OK - — I � jl jl Ij L A R S o N JOB Apex Homes, Inc. QN-12251 /NY LDG: 6314-008 ' SHEET NO. 22 OF 34 E S I G N Architects•Engineers•Surveyors CALCULATED BY BCR DATE 9/17/2004 G R O U P P.O.Box 487-Williamsport,PA 17703-0487 CHECKED BY E DATE 9�2-7/of- Phone(570)323-6603-FAX(570)323-9902 SCALE Main House-One Story; I Overturning Connections WFCM-SBC(1995)2.2.4 ' :Required Holddown Capacity ' IT=vs x h WFCM-SBC(1995) Figure 2.2d i @ 1 st Floor(1 st Story Module to Foundation)-Left, Right, Front and Rear — I �T= 490 plf x 8.0 ft. = 3920 lb Use USP Holddown TDX6 w/(2)7/8"dia. Bolts in 2"x6" Double Stud and (1)7/8"dia.Anchor Bolt embedded 12" into Concrete Foundation ' OR 15"into Masonry in accordance with WFCM 3.2.1.7. (5235 Ib x 0.86 Species Factor=4502 Ib Allowable Load) I I I I , i I I I I I li II it L- a R S o N joB Apex Homes, Inc. QN-12251 /NY LDG: 6314-008 ' SHEET NO. 23 OF 34 E S I G N Architects•Enaineers•Surveyors CALCULATED BY BCR DATE 9/17/2004 C R O U R P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY DATE 9/27/-f Phone(570)323-6603•FAX(570)323-9902 SCALE Main House-One Story I I j I l Overturning Connections (cont'd) WFCM-SBC (1995)2.2.4 ' I 'Check Tensile Strength of Studs to Transfer Overturning Loads ' I Assume 2"x 6"Spruce-Pine-Fir Double Studs ITT Nominal Tensile Stress I I I IF = 350 psi ;ANSI /AF&PA NDS (1997)Table 4A ' 'Load Duration Factor ; I I ' ICD= 1.6 ANSI/AF&PA NDS (1997)Table 2.3.2 ' Size Factor CF= 1.0 r ANSI/AF&PA NDS (1997)4.3.2 Allowable Tensile Stress � I Ft= Ft CD CF= 560 psi ANSI/AF&PA NDS (1997)Table 2.3.1 I — FF' Net Area of Stud A= 13.50 in I Allowable Tensile Load Pt= Ft A= 7560 Ib > 3920 lb OKI I I I 1 II I � I I I � � I li 1 ! I III I I I II III L A R S o N joB Apex Homes, Inc. QN-12251 /NY LDG: 6314-008 ' SHEET NO. 24 OF 34 r—> E Si G N Architects•Enaineers-Surveyors CALCULATED BY BCR DATE 9/17/2004 G R O U P P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY 2JIE DATE 9/2 710 ' Phone(570)323-6603•FAX(570)323-9902 SCALE Main House-One Story i Sliding Connections (cont'd) � I I I ' Design 1 st Story Module to Sill Plate Connection ' Assume Typical 1 st Story Module to Sill Plate Connection made with 16d toenails at 6"o.c. Specific Gravity of Member G= 0.42 j Thickness of Member ' it.= 1.50 Nominal Lateral Capacity of Nails in Single Shear Z= 88 Ib ANSI/AF&PA NDS (1997)Table 12.3A Load Duration Factor CD= 1.6 ANSI/AF&PA NDS (1997)Table 2.3.2 ' Penetration Depth Factor ' Cd= 0.62 ANSI/AF&PA NDS (1997) 12.3.4 f ' W. Toe-Nail Factor I Ctn = 0.83 ANSI/AF&PA NDS (1997) 12.3.7 Allowable Lateral Capacity of Nails in Single Shear j ' _ Z Z CD Cd CM = 72 111b ANSI/AF&PA NDS (1997)Table 7.3.1 ' Required Lateral Capacity i ' v = (Vrot)/26 Ref. Sheet 11 235 plf L A R S o N JOB Apex Homes, Inc. QN-12251 /NY LDG: 6314-008 SHEET NO. 25 OF 34 E> E Si G N Architects•Engineers•Surveyors CALCULATED BY BCR DATE 9/17/2004 G R O U P P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY SJ E DATE q /2-7/d Phone(570)323-6603•FAX(570)323-9902 SCALE Main House-One Story Sliding Connections(cont'd) ' Design 1 st Story Module to Sill Plate Connection ' Nail Spacing (in.) Lateral Capacity(plf) 6 145 4 217 1 3 290 <== Use 16d toenail @ 3"o.c. 290 plf>235 plf i i I 1 I 1 i L sa R S o N joB Apex Homes, Inc. QN-12251 /NY LDG: 6314-008 ' SHEET NO. 26 OF 34 C> E S I G N 3 Architects•Engineers•Surveyors CALCULATED BY BCR DATE 9/17/2004 G R O U P P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY `JJ DATE ! 2 O ' Phone(570)323-6603•FAX(570)323-9902 SCALE Main House-One Story Sliding Connections(cont'd) 77 l Design Sill Plate to Foundation Connection I � !Assume 1/ "dia.Anchor Bolts at 4'o.c. Anchor Bolts shall be provided within j 12"of the ends of each Sill Plate section. Specific Gravity of Sill Plate ! I 0.42 ' I I Thickness of Sill Plate ' is= 1.50 in. Nominal Lateral Capacity for Bolt in Single Shear Parallel to the Grain ' Z„= 570 Ib ANSI/AF&PA NDS (1997)Table 8.2E Load Duration Factor I I CD= 1.6 ANSI/AF&PA NDS (1997)Table 2.3.2 Allowable Lateral Capacity for Bolt in Single Shear Parallel to the Grain Z' = Z11 CD= 912 Ib !ANSI/AF&PA NDS (1997)Table 7.3.1 Required Lateral Capacity _ v = (Vroof)/2B Ref. Sheet 11 235 pif I ' Bolt Spacing (ft.) Lateral Capacity(plf) 4 228 �. 3.5 261 <== Use 1/2"dia.Anchor Bolts at 3'-6"D.C. ' 3 304 261 plf>235 plf 2.5 I ! 365 ! 2 456 ! I I 1.5 608 ! L ^ R S o N dory Apex Homes, Inc. QN-12251 /NY LDG: 6314-008 ' SHEET NO. 27 OF 34 D E S I G N Architects-Engineers-Surveyors CALCULATED BY BCR DATE 9/17/2004 G R O U P _ P.O.Box 487-Williamsport,PA 17703-0487 CHECKED BY t= DATE Phone(570)323-6603-FAX(570)323-9902 SCALE Main House-One Story' Sheathing Connections WFCM-SBC(1995)2.2.5 ' Roof Sheathing (as a 1 Story Building) WFCM -SBC (1995)2.2.5.1 Design Roof Sheathing Connection to Resist Suction Loads Fastest-Mile Wind Speed= 100 mph RCNYS (2002)Table R301.2.1.3 Suction Pressure from Wind WFCM-SBC(1995)Table 2.4A Perimeter Edge Zone= 62.7 psf Interior Zone= 35.6 psf Mean Roof Height= 13 ft. < 15 ft. See Table 2.4A Footnote 2 Reduced Perimeter Suction Pressure= 0.80(Pressure)= 50 plf Reduced Interior Suction Pressure= 0.80 (Pressure)= 28 plf i ' Perimeter Edge Zone Width ' Minimum Building Dimension = 27.5 ft. I Z= 10% Minimum Building Dimension = 2.75 'ft. But not less than 3 ft. Table 2.4A Footnote 1 Roof Framing Spacing = 16 i in. D.C. I I ' Unit Suction Load from Wind Perimeter Edge Zone= 50 psf x 1.33 Ift. _/ 67 'plf I I / Interior Zone= 28 psf x 1.33 'ft. = 38 plf i I I I L A R S o N joB Apex Homes, Inc. QN-12251 /NY LDG: 6314-008 ' SHEET NO. 28 OF 34 C E S 1 U N Architects•Engineers•Surveyors CALCULATED BY BCR DATE 9/17/2004 f2 O U P q P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY S.) DATE /12-7 Phone(570)323-6603•FAX(570)323-9902 SCALE Main House-One Story (Sheathing Connections (cont d) WFCM-SBC(1995)2.2.5 ' Roof Sheathing j WFCM-SBC(1995)2.2.5.1 I ' ' Design Roof Sheathing Connection to Resist Suction Loads Assume Typical Roof Sheathing is 7/16"OSB with 8d nails at 6"o.c. panel edge nailing and 12"o.c. at intermediate supports I Specific Gravity of Roof Framing i I G = 0.42 Diameter of Nails ' D= 0.131 in. ' Length of Nails I L= 2.50 in. Thickness of Sheathing ' t= 0.4375 in. I Nominal Nail Withdrawal Design Value W= 21 lb/in. ANSI/AF&PA NDS (1997)Table 12.2A I � I Load Duration Factor CD= 1.6 ANSI/AF&PA NDS (1997)2.3.2 ' Allowable Nail Withdrawal Design Value I I j W'=W CD= 34 Ib/in. ANSI/AF&PA NDS (1997)Table 7.3:1 � I I I I II Ili illlll ii � I L ^ R S o N JoB Apex Homes, Inc. QN-12251 /NY LDG: 6314-008 SHEET NO. 29 OF 34 C> E S I G N Architects•Engineers•Surveyors CALCULATED BY BCR DATE 9/17/2004 G R O U P P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY E DATE Phone(570)323-6603•FAX(570)323-9902 SCALE Main House-One Story' , + �Sheathing Connections(cont'd) WFCM -SBC (1995)2.2.5 ' Roof Sheathing WFCM -SBC (1995)2.2.5.1 Design Roof Sheathing Connection to Resist Suction Loads Length of Nail Penetration I LP= L-t= 2.063 in. ' Withdrawal Capacity per Nail = W' LP = 69 Ib ' Required Suction Load Capacity Perimeter Edge Zone = 67 plf Ref. Sheet 27 Interior Zone= 38 pIf Ref. Sheet 27 ' Nail Spacing (in.) Withdrawal Capacity(plf) 12 69 <==Use 8d nails at 12"o.c.at intermediate supports 6 139 4 208 ' 3 277 I i i I I III II II L A R S o r l JOB Apex Homes, Inc. QN-12251 /NY LDG: 6314-008 1 SHEET NO. 30 OF 34 E S I G N Architects-Engineers•Surveyors CALCULATED BY BCR DATE 9/17/2004 G r2 C7 U P P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY S'`� DATE g Z-7 Phone(570)323-6603-FAX(570)323-9902 SCALE Main House-One Storyi 1 Sheathinq Connections (cont'd) WFCM - SBC (1995)2.2.5 Roof Sheathing WFCM -SBC (1995)2.2.5.1 j ' Design Roof Diaphragm to Transfer Shear Loads Unit Shear Capacity Requirement Max Vroof= 12944 Ib Ref. Sheet 11 B = 27.5 ft. ' v=Vroof/2 B= 235 plf Shear Capacity for Diaphragm Assembly WFCM -SBC (1995) Supplement Table 2C Framing Species Specific Gravity ' G = 0.42 Assume Roof Diaphragm is 7/16"OSB with 8d nails at 6"o.c. panel 1 edge nailing and 6"o.c. at intermediate supports(blocked) ' Tabulated Value= 220 plf i vs = 1.40 (Tab. Value) See Supplement Table 2C Footnote 1 = 308 plf > 235 plf OK I i 1 L sa R S o N JOB Apex Homes, Inc. QN-12251 /NY LDG: 6314-008 ' SHEET NO. 31 OF 34 r—> E S 1 G N Architects•Engineers•Surveyors CALCULATED BY BCR DATE 9/17/2004 G R O U P ' P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY DATE 927/0 Phone(570)323-6603•FAX(570)323-9902 SCALE Main House-One Story! � I :Sheathing Connections WFCM -SBC (1995)2.2.5 ! i ! Wall Sheathing WFCM -SBC (1995)2.2.5.2 i i I I ' Design Wall Sheathing Connection to Resist Suction Loads Fastest-Mile Wind Speed= 100 mph RCNYS (2002)Table R301.2.1.3 Suction Pressure from Wind WFCM -SBC(1995)Table 2.413 Edge Zone= 37.2 psf Interior Zone = 31.8 psf Mean Roof Height= 13 ft. < 15 ft. See Table 2.413 Footnote 2 Reduced Perimeter Suction Pressure= 0.80 (Pressure)= 30 plf Reduced Interior Suction Pressure= _ 0.80(Pressure) 25 plf Edge Zone Width ' Minimum Building Dimension = 27.5 ft. Z= 10% Minimum Building Dimension = 2.75 ft. But not less than 3 ft. Wall Framing Spacing = 16 in. o.c. Unit Suction Load from Wind Edge Zone= 29.76 psf x 1.33 ft. = 40 plf Interior Zone= 25.44 psf x 1.33 ft. = 34 plf I I I � I I I L A f2 S o joB Apex Homes, Inc. QN-12251 /NY LDG: 6314-008 SHEET NO. 32 OF 34 E S I U%r�iP R Architects•Engineers•Surveyors CALCULATED BY BCR DATE 9/17/2004 G O U P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY G f e- DATE '1/27/0/ Phone(570)323-6603•FAX(570)323-9902 SCALE Main House-One Story' Sheathing Connections (cont'd) WFCM -SBC(1995)2.2.5 Wall Sheathing WFCM -SBC(1995)2.2.5.2 Design Wall Sheathing Connection to Resist Suction Loads j Wall Sheathing is 7/16"OSB with 8d nails at 6"o.c. panel edge nailing and 12"D.C. at intermediate supports I I Specific Gravity of Roof Framing I G = 0.42 / Diameter of Nails ' D = 0.131 in. ' Length of Nails L= 2.50 in. Thickness of Sheathing �t- 0.4375 in. I — i Nominal Nail Withdrawal Design Value W= 21 i Ib/in. ANSI/AF&PA NDS (1997)Table 12.2A Load Duration Factor CD= 1.6 ANSI/AF&PA NDS (1997)2.3.2 Allowable Nail Withdrawal Design Value I W,=W CD= 34 Ib/in. ;ANSI/AF&PA NDS (1997)Table 7.3.1 j L A R S o N JOB Apex Homes, Inc. QN-12251 /NY LDG: 6314-008 1 SHEET NO. 33 OF 34 R 0 U P E S I N Architects•Engineers•Surveyors CALCULATED BY BCR DATE 9/17/2004 G U 11 P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY �+'E DATE 9/2^1�oY Phone(570)323-6603•FAX(570)323-9902 SCALE Main House-One Story j 1 Sheathing Connections (cont'd) WFCM-SBC (1995)2.2.5 � 1 Wall Sheathing WFCM-SBC (1995)2.2.5.2 Design Wall Sheathing Connection to Resist Suction Loads 1 Length of Nail Penetration LP= L-t= 2.063 in. Withdrawal Capacity per Nail = W' LP = 69 Ib I 1 Required Suction Load Capacity 1 Perimeter Edge 734 e = 40 plf Ref. Sheet 31 -----AInterior Zone= plf Ref. Sheet 31 I i I Nail Spacing (in.) Withdrawal Capacity(plf) 12 69 <==Use 8d nails at 12"o.c.at intermediate supports 6 139 4 208 1 _ 3 277 I 1 I i 1 L A R S o N joB Apex Homes, Inc. QN-12251 /NY LDG: 6314-008 SHEET NO. 34 OF 34 E S 1 G N Architects•Engineers•Surveyors CALCULATED BY BCR DATE 9/17/2004 G R O U P P.O.Boz 487•Williamsport,PA 17703-0487 CHECKED BY S E DATE 412714 Phone(570)323-6603•FAX(570)323-9902 SCALE Main House-One Story! 