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Home My WebLink About37689-Z yDiFOIt Town of Southold Annex 12/3/2013 P.O. Box 1179 54375 Main Road ffi * Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 36630 Date: 12/3/2013 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 500 KERWIN BLVD GREENPORT, SCTM 473889 Sec/Block/Lot: 53.4-44.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building permit heretofore filed in this otficed dated 9/25/2009 pursuant to which Building Permit No. 37689 dated 12/14/2012 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: A NEW ONE FAMILY DWELLING (MODULAR), WITH COVERED FRONT PORCH REAR DECK AND ATTACHED TWO CAR GARAGE AS APPLIED FOR The certificate is issued to JAMES POSILLICO (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL RIO-06-0089 10-08-2013 ELECTRICAL CERTIFICATE NO. 4509 08-30-2007 PLUMBERS CERTIFICATION DATED 09-25-2013 Van Ell lumbing & Heating X Auth d S' atur TOWN OF SOUTHOLD p BUILDING DEPARTMENT $ TOWN CLERK'S OFFICE ,y SOUTHOLD, NY e~ f „n BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit 37689 Date: 12/14/2012 Permission is hereby granted to: JAMES POSILLICO 346 MAPLE AVENUE STE-12 WESTBURY, NY 11590-3252 To: CONSTRUCTION OF A NEW ONE FAMILY DWELLING (MODULAR) W/ATTACHED TWO CAR GARAGE, COV FRONT PORCH & REAR DECK AS APPLIED FOR. REPLACES EXPIRED B.P. # 35029 At premises located at: 500 KERWIN BLVD GREENPORT SCTM # 473889 Sec/Block/Lot # 53.-4-44.1 Pursuant to application dated 9/25/2009 and approved by the Building Inspector. To expire on 6/14/2014. Fees: PERMIT RENEWAL $1,222.40 CO - NEW DWELLING $50.00 Total: $1,272.40 Building Inspector 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. 35029 Z Date SEPTEMBER 25, 2009 Permission is hereby granted to: JAMES POSILLICO 31 TENNYSON AVE WESTBURY,NY 11590 for CONSTRUCTION OF A NEW ONE FAMILY DWELLING (MODULAR) W/ATTACHED TWO CAR GARAGE, COV FRONT PORCH & REAR DECK AS APPLIED FOR. REPLACES 32668 at premises located at 500 KERWIN BLVD GREENPORT County Tax Map No. 473889 Section 053 Block 0004 Lot No. 044.001 pursuant to application dated SEPTEMBER 25, 2009 and approved by the Building Inspector to expire on MARCH 25, 2011. Fee $ 2,444.80 - Authorized Signature ORIGINAL Rev. 5/8/02 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) 35 ~ PERMIT NO. Z/ Date JANUARY 24, 2007 Permission is hereby granted to: POSILLICO CONST. 31 TENNYSON AVE WESTBURY,NY 11590 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING (MODULAR) WITH ATTACHED TWO CAR GARAGE, COVERED FRONT PORCH & REAR DECK AS APPLIED FOR at premises located at 500 KERWIN BLVD GREENPORT County Tax Map No. 473889 Section 053 Block 0004 Lot No. 044.001 pursuant to application dated JANUARY 5, 2007 and approved by the Building Inspector to expire on JULY 24, 2008. Fee $ 2,444.80 / ^ " agz' Authorized Signature COPY Rev. 5/8/02 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I . 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 $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, 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: SD D Key tt t/d `ryPp~ w,I, House No. Street Ha et owner or Owners of Property: 1P051 1//Z, & Suffolk County Tax Map No 1000, Section 53 Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ i Applican ign tune SUFFOLK (BUREAU of E L E C T R I C A L I N S P E C T O R S, i n C. 40 Nottingham Drive, Middle Island, NY 11953 Telephone: 631 495 8136 ¦ Fax: 631 980 6455 ¦ E-Mail: SBEIGS@gmail.com CERTIFICATE OF ELECTRICAL COMPLIANCE Applicant: R.C. Electric Corp. Rough In Inspection Date: 8/29/2007 Final Inspection Date: 8/29/2007 Application NO: 4509 Certificate N°: 4509 " Suffolk County Tax Map N°: 53 4 44.1 Building Permit N°: This Certificate of Electrical Compliance is limited to the inspection and compliance of electrical equipment and/or work described below, installed by the applicant named above, located at the premise of and not after the final inspection date above: Owner: Posillico Construction Co. Inc. Address: 500 Kerwin Blvd., Greenport, NY 11944 Address of Inspection Site: 500 Kerwin Blvd., Greenport, NY 11944 X Residential X Indoors Basement X Service Shed Commercial X Outdoors Ist Floor Pool X Other: X New Renovation 2nd Floor Hot tub Modular Home Addition Survey Attic Garage Inventory 200 LIG Service 10 Oil Heat Duplex Recpt Ceiling Fix HID Fix Service 30 Time Clock 2 Switches Wall Fix 1 Smoke Det 20 Ckt Main Panel Oil Hot Water 1 GFCI Recpt Recessed Fix Co Det Sub- Panel GFCI Breaker Single Recpt Fluorescent Fix Pump 2 Disconnects Dryer Recpt Range Recpt 2 A/C Blower Emergency Fix Transformers Exhaust Fan Appliance 2 A/C Cond Exit Fix Twist Lock TVSS Heat Pump Electric Heat Pool Luminaire Other Equipment: New York State Ingignia of Approval Num. 1940823, DoM 3/20/2007 Plan Approval Num. M0319-02-055, Serial Num. 9883 The electrical work and/or equipment described above were inspected and appear to be in compliance with local, state and national electrical code requirements and this office. Applicant: R.C. Electric Corp. License No: 1610-ME Inspected by Surdi Date of Certificate: 8/30/2007 Signature: i gUFcO(~,coGy o ~ ~ x W Town Hall, 53095 Main Road G P.O Box 1179 'Fax (631) 765-9502 ~Q Telephone (631)765-1802 Southold, NeaPark 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date 9/05/% -5 Building Pen-nit No. 37 ( Owner: .~P~~IA Sf~dYl J (Pleaseprint) Plumber: Og 1 1C. r~F>!(t1 1IUi>7rhltl j T 1Ti'GlhinJ (Please print' I certify that the solder used in the ~~ater eupply system contains less than 2/10 of 1% lead. (Plumbers Signature) S"rorn (o before me this or l da"; of 20-1~ Notary PubCounty CHRISTIE HALLOCK Notary Public, State of Newyork No. 4831950, Suffolk County Calhmissioo Expires May 31, 2 OF SOUTy46 iiiJJl * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION R ARKS: . Y Q DATE 3 INSPECTOR --Z" SOONi , TOWN ~ ®,IF F SOUTH OLD BUILDING DEPT. 765-1802 INSPECTION [ 1,,F DATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: I DATE 0 INSPECTOR ~o~~ pF SOIN6 '~~OUNfI,'~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: /OA~ 4- =1 Ltj~- ©J\ X1:2 DATE 7,5--07 INSPECTOR ~ ~o~~,OF SOpT~o~ 35o ;2- a~ ~lbUllry; TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION [ ] FlRE RESISTANT CONSTRWMW [ ] FlRE RESISTANT PENETRATION REMARKS: ~'/L~?y/v cz>1 o DATE INSPECTOR SO4Ty„- *®f TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN A [ ] FRAMING /STRAPPING [ FIN jqe~ ) [ ] FIREPLACE & CHIMNEY [ ] FIRE SA INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: /J 0 'o ro'e, i DATE 3 6 [3 INSPECTOR ?2; ` I- a J 3 U / ~ ~O~.t,OF SOUry~6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ;1,,;17NqUt-ATION [ ] [ NAL FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICA(ROUGH) [ ] ELECTRICAL (FINAL) ! REMARKS: DATE ` 3 INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ]FOUNDATION 2ND [ ] INyLAT [ ] FRAMING / STRAPPING [ FIN [ ] FIREPLACE & CHIMNEY [ ]FIRE Y INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: r DATE /l INSPECTOR . FIELD INSPECTION REPORT DATE COMMENTS ^ l4m FOUNDATION (1ST) OW - ` x - - FOUNDATION (2ND) _ O i 2 ~ ~ QUO Q V euv ROUGH FRAMING & PLUMBING < INSULATION PER N. Y. STATE ENERGY CODE f~ 1 ~ v FINAL ` O p/ U/97 A., ADDITIONAL COMMENTS ` rf C O del 3 Alec d.)l m. Qvc~,042t A-19- CIE d' ' 1 F%1 1 fl 1 13 z b ~ c v d y x d oc7 ~ TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT 5, Do you have or need the following, before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 Cy~ 4 sets of Building Plans TEL: (631) 765-1802 ~J(c1 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined 20 Contact: Approved 204?7 Mail to:rd,~j F85i 11/2o Disapproved a/c Phone: 516- ZSZ) ` y7 S~ Expiration 20_T_ Building Inspector APPLICATION FOR BUILDING PERMIT Date T'fAm ,qVJ 5 12001 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 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. ~J ' SI ~ /i4; (/^A SlrttichmP C; C (Signature of applicant or name, if a corporation) Z6 S To5f- Ave - 5~t i ~e 3S< Vl/~S~~at (Mailing address of applicant) A/Y 11 s>v State whether applicant is owner, lessee, agent, architect, engineer, general contradtor, electrician, plumber or builder Name of owner of premises USi~II~o CovtS>Ch~ cA~ Inc (As on the tax roll or latest deed) If applic is a rpora ' , sig re f duly authorized officer ni . l , `(Name a1 ti e of corporate fficer) Builders License No. p Plumbers License No. Ou E 6 Phi d Electricians License No. c~c f w B; J Other Trade's License No. 1. Location of land on which proposed work will be done: / 5CKD fCeewty. Blvd GIeFn ovT House Number Street Ham et County Tax Map No. 1000 Section 3 Block y x"' Lot ~/y Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy pf proposed construction: a. Existing use and occupancy ~?Ce" [,_14 to b. Intended use and occupancy 5i nJl o Yt" 4dc ,ce 3. Nature of work (check which applicable): New Building ? Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost FY .~~ey-D 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 7- 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories_ Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 71 -6 Rear 7/ - 6 Depth y2 -o Height 29 Number of Stories 2 9. Size of lot: Front P'72 , 2 7- Rear 612V, 5& Depth /{US.60 10. Date of Purchase /V 0 5 Name of Former Owner 2 11. Zone or use district in which premises are situated R" SO 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NO ? 13. Will lot be re-graded? YES t/ NO Will excess fill be removed from premises? YES NO ? Li{r 14. Names of Owner of premisesc5 Ili,. Le,s f. h Address 26s Pst Ave - 54 ass ttie.. s Phone No. Srb 333 0 goGGo Name of Architect ~e#~r-r 6.4/ar Address u°o :ice ~y~v Phone No 431-2of,,-8860 r Name of Contractor S7ti,E e,s Owner Address SyMP ~sOwnor Phone No. S/6 333•o(.66 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO V"' * 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 OFCJ being duly sworn, deposes and says that (s)he is the applicant (Name of indi idual signing contract) above named, (S)He is the ljbv h e v (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. Swo~~to before me this day of 20QL Notary Public Si re of App icant MELANIE DOROSIO NOTARY PUBLIC State of New York No.D1Db4634870 _ Qualified in Suffolk County ,,1 Cocmdssion Expires September New York State Department of Environmental Conservation Aft Division of Environmental Permits, Region One lama SUNY @ Stony Brook, 50 Circle Road, Stony Brook, NY 11790 - 3409 _ Phone: (631) 444-0403 • FAX: (631) 444-0360 Website: www.dec.state.ny.us Denise M.Sheehan Commissioner Letter of Non-Jurisdiction - Freshwater and Tidal Wetlands Acts November 30, 2006 Posillico Construction Co., Inc. 265 Post Avenue - STE 355 Westbury, NY 11590 Re: Posillico Construction Company Property s/w c/o Kerwin Blvd & LIRR Greenport, NY 11944 SCTM# 1000-53-04-44.1 DEC# 1-4738-03596/00001 Dear Posillico Construction Company:: The Department of Environmental Conservation has completed its review of your proposal to subdivide a 7.73 acre parcel located in the vicinity of state regulated tidal wetlands and freshwater wetlands into four lots and construct a single family dwelling with septic system on each lot. The site is located on the west side of Kerwin Blvd. just south of the Long Island Railroad right-of-way in Greenport. The entire property (Parcels 1, 2, 3 & 4) is located landward of a functional and substantial man-made structure (a paved road), which is greater than 100' in length and was constructed prior to 8/20/77 as shown on NYDEC's Tidal Wetlands Aerial Photomap #718-550, and is therefore beyond the jurisdiction of Article 25 (Tidal Wetlands). Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act. Please be advised that the subdivision of land is not regulated under the Freshwater Wetlands Act. Parcels 1 & 2 of the proposed subdivision at the property referenced above, are more than 100 feet from regulated freshwater wetlands. Therefore, no permit is required under the Freshwater Wetlands Act (Article 24 of the Environmental Conservation Law) for activities on these parcels. Your proposed projects, to construct single family dwellings on Parcels 3 & 4 of the proposed subdivision as shown on the survey prepared by Jeffrey T. Butler last revised October 19, 2006, are more than 100 feet from regulated freshwater wetlands. Therefore, no permit is required under the Freshwater Wetlands Act ((Article 24 of the Environmental Conservation Law). Be advised that all construction, clearing, and/or ground disturbance must remain more than 100 feet from the freshwater wetland boundary. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Freshwater and Tidal Wetlands jurisdiction which may result from your project. Such precautions may include erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Sincerely, George W. Hammarth Permit Administrator SM cc: Jeffrey T. Butler BOH MHP file POST LILIC O