1i Sheathing Connections(cont'd) IWFCM -SBC (1995)2.2.5 j !Floor Sheathing WFCM - SBC (1995)2.2.5.3 ' Design Floor Diaphragm to Transfer Shear Loads Unit Shear Capacity Requirement ' Max V = 13224 Ib floor Ref. Sheet 11 I ' B= 27.5 ft. V=Vfloor/2 B= 240 plf Shear Capacity for Diaphragm Assembly WFCM -SBC (1995)Supplement Table 2C Framing Species Specific Gravity G = 0.42 Assume Typical Floor Diaphragm is 19/32"OSB with 8d nails at 6"o.c. panel ' I edge nailing and 6"o.c. at intermediate supports(Blocked) Note: Use value from 15/32"line in WFCM Table for use w/8d nails Tabulated Value= 1 220 jj1plf Vs = 1.40 (Tab. Value) See Supplement Table 2C Footnote 1 = 308 plf > 240 "plf- OK i I I I I UTURE SURROUNDINGS/DICKERSON #2 QN-12251/NY THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT ALL EXT. LOAD BEARING HDR'S: WITH SPAN OF 4'-5' OR 1. THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN APPROVED LESS WILL BE (3) 2x6 SPF 92 ALL OTHERS WILL FROM A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, ® 4'X10' FLOOR REGISTER (6' FROM WALL) 8 REQUIRED BE SPECIFIED ACCORDING TO NEW CALCS MANUAL. PLICATION NO. M1168-02-074, MANUFACTURER'S NO. M1168. p ICH HAS NOT BEEN MODIFIED IN ANY MANNER. TOE-KICK HEAT GRILLE ( LOCATED @ WET AREAS) l REQUIRED THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING PART 5 ® 6'X14' HIGH/LOW AIR RETURNS @ 87' & 18' AFF. 5 PAIRS REQUIRED ALL M/W HDR'S: WITH SPAN OF 4'-7' OR LESS OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE (ENERGY CODE) WILL BE (4) 2X6 SPF #2 ALL OTHERS WILL AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE BE SPECIFIED ACCORDING TO NEW CALCS MANUAL. 9'-6' 24'-3' 34'-7 1/2' 41'-3' 45'-3' 53'-6' 58'-0' R.O. 3' 1 3/4'x4. 9 3/4• O (SEC 4 PG 29)PF w2 IED PLATE. STATE LOCATION 10 IED SAFETY �O R.O. 2'-5 3/4•x3'-5 3/4• 1 GLAZED R.O. 2'-5 3/4'x3'-5 3/4• 1 11'-11 1/2' RRM - 9._9. -2442 W2442 VAL 36 4z 8'-4- L =4' N ' a LASCO 2" FUT VT 3 7236-ST B24 B24 SB 36 C NK-8 BATH tt2 1 3" RADON VENT q " I I 2.3`AI SUPPLY 10'-0' 4�6 nrP c `- J N -17 �- 3/4' HWBB �� 45' HIGHW/CAP WALL- z SUPPLY LINES 19'-8' KITCHEN DF 3*- ■ __ UTILITY 5'-5 la/2' N VIRE FOR ■`�• o I i I 11 PLOLAT6 c c O DINING ROOM SPACESAVER ■ n `- �nJ dM *14ROF .0 MICROWAVE i■,'� 3 N g 91.81 SQ. FT. , N Z r 1 BEDROOM 113 ° $ATH ql 7.34 LIGHT REQ'D DVR 2 3/4'-L 2 VN Q 00 (V 153.96 SO. FT. 3.67 VENT REQ'D 7'_l. 4 z-Lw0 ` J�3a 12.32 LIGHT REQ'D 23.78 LIGHT PROV'D QH F========a �� I a �Oi iv 7 ��� 6.16 VENT REQ'D N 14.70 VENT PROV'D �` F-1 �DBI2 �� CIL El SHIP LOOSE \ a Z2 22.9 LIGHT PROV'D PAN WP r TI�D�Wt�S 22.91 VENT PROV'D ______________N 2'-6' `O J Iz x Ir DROP i V3625_j v24.z cv2. 3'-11' Y �E DRYWALL HEADER `-"- ? ij 6'-6 1/2' 9'-5' 12'-3' 3'-11 1/2' BATH #3 , w \ HALL a3 9C.IMIIJ47L� - 32'-2' ------------ _ HALL k2 )-2 30 cn IZHALL #1 -------v-- a Jz �� ConIT. ('1 U 1 v �, O ❑ --7-.._3.-, I I-------- 5'-10 v2' F- 6 112- ------------ -------- cu 4'-7 1/2• 4'-7' 2 -o• 3'-6' OMIT 2'-8' SECT O __ CLG a WALL GYP I t ' CLO CLO LIN G ---- ------------------ ----- ------U A S-,Olai� N 2;_ ) 2x4 $J _STUD GRADE <2) 2x I GRADE 12'-6 I/2" 3'-11' �y/■p aosF i= 4a I ■Lrvr� zID ' BEDROOM k2fU LIVING ROOM 3 0 166.25 SO. FT. 245.16 SO. FT. BEDROOM #1 13.30 LIGHT REO'D 19.61 LIGHT REO'D o 207.00 SO. FT. n 6.65 VENT REQ'D9.81 VENT REO'D ; 16.56 LIGHT REQ'D - - o 22.60 LIGHT PROV'D a 33.90 LIGHT PROV'D iv �Vfj 4r .90 IGHT PR V'11.80 VENT PROV'D 4'-10' 3 36.90 VENT PROV'D r+ 9. N = N O \ I © FOYER V fu_ (U am 15'-10' 1� - 0 4'-4' R.O. 3' 1 3/4'x4' 9 3/4• 12 _0• R.O. 3' 1 3/4'x4. 9 /41 21'-11• 31'-4' HDR <3) 1 1/2x9 1/4 KL I 46._5. HDR t3) 2x10 SPF w2 58 _0• I <TEC 4 PG 29) (SEC 4 PG 29) 17'-2 1/2' I R.O. (EACH) 3' 1 3/4•x4. 9 ;/4• R.O. (EACH) 3' 1 3/4'x4' 9 3/4' 20'-4 1/2• �hew�u ,� �Cc�t+pin S 1 I PORCH ROOF OVERHANG - ONSITE 1 HOUSE TO BE ERECTED AT I I SOUTHOLD, NY ,t I SUFFOLK COUNTY 1 X o USE HIGH WIND PACKAGE 1 45 LB. SNOW ZONE ! 20'-5' 1 L-------------i 120 MPH. WIND ZONE (3 SEC GUST) rCt�L� 26 PSF. WIND LOAD -------------------- --------------- SEISMIC DESIGN CATEGORY - B A-1.4 ES: 1.BUILDER IS RESPONSIBLE FOR PROVIDING A PROPERLY 6. SIZED HEATING SYSTEM TO COVER A 71,000 BTU LOSS 7• / TflE' PBAA' Of 2858-CUSTOM RANCH 2•HEAT LOSS WAS CALCULATED W/ R-19 INSULATION OR HEATED BSMT 8. f v P_PRFE'CT/ON 1St STORY FLOOR PLAN 3. w - DENOTES ADDITIONAL COLUMN IN BASEMEN 9. el -4 CLG BEAM OVER LIVING IS TO BE ( M.L. (SEC 4 PG 100) 10. 1��1r'�L�'S', INC. DRAWN BY: DATE: SCALE: LAYER: FILE No 5.7/12 ROOF RAFTER @ 16' D.C. �• K$ 8/31/04 1/4'=1'-0' SHI/FPl A12251 L A R S C7 N GAS'01 X06 Apex Homes QN-12251/NY SHEET NO. OF E S I L:::�, N Architects•Engineers•Surveyors CALCULATED BY BCR DATE 9/20/2004 R C7 U P P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY DATE Phone(570)323-6603•FAX(570)323-9902 SCALE I ' ROOF SYSTEM/CONNECTIONS Rafter Spacing = 16 I in I Snow Load (p9) = 45 ;psf (BCNYS Figure 1608.2) Roof Pitch = 7:12 I LOADS Dead Load = 10 psf 1.3333 = 13.333 plf Live Load = 20 psf 1.3333 = 26.667 plf (Attic w/Storage) Snow Load Cs = 1.00 ! (ASCE 7-98 Figure 7-2) I Ps(balanced) = 0.7"p9*CS = 31.5 psf 1.3333 = 42.0 plf Ps(unbalanced) = 1.5*Ps/Ce I 1.5 "' 31.5 psf 1.0 I = 47.25 psf 11.3333 = 63.0 plf Convert Snow Load from Horizontal Projection to Sloping Load 13.892 7 12 ;Balanced Snow = 42.0 plf 0.8638 = 36.3 plf Unbalanced Snow = 63.0 ,plf 0.8638 = 54.4 plf I ! i I I I I i li IIlllil � i TARSO N 1 )1 - ra Joe Architects . Engineers . Surveyors SHEET NO. a OF DESIGN �O F �� f„f; G R O U P CALCULATED DATEi• �_ P.O. Box 487 • Williamsport, PA 17703-0487 �} DATE Phone(570)323-6603 . FAX(570)323-9902 CHECKED BY SCALE - - tet.. — .._ y/�� �I/ /��•.� 0,s� s4L f or: 5511ri Jac . 2 — g ; ; - 2.=5 f 14 i . i• -------2�..----.:PDQ-_._..�.__-._. _...�..._ ___�__-.�._•-�-• - — �---��--...- - -- -- - --. �..�� - ----- --._ :Waw° . W. — i - __-- _ -- _ _. __-. _ -._. _._ .-._ _... _....- _ �_�.. 2 - ....._____ ..__......._....._.........._..__.... ___ _.... _ 1 : : : . : : . . . . . : : : : :: ..._ ._...-..... y........ _..... ................ ... .......... ..._.;...-..... .......... ..... ..... ....- . _.... _ _.... - - - _ _ ..... - - - - - _ - _ ....... ..._.._.. _.............. - - _.. - - ...............__...... ....__�_....�.............. .......... _.... - - - - - 1 . ._ .... _ _.___.._.........._......................_.......__..........:............_--...._....... ......... ..._ _ .. - — - ..... t Job No Sheet No Rev ® 1 Software licensed to Larson Design Group,Inc. Part ' Job Title Ref 8y BCR Date20-Sep-04 Chd SJ E 9� Client File 71228.std Datemme 20-Sep-2004 14:55 8 13 9' 6 9 12 1 2 2 �---—3-----4-------—- 4 3 ' Load 5 Whole Structure ' Print Time/Datw 20/09/2004 15:36 STAAD.Pro for Windows Release 2004 Print Run 1 of 1 ( ' Monday, September 20, 2004, 02:57 PM PAGE NO. 1 * * CN v-Isl * STAAD.Pro * 9�L?�/6' * Version 2004 Bld 1002.US * f * Proprietary Program of * Research Engineers, Intl. * Date= SEP 20, 2004 * Time= 14:55:54 * * * USER ID: Larson Design Group, Inc. 1. STAAD SPACE 27'6" 7:12 ROOF PITCH INPUT FILE: 71228.STD 2. START JOB INFORMATION 3. ENGINEER NAME BCR 4. ENGINEER DATE 20-SEP-04 5. END JOB INFORMATION 6. * 24" O.C. 45 PSF GROUND SNOW, 120 MPH WIND 7. INPUT WIDTH 79 8. UNIT FEET POUND 9. JOINT COORDINATES 10. 1 0 0 0; 2 9.75 0 0; 3 13.75 0 0; 4 17.75 0 0; 5 27.5 0 0; 6 9.75 5.6875 0 ' 11. 7 17.75 5.6875 0; 8 11.895 6.93846 0; 9 15.6055 6.93846 0; 10 13.75 8.02083 0 12. MEMBER INCIDENCES 13. 1 1 2; 2 2 3; 3 3 4; 4 4 5; 5 1 6; 6 6 8; 7 8 10; 8 10 9; 9 9 7; 10 7 5 14. 11 2 6; 12 4 7; 13 8 9 15. UNIT INCHES POUND 16. DEFINE MATERIAL START 17. ISOTROPIC SPF2 18. E 1.4E+006 ✓ ' 19. DENSITY 0.0151667 20. ISOTROPIC S�2 21. E 1.6E+006 22. DENSITY 0.0180556 ' 23. END DEFINE MATERIAL 24. MEMBER PROPERTY AMERICAN 25. 5 6 9 10 PRIS YD 7.25 ZD 1.5 / 26. 7 8 11 12 PRIS YD 3.5 ZD 1.5 -/ 27. 13 PRIS YD 5.5 ZD 1.51 26. 1 TO 4 PRIS YD 11.25 ZD 1.5 / 29. CONSTANTS 30, MATERIAL SPF2 MEMB 5 TO 13 31. MATERIAL SYP2 MEMB 1 TO 4 32. MEMBER TRUSS 33. 11 TO 13 34. MEMBER RELEASE 35. 7 START MZ 36. 8 END MZ 37. SUPPORTS 38. 3 PINNED ' 39. 1 5 FIXED BUT FX MZ 40. UNIT FEET POUND L:\Structures\6314-007 -008 Apex\Calculations\12251\staad\71228.anl Page 1 of 11 I I - Monday, September 20, 2004, 02:57 PM 27'6" 7:12 ROOF PITCH - PAGE NO. 2 41. LOAD 1 DEAD ' 42. MEMBER LOAD j �} 43. 1 TO 10 UNI GY -13.32 44. LOAD 2 LIVE - ATTIC STORAGE ' 45. MEMBER LOAD 4 46. 1 TO 4 UNI GY -26.64 47. LOAD 3 BALANCED SNOW (45=PG) 48. MEMBER LOAD / 49. 5 TO 10 UNI GY -36.3 ✓ 50. LOAD 4 UNBALANCED SNOW LOAD 51. MEMBER LOAD / N 52. 5 TO 7 UNI GY -54.396 53. LOAD 5 120 MPH WIND (SUCTION) 54. MEMBER LOAD 55. 5 TO 10 UNI GY 73.2 56. LOAD 6 120 MPH WIND (POSITIVE PRESSURE) 57. MEMBER LOAD 58. 5 TO 10 UNI GY -21.841 59. *0.75 TRANSIENT LOAD FACTOR 60. LOAD COMB 100 D+L+S+W (BALANCED SNOW, POS WIND) 61. 1 1.0 2 1.0 3 0.75 6 0.75 62. *0.75 TRANSIENT LOAD FACTOR 63. LOAD COMB 101 D+L+S+W (UNBALANCED SNOW, POS WIND) 64. 1 1.0 2 1.0 4 0.75 6 0.75 65. LOAD COMB 102 0.6D+W 66. 1 0.6 5 1.0 67. UNIT INCHES POUND 68. PERFORM ANALYSIS I **WARNING** THE POISSON'S RATIO HAS NOT BEEN SPECIFIED FOR ONE OR MORE MEMBERS/ELEMENTS/SOLIDS. THE DEFAULT VALUE HAS BEEN SET FOR THE SAME. i P R O B L E M S T A T I S T I C S ----------------------------------- ' NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 10/ 13/ 3 ORIGINAL/FINAL BAND-WIDTH= 5/ 3/ 24 DOF TOTAL PRIMARY LOAD CASES = 6, TOTAL DEGREES OF FREEDOM = 49 SIZE OF STIFFNESS MATRIX = 2 DOUBLE KILO-WORDS REQRD/AVAIL. DISK SPACE = 12.0/ 149919.2 MB 69. LOAD LIST 100 TO 102 70. PRINT MEMBER INFORMATION f ' L:\Structures\6314-007 -008 Apex\Calculations\12251\staad\71228.anl Page 2 of 11 i ' Monday, September 20, 2004, 02:57 PM - 27'6" 7:12 ROOF PITCH - PAGE NO. 3 MEMBER INFORMATION ------------------ MEMBER START END LENGTH BETA JOINT JOINT (INCH) (DEG) RELEASES ' 1 1 2 117.000 0.00 2 2 3 48.000 0.00 3 3 4 48.000 0.00 4 4 5 117.000 0.00 5 1 6 135.451 0.00 6 6 8 29.798 0.00 '7 8 10 Zf "77Z':V 0.00 000001000000 8 10 9 �=--Z77 0.00 000000000001 9 9 7 29.792 0.00 ' 10 7 5 135.451 0.00 ` 11 2 6 '68.250 TRUSS 12 4 7 68.25Zf' TRUSS . 13 8 9TRUSS END OF DATA FROM INTERNAL STORAGE ************ ' 71. PRINT MEMBER FORCES ALL M i I f 1Structures\6314-007 -008 Apex\Calculations\12251\staad\71228.anl Page 3 of 11 ' Monday, September 20, 2004, 02:57 PM - 27'6" 7:12 ROOF PITCH - PAGE NO. 4 MEMER END FORCES STRUCTURE TYPE = SPACE ALL UNITS UNITS ARE -- POUN INCH MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z 1 100 1 -197.86 207.39 0.00 0.00 0.00 -5470.16 2 197.86 182.22 0.00 0.00 0.00 6942.36 101 1 -181.85 250.04 0.00 0.00 0.00 -6488.74 2 181.85 139.57 0.00 0.00 0.00 12951.58 102 1 140.10 41.45 0.00 0.00 0.00 7118.98 2 -140.10 36.47 0.00 0.00 0.00 -6827.92 2 100 2 -197.86 -622.01 0.00 0.00 0.00 -6942.36 3 197.86 781.85 0.00 0.00 0.00 -26750.13 101 2 -181.85 -704.88 0.00 0.00 0.00 -12951.58 3 181.85 864.72 0.00 0.00 0.00 -24718.67 102 2 140.10 521.61 0.00 0.00 0.00 6827.92 ' 3 -140.10 -489.64 0.00 0.00 0.00 17442.05 3 100 3 -197.86 781.82 0.00 0.00 0.00 26750.13 4 197.86 -621.98 0.00 0.00 0.00 6940.92 ' 101 3 -181.85 583.79 0.00 0.00 0.00 24718.67 4 181.85 -423.95 0.00 0.00 0.00 -532.81 102 3 140.10 -489.61 0.00 0.00 0.00 -17442.05 4 -140.10 521.57 0.00 0.00 0.00 -6826.27 4 100 9 -197.86 182.29 0.00 0.00 0.00 -6940.92 5 197.86 207.37 0.00 0.00 0.00 5470.93 101 4 -181.85 224.90 0.00 0.00 0.00 532.81 5 181.85 164.71 0.00 0.00 0.00 2988.25 ` 102 4 140.10 36.45 0.00 0.00 0.00 6826.27 I5 -140.10 41.47 0.00 0.00 0.00 -7119.86 5 100 1 405.91 303.16 0.00 0.00 0.00 5470.16 6 -82.15 251.86 0.00 0.00 0.00 -1996.23 101 1 426.65 370.49 0.00 0.00 0.00 6488.74 ' 6 -25.70 316.66 0.00 0.00 0.00 -2856.63 102 1 -362.85 -343.97 0.00 0.00 0.00 -7118.98 6 -8.02 -291.81 0.00 0.00 0.00 3585.99 6 100 6 303.73 128.05 0.00 0.00 0.00 1996.23 8 -232.52 -5.94 0.00 0.00 0.00 0.00 101 6 310.53 171.48 0.00 0.00 0.00 2856.63 8 -222.34 -20.26 0.00 0.00 0.00 0.00 102 6 -273.16 -190.28 0.00 0.00 0.00 -3585.99 8 191.58 50.41 0.00 0.00 0.00 0.00 7 100 8 173.13 40.54 0.00 0.00 0.00 0.00 10 -111.52 65.05 0.00 0.00 0.00 -315.88 \Structures\6314-007 -008 Apex\Calculations\12251\staad\71228.an1 Page 4 of 11 Monday, September 20, 2004, 02:57 PM 27'6" 7:12 ROOF PITCH -- PAGE NO. 5 I � MEMBER END FORCES STRUCTURE TYPE = SPACE ----------------- ALL UNITS ARE -- POUN INCH MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z 101 8 163.47 ( 54:�6�V 0.00 0.00 0.00 0.00 ��f 10 -87.17 76.21 0.00 0.00 0.00 -278.92 102 8 19 -46.86 0.00 0.00 0.00 0.00 r per_ bJ 10 C1 93J"(� -74.10 0.00 0.00 0.00 351.02 9,%P 8 100 10 :LCC-5!>C1 65.07 0.00 0.00 0.00 315.88 1.4966 9 -173.13 40.56 0.00 0.00 0.00 0.00 101 10 109.24 38.37 0.00 0.00 0.00 278.92 9 -141.38 16.73 0.00 0.00 0.00 0.00 ' 102 10 -127.02 -74.11 0.00 0.00 0.00 -351.02 9 197.60 -46.68 0.00 0.00 0.00 0.00 9 100 9 232.52 -5.91 0.00 0.00 0.00 0.00 1 7 -303.73 127.99 0.00 0.00 0.00 -1994.65 101 9 200.26 17.61 0.00 0.00 0.00 0.00 f 7 -237.41 46.08 0.00 0.00 0.00 -424.08 102 9 -191.59 50.39 0.00 0.00 0.00 0.00 ' 7 273.16 -190.22 0.00 0.00 0.00 3584.18 10 100 7 82.16 251.84 0.00 0.00 0.00 1994.65 5 -405.92 303.17 0.00 0.00 0.00 -5470.93 101 7 137.12 125.86 0.00 0.00 0.00 424.08 5 -306.04 163.72 0.00 0.00 0.00 -2988.25 102 7 8.01 -291.79 0.00 0.00 0.00 -3584.18 { 5 362.86 -343.99 0.00 0.00 0.00 7119.86 11 100 2 439.78 0.00 0.00 0.00 0.00 0.00 6 -439.78 0.00 0.00 0.00 0.00 0.00 101 265:31 G 0.00 0.00 0.00 0.00 0.00 GEW/� 6 -56 1 0.00 0.00 0.00 0.00 0.00 102 2 -558.08 0.00 0.00 0.00 0.00 0.00 6 5 5-8-0-8-yT 0.00 0.00 0.00 0.00 0.00 12 100 4 439.74 0.00 0.00 0.00 0.00 0.00 7 -439.74 0.00 0.00 0.00 0.00 0.00 101 4 199.05 0.00 0.00 0.00 0.00 0.00 7 -199.05 0.00 0.00 0.00 0.00 0.00 102 4 -558.03 0.00 0.00 0.00 0.00 0.00 ` 7 558.03 0.00 0.00 0.00 0.00 0.00 13 100 8 68.76 C 0.00 0.00 0.00 0.00 0.00 9 -68.76 0.00 0.00 0.00 0.00 0.00 101 8 68.16 0.00 0.00 0.00 0.00 0.00 9 -68.16 0.00 0.00 0.00 0.00 0.00 102 8 6.96 0.00 0.00 0.00 0.00 0.00 9 -6.96 0.00 0.00 0.00 0.00 0.00 \Structures\6314-007 -008 Apex\Calculations\12251\staad\71228.anl Page 5 of 11 Monday, September 20, 2004, 02:57 PM i 27'6" 7:12 ROOF PITCH -- PAGE NO. 6 r o�t c�4 ************** END OF LATEST ANALYSIS RESULT ************** 72. PRINT MEMBER STRESSES ALL 1 Ir M L:\Structures\6314-007 -008 Apex\Calculations\12251\staad\71228.anl Page 6 of 11 Monday, September 20, 2004, 02:57 PM - 27'6" 7:12 ROOF PITCH - PAGE NO. 7 VOY MEMBER STRESSES --------------- ALL UNITS ARE POUN/SQ INCH MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z 1 100 .0 11.7 T 0.0 172.9 184.6 18.4 0.0 1.00 11.7 T 0.0 219.4 231.1 16.2 0.0 101 .0 10.8 T 0.0 205.1 215.9 22.2 0.0 4 1.00 10.8 T 0.0 409.3 420.1 12.4 0.0 ' 102 .0 8.3 C 0.0 225.0 233.3 3.7 0.0 1.00 8.3 C 0.0 215.8 224.1 3.2 0.0 2 100 .0 11.7 T 0.0 219.4 231.1 55.3 0.0 1.00 11.7 T 0.0 845.4 857.2 69.5 0.0 101 .0 10.8 T 0.0 409.3 420.1 62.7 0.0 1.00 10.8 T 0.0 781.2 792.0 76.9 0.0 102 .0 8.3 C 0.0 215.8 224.1 46.4 0.0 1.00 8.3 C 0.0 551.3 559.6 43.5 0.0 3 100 .0 11.7 T 0.0 845.4 857.2 69.5 0.0 1.00 11.7 T 0.0 219.4 231.1 55.3 0.0 ' 101 .0 10.8 T 0.0 781.2 792.0 51.9 0.0 1.00 10.8 T 0.0 16.8 27.6 37.7 0.0 102 .0 8.3 C 0.0 551.3 559.6 43.5 0.0 1.00 8.3 C 0.0 215.7 224.0 46.4 0.0 ' 4 100 .0 11.7 T 0.0 219.4 231.1 16.2 0.0 1.00 11.7 T 0.0 172.9 184.6 18.4 0.0 101 .0 10.8 T 0.0 16.8 27.6 20.0 0.0 1.00 10.8 T 0.0 94.4 105.2 14.6 0.0 102 .0 8.3 C 0.0 215.7 224.0 3.2 0.0 1.00 8.3 C 0.0 225.0 233.3 3.7 0.0 5 100 .0 37.3 C 0.0 416.3 453.6 41.8 0.0 1.00 7.6 C 0.0 151.9 159.5 34.7 0.0 101 .0 39.2 C 0.0 493.8 533.0 51.1 0.0 1.00 2.4 C 0.0 217.4 219.8 43.7 0.0 102 .0 33.4 T 0.0 541.8 575.1 47.4 0.0 C1.00 0.7 T 0.0 272.9 273.6 40.2 0.0 6 100 .0 27.9 C 0.0 151.9 179.8 17.7 0.0 1.00 21.4 C 0.0 0.0 21.4 0.8 0.0 101 .0 28.6 C 0.0 217.4 245.9 23.7 0.0 1.00 20.4 C 0.0 0.0 20.4 2.8 0.0 102 .0 25.1 T 0.0 272.9 298.0 26.2 0.0 1.00 17.6 T 0.0 0.0 17.6 7.0 0.0 7 100 .0 33.0 0.0 0.0 33.0 11.6 0.0 1.00 21.2 C 0.0 103.1 124.4 18.6 0.0 101 .0 31.1 C 0.0 0.0 31.1 15.6 0.0 1.00 16.6 C 0.0 91.1 107.7 21.8 0.0 102 .0 37.6 T 0.0 0 37.6 13.4 0.0 1.00 24.2 T 0.0114.6 138.8 21.2 0.0 I :\Structures\6314-007 -008 Apex\Calculations\12251\staad\71228.anl Page 7 of 11 Monday, September 20, 2004, 02:57 PM - 2716" 7:12 ROOF PITCH - PAGE NO. 8 MEMBER STRESSES --------------- ALL UNITS ARE POUN/SQ INCH I MEMS LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z 8 100 .0 21.2 C 0.0 103.1 124.4 18.6 0.0 1.00 33.0 C 0.0 0.0 33.0 11.6 0.0 101 .0 20.8 C 0.0 91.1 111.9 11.0 0.0 1.00 26.9 C 0.0 0.0 26.9 4.8 0.0 C 102 .0 24.2 T 0.0 114.6 138.8 21.2 0.0 1.00 37.6 T 0.0 0.0 37.6 13.4 0.0 9 100 .0 21.4 C 0.0 0.0 21.4 0.8 0.0 1.00 27.9 C 0.0 151.8 179.7 17.7 0.0 101 .0 18.4 C 0.0 0.0 18.4 2.4 0.0 1.00 21.8 C 0.0 32.3 54.1 6.4 0.0 102 .0 17.6 T 0.0 0.0 17.6 6.9 0.0 1.00 25.1 T 0.0 272.8 297.9 26.2 0.0 10 100 .0 7.6 C 0.0 151.8 159.3 34.7 0.0 1.00 37.3 C 0.0 416.3 453.7 41.8 0.0 101 .0 12.6 C 0.0 32.3 44.9 17.4 0.0 1.00 28.1 C 0.0 227.4 255.5 22.6 0.0 102 .0 0.7 C 0.0 272.8 273.5 40.2 0.0 1.00 33.4 C 0.0 541.8 575.2 47.4 0.0 ' 11 100 .0 83.8 C 0.0 0.0 83.8 0.0 0.0 'I 1.00 83.8 C 0.0 0.0 83.8 0.0 0.0 101 .0 107.7 C 0.0 0.0 107.7 0.0 0.0 1.00 107.7 C 0.0 0.0 107.7 0.0 0.0 102 .0 106.3 T 0.0 0.0 106.3 0.0 0.0 1.00 106.3 T 0.0 0.0 106.3 0.0 0.0 C12 100 .0 83.8 C 0.0 0.0 83.8 0.0 0.0 ` 1.00 83.8 C 0.0 0.0 83.8 0.0 0.0 101 .0 37.9 C 0.0 0.0 37.9 0.0 0.0 1.00 37.9 C 0.0 0.0 37.9 0.0 0.0 102 .0 106.3 T 0.0 0.0 106.3 0.0 0.0 1.00 106.3 T 0.0 0.0 106.3 0.0 0.0 13 100 .0 8.3 C 0.0 0.0 6.3 0.0 0.0 1.00 8.3 C 0.0 0.0 8.3 0.0 0.0 101 .0 8.3 C 0.0 0.0 8.3 0.0 0.0 1.00 8.3 C 0.0 0.0 8.3 0.0 0.0 102 .0 0.8 C 0.0 0.0 0.8 0.0 0.0 1.00 0.8 C 0.0 0.0 0.8 0.0 0.0 ************** END OF LATEST ANALYSIS RESULT ************** 73. PRINT JOINT DISPLACEMENTS ALL \Structures\6314-007 -008 Apex\Calculations\12251\staad\71228.anl Page 8 of 11 I ' Monday, September 20, 2004, 02:57 PM - 2716" 7:12 ROOF PITCH - PAGE NO. 9 JOINT DISPLACEMENT (INCH RADIANS) STRUCTURE TYPE = SPACE ------------------ JOINT LOAD X-TRANS Y-TRANS Z-TRANS X-ROTAN Y-ROTAN Z-ROTAN 0.00121 0.0000 1 100 - 0 0.00000 0.00000 0.00000 -0.00255 101 -0.00111 0.00000 0.00000 0.00000 0.00000 -0.00347 102 0.00086 0.00000 0.00000 0.00000 0.00000 0.00164 2 100 -0.00035 -0.06381 0.00000 0.00000 0.00000 0.00156 101 -0.00032 -0.10809 0.00000 0.00000 0.00000 0.00208 102 0.00025 0.04095 0.00000 0.00000 0.00000 -0.00092 3 100 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 101 0.00000 0.00000 0.00000 0.00000 0.00000 0.00120 102 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 4 100 0.00035 -0.06380 0.00000 0.00000 0.00000 -0.00156 1 101 0.00032 -0.00995 0.00000 - 0.00000 0.00000 -0.00082 102 -0.00025 0.04095 0.00000 0.00000 0.00000 0.00092 ` 5 100 0.00121 0.00000 0.00000 0.00000 0.00000 0.00255 101 0.00111 0.00000 0.00000 0.00000 0.00000 0.00124 102 -0.00086 0.00000 0.00000 0.00000 0.00000 -0.00164 6 100 0.03588 -0.06789 0.00000 0.00000 0.00000 0.00259 101 0.06267 -0.11333 0.00000 0.00000 0.00000 0.00279 102 -0.02423 0.04614 0.00000 0.00000 0.00000 -0.00207 7 100 -0.03588 -0.06788 0.00000 0.00000 0.00000 -0.00259 101 -0.00349 -0.01180 0.00000 0.00000 0.00000 -0.00193 102 0.02422 0.04613 0.00000 0.00000 0.00000 0.00207 8 100 0.00014 -0.00766 0.00000 0.00000 0.00000 0.00228 101 0.02569 -0.05096 0.00000 0.00000 0.00000 0.00232 102 0.00000 0.00549 0.00000 0.00000 0.00000 -0.00142 9 100 -0.00012 -0.00763 0.00000 0.00000 0.00000 -0.00228 101 0.02543 0.03692 0.00000 0.00000 0.00000 -0.00191 I 102 -0.00003 0.00546 0.00000 0.00000 0.00000 0.00142 f` 10 100 0.00000 -0.00841 0.00000 0.00000 0.00000 0.00000 101 -0.00008 -0.00767 0.00000 0.00000 0.00000 0.00211 102 0.00000 0.00663 0.00000 0.00000 0.00000 0.00000 ************** END OF LATEST ANALYSIS RESULT ************** 74. PRINT SECTION MAX DISPL ALL 1 t:\Structures\6314-007 -008 Apex\Calculations\12251\staad\71228.anl Page 9 of 11 i - Monday, September 20, 2004, 02:57 P14 27'6" 7:12 ROOF PITCH - PAGE NO. 10 MAX MEMBER SECTION DISPLACEMENTS UNIT= INCH FOR FPS AND CM FOR METRIC/SI SYSTEM MEMBER MAX DISP LOCATION LOAD L/DISPL t1 0.08678 58.50 101 1348 2 0.00989 32.00 100 4854 3 0.01230 20.00 101 3903 4 0.06566 58.50 100 1781 5 0.17097 67.73 101 792 6 0.00237 12.42 102 12585 7 0.00232 12.89 101 11108 8 0.00167 15.04 102 15401 9 0.00237 17.38 102 12594 10 0.13944 67.73 100 971 11 0.00000 0.00 1 0 12 0.00000 0.00 1 0 13 0.00000 0.00 1 0 ************ END OF SECT DISPL RESULTS *********** 75. PRINT SUPPORT REACTION ALL I � P1 RI I � I � I � L1 � 1 � 1 L:\Structures\6314-007 -008 Apex\Calculations\12251\staad\71228.anl Page 10 of 11 i i Monday, September 20, 2004, 02:57 PM - 27'6" 7:12 ROOF PITCH - PAGE NO. 11 SUPPORT REACTIONS -UNIT POUN INCH STRUCTURE TYPE = SPACE ----------------- JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z i3 100 0.00 1563.66 0.00 0.00 0.00 0.00 101 0.00 1448.51 0.00 0.00 0.00 0.00 102 0.00 -979.25 0.00 0.00 0.00 0.00 1 100 0.00 673.77 0.00 0.00 0.00 0.00 101 0.00 785.04 0.00 0.00 0.00 0.00 102 0.00 -438.49 0.00 0.00 0.00 0.00 5 100 0.00 673.77 0.00 0.00 0.00 0.00 101 0.00 460.33 0.00 0.00 0.00 0.00 102 0.00 -438.50 0.00 0.00 0.00 0.00 ************** END OF LATEST ANALYSIS RESULT ************** 76. FINISH *********** END OF THE STAAD.Pro RUN *********** **** DATE= SEP 20,2004 TIME= 14:55:54 **** ************************************************************ I * For questions on STAAD.Pro, please contact * Research Engineers Offices at the following locations I * * * Telephone Email * USA: +1 (714)974-2500 support@reiusa.com * CANADA +1 (905)632-4771 detech@odandetech.com * UK +44(1454)207-000 support@reel.co.uk * FRANCE +33(0)1 64551084 support@reel.co.uk * GERMANY +49/931/40468-71 info@reig.de * NORWAY +47 67 57 21 30 support@reel.co.uk * SINGAPORE +65 6225-6015/16 support@reiasia.net * INDIA +91(033)2357-3575 support@calcutta.reiusa.com * JAPAN +81(03)5952-6500 eng-eye@crc.co.jp * CHINA +86(411)363-1983 support@reiasia.net * * ` * North America support@reiusa.com ll[ * Europe support@reel.co.uk * Asia support@reiasia.net ************************************************************ I L:\Structures\6314-007 -008 Apex\Calculations\12251\staad\71228.an1 Page 11 of 11 I I L A R S O N Client: Apex Homes,Inc. Job Number: 6314-008 Architects,Engineers,Surveyors Date: 9/20/2004 and its affiUate Larson Arohrtectu2l Group Designer: BCR CN , k D S�is Main House-27.5' 45 psf Ground Snow, 120 mph Wind 7:12 Pitch Flip Rafter Design: Rafter Length: 25.77 in Max.Compressive Stress fc: 33.00 l Max. Bending Stress fb: 114.60 ps�, Max.Tensile Stress f,: 37.60 psi Connection Forces Rafter to Outer Module Truss: Compressive 173.13 Ib t Tensile 197.61 Ib Shear 54.56 Ib Ridge to Ridge: J Compressive 111.51 Ib Tensile 127.03 Ib Shear 64.01 Ib Check 2x4 No. 2 Spruce Pine Fir Compression Check: Fc 1150 psi Cp 1.15 CM 1 CF 1.15 / CP 0.96 C➢ =1+(F./F')_ r1+Fa/F"lZ_FaIF, where FcE 7747.4 - L 2c J c Fe 1520.9 F, -(P Ids C 0.8 KcE 0.3 E 1400000 psi le 25.77 in d 3.5 in Fc' 1453.7 psi fc<F'c:OK Bending Check: Fb 875 CF 1.5 Cr 1.15 f Fe 1735.8 psi fb<F'b:OK Combined Bending and Compression Check: (f.)Z + fb <_ 1 (� Fc')� Fti(14jcE) Eq'n= 0.07 Combined Bending and Compression OK iTensile Check: F, 450 psi CF 1.5 � F; 675.0 psi ft<F't:OK Combined Bending and Tension Check: fb + f, <= 1 Fti Ft Eq'n= 0.12 Combined Bending and Tension OK 12251 connections.xls Flip Rafters L A R S O N Client: Apex Homes,Inc. Job Number: 6314-008 P� Architects,Engineers,Surveyors Date: 9/20/2004 D„ESI,G_N and its affiliate Larson Architectural Group Designer: BCR GROUP Flip Rafter Connections: Flip Rafter to Outer Module Top Chord Rafter/Top Chord to Plate Note: Axial Tensile forces will be resisted Shear Check: by the attachment of a steel strap to Fastener: 0.131x3”Nails the top chord and rafter. Design Value: 79 pounds Duration Factor: 1.15 Tensile Check: Toe Nail Factor: 0.83 26ga. Strap Capacity: 664 pounds Fastener Allowable: 75.4055 22ga. Strap Capacity. 998 pounds Fasteners Required: Use 26 ga.Strap Chord to Plate: 1 nails Fastener: 0.113x2 1/2"Nails Plate to Plate Design Value: 41 pounds Shear Check: Duration Factor: 1.6 Design Value: 79 pounds Fastener Allowable: 65.6 Duration Factor: 1.15 Fasteners Required: Toe Nail Factor: 0.83 Strap to Chord: 4 nails Fastener Allowable: 75.4055 Note: Nails required each Fasteners Required: side of the top chord/rafter Plate to Plate: 1 nails/truss bay joint. Min. Spacing= 10D= 1.25" I Ridge Connection Rafter/Top Chord to Plate Note: Axial Tensile forces will be resisted Shear Check: by the attachment of a steel strap from Fastener: 0.131x3"Nails rafter to rafter. Design Value: 79 pounds Duration Factor: 1.15 Tensile Check: End Nail Factor 0.67 26ga. Strap Capacity. 664 pounds Fastener Allowable: 60.8695 22ga. Strap Capacity: 998 pounds Fasteners Required: Use 26 ga.Strap Chord to Plate: 2 nails Fastener: 0.0915"x 1 1/2"Nails Plate to Plate Design Value: 39 pounds Shear Check: Duration Factor: 1.6 Fastener: 0.131x31/4"Nails Fastener Allowable: 62.4 Design Value: 79 pounds Fasteners Required: Duration Factor: 1.15 Strap to Chord: 3 nails Toe Nail Factor: 0.83 Note: Nails required each Fastener Allowable: 75.4055 end of the strap Fasteners Required: Plate to Plate: 1 nails/truss bay GAL-=STEEL STRAP I W/0.0813'.1 1/1' GALV.STEEL STRAP NAILS EACH END W/0.113.2 NAILS'EACN END 0.111.!1/A'NAILS T/T6'91EATNING 0.131.}•NAILS (PLATE TO PLATE) 0.131„3 1/t'NAILS 0.131 x}•NAILS.TOED (TOP CHORD TO PLATE) FFgyDW NDS WIDELINES FOR NIM NAIL SPACING AND EDGE FOLLOW NDS WIDELINES FOR DISTANCES. NAIL SPACING AND EDGE DISTANCES. 12251 connections.xls Flip Rafters L A R S O N Client: Apex Homes,Ina Job Number: 6314-008 r Architects,Engineers,Surveyors Date: 9/2072404 s G R O U P and its affiiate Larson Architectural Group Designer: BCR C �l D , (= 104 Main House-27.5' 45 psf Ground Snow,120 mph Wind 7:12 Pitch Kneewall Design: Kneewall Height: 68.25 inc�s Max Compression: 565.31 Ib Max.Compressive Stress f.: 107.68 psi Max Tension: 558.08 Ib Max.Tensile Stress f,: 106.30 psi Connection Forces Chord to Kneewall(Comp.) 565.31 Ib Chord to Kneewall(Ten.) 558.08 Ib Check 2x4 No.2 Spruce Pine Fir Compression Check: Fc 1150 psi Cp 1.15 CM 1 CF 1.15 2 CP 0.57 Cp=I+(FE/F *)_ 1+F�/F,*1 Fa IF, where FcE 1104.5 K 2c 2c J c Fc' 1520.9 Fa _ _ z c 0.8 (told) KcE 0.3 E 1400 psi le 68.25.25 in✓ Provide 2x Lateral bracing d 3.5 in try 3rd points Fc' 871.0 psi fc<F'c:OK at Third Point of Kneewall Height. Tensile Check: Ft 450 psi CF 1.5 IF; 675.0 psi ft<F't:OK Kneewall Connections: Note: Any connection provided by the truss manufacturer takes precedence over the connections described below.Eg. If the kneewall is fastened to the truss top chord with a hinge plate designed or specified by the truss manufacturer no further strapping is required. Top or Bottom Chord to Kneewall Kneewall to Plate Note: Axial Tensile forces will be resisted I by the attachment of a steel strap to the kneewall stud and plate. Tensile Check: 26ga.Strap Capacity- 637 pounds 22ga. Strap Capacity.• 958 pounds 20ga.Strap Capacity: 1171 pounds 18ga.Strap Capacity.- 1524 pounds Use 26 ga.Strap Fastener. 0.148"x 1 112"Nails(10d x 1 1l2") Design Value: 54.2 pounds Duration Factor: 1.33 Penetration: 1.48 inches Penetration Factor: 0.8 Fastener Allowable: 60.16 Fasteners Reouired: Strap to Chord: 10 nails Note: Nails required each end of steel strap 12251 connections.xls Kneewalls L A R S O N Client: Apex Homes,Inc. �G Job Number: 6314-008 ' Architects,Engineers,Surveyors Date: 9/20/2004 D E S I,G N and its affiliate Larson Architectural Group Designer: BCR G R O U P Alternate Kneewall Connections: Alternate Connection#1: Note: Do not use the Plate to Chord or Kneewall to Plate connections described above in conjuction with the Simpson strap connections listed here. Model Number Fasteners to Rafter/Truss To Studs Allowable Uplift Load (pounds) Simpson H2 (5)8dx1 1/2 (5)8dx1 1/2 230 Simpson LTS12 (6)10dx1 1/2 (6)10dx1 1/2 620 Simpson MTS12 (7)10dx1 1/2 (7)10dx1 1/2 730 Simpson HTS16 (8)10dx1 1/2 (8)10dx1 1/3 865 Use Simpson LTS12. Alternate Connection#2: 2x Blocking to Rafter Note: Axial Tensile forces will be resisted Shear Check: by the attachment of a steel strap to Fastener: 16dx3 112"Nails the blocking and kneewall. Design Value: 120 pounds Duration Factor: 1.15 Tensile Check: Penetration Factor: 0.77 26ga.Strap Capacity.- 664 pounds Fastener Allowable: 106.48 22ga.Strap Capacity. 998 pounds Fasteners Reauired: 20ga.Strap Capacity: 1171 pounds Blocking to Rafter: 6 nails 18ga.Strap Capacity: 1524 pounds Use 26 ga.Strap Nail: 0.148"x 1 1/2"(10d x 1 1/2") Design Value: 54.2 pounds Duration Factor: 1.33 Penetration: 1.48 inches Penetration Factor: 0.8 Fastener Allowable: 60.16 Fasteners Required: Strap to Chord: 10 nails Note: Nails required each end of steel strap 1 KNEEM'ALL TOTGF/BOT'.gM KNEEWA L TO TOP/BOTTOM KNEENALL TO TOR/BOTTOW NE^.'t C-ORO CONNE., C�CRG CONON ^N:RC CONN_CTt^.V (AL'ERNA.TE Ji'': (AL'ERNnTE k'<; C � 12251 connections.xls Kneewalls L A R S O N Client: Apex Homes, Inc. 4 '°XI" Job Number: 6314-008 w' Architects,Engineers,Surveyors Date: 9/20/2004 D E SF I�G N Designer: BCR K and its affiliate Larson Architectural Group [> — G ROU P Main House-27.5' 45 psf Ground Snow,120 mph Wind 7:12 Pitch nCollar Tie Design: Collar Tie Length: 44.53 inches Max Compression: 68.76 Ib'/ Max. Compressive Stress fc: 8.33 psi Max Tension: 0 Ib Max.Tensile Stress ft: 0.00 psi Connection Forces n Top Chord to Collar Tie: 68.76 Ib Knee Wall To Collar Tie: 68.76 Ib Check 2x6 No. 2 Spruce Pine Fir F, 1150 psi M' CD 1.15 CM 1 .1 1 CF CF 01.1 CP = 1+(F.,IF. *�_ 1+FElFc * 2 _ FalFc where FcE 6408.4 2c [ 2c ] c Fc* 1454.8 FSE _ Q`%d2 I c 0.8 KcE 0.3 E 1400000 psi le 44.526 in Provide 2x Lateral bracing d 5.5 in d try 3rd points at Third Point of Collar Tie Span. Fe' 1379.1 psi fc< F'c: OK Tensile Check: Ft 450 psi CF 1.3 Ft 585.0 psi ft< F't: OK Collar Tie Connection: Fastener: 0.131x3" Nails Fastener Allowable: 79 pounds (single shear connection) Duration Factor: 1.15 Fasteners Required: Top Chord to Collar Tie: 1 nails Knee Wall To Collar Tie*: 1 nails (each side) e *if applicable 12251 connections.xis Collar Ties L A R S O N Client: Apex Homes, Inc. z Job Number: 6314-008 pGJ ,:`• Architects,Engineers,Surveyors Date: 9/20/2004 D E S ( G N and its affiliate Larson Architectural Group Designer: BCR G R O U P Alternate Fastener: 16d x 3 1/2" Common Nails Fastener Allowable: 122 pounds (single shear connection) Duration Factor: 1.15 Fasteners Required: Top Chord to Collar Tie: 1 nails Knee Wall To Collar Tie*: 1 nails (each side) *if applicable Alternate Fastener: 30d x 41/Y'Common Nails Fastener Allowable: 322 pounds (double shear connection) Duration Factor: 1.15 Fasteners Required: Knee Wall To Collar Tie ONLY*: 1 nails *if applicable h r0.131 x 3" NAILS 0.131 x 3" NAILS NOTE NOTE FOLLOW NDS GUIDELINES FOR FOLLOW NDS GUIDELINES FOR 55�NAIL SPACING AND EDGE NAIL SPACING AND EDGE DISTANCES. MAX 10 NAILS FOR DISTANCES. MAX 7 NAILS FOR 2x6 TO 2x6 CONNECTION. 2x6 TO 2x4 CONNECTION. 12251 connections.xls Collar Ties Town Of Southold P.0 Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 10/22/04 Receipt#: 122 Transaction(s): Subtotal 1 Septic Permit- Construct- Resid. $10.00 Check#: 122 Total Paid: $10.00 Name: East, End Construction 150 Waterview Drive Southold, NY 11971 Clerk ID: LBOHN Internal ID: 101413 BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: ►0 /QQ04 APPLICANT: +cam-rte"`- '�°� DATE SUBMITTED: 10/01/04 10.3 �. SCTM# DISTRICT: 1,000, SECTION: , BLOCK: 1 ,LOT: �_SUBDIVISION: M-- ADDRESS:( f)k-o c',5 C,P4j-, CITY: SA, C ZONING DISTRICT: f_CONFORMING? BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR NBP -Z/C/0 Z- , INFO BP !-Z/C/0 Z- , INFO ,/IBP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LATS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN-1997 100-25.Merger.(A nonconforming at any time after 7/1/83 REQ. LOT SIZE:- 10t ACT. LOT SIZE: REQ. LOT OV. ACT. LOT COV. REQ. FRONT PROP. FRONT REQ SID ACT. SIDE REQ. REAR PROP. REAR REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COST: -ARCHITFsCT'IE�TG— _--__mss cQjjer WATER FRONT? - DESCRIPTION: UJ,+� PANEL # — FLOOD ZONE: BULKHEAD? y4 DISTANCE? APPROVALS REQUIRM SUFFOLK COUNTY HEA&IH DEPTor NO, (BED #): DTE: 09 /ael PERMIT#: div / TOWN SEPTIC RECEIPr N SEP C CERTIFICATION: Y or N NEW YORK STATE DEC: PRE-DEC 9nn5 YES o DTE: _/_/_ PERMIT#: SOUTHOLD TOWN TRUSTEES: YoES DTE _/_/_ PERMIT#: TOWN ZONING BOARD APPROVAL: YES DTE: PERMIT#: TOWN PLAN. BOARD APPROVAL: YES o DTE__/ /_ PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES O NEW YORK STATE CODE COMPLIANCE (SEE PAGE or NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: 4,00 SF SECOND FLOOR: j60 SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE SF)- (_ g,21 _SF)= SFX$ �U—$_ +$-57)—+$ _ $ 13�� (—SF)-(� SF)= SFX$ =$ +$ +$ _ $ SF)- _SF)= SFX$ =$ +$ +$ _ $ FINAL TOTAL: $ 143-3r 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 EGRESS 5.7 S.F.: Y/N LIGHT 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&N TOTAL COMPLIENCE?Y/N(RETURN TO PAGE ONE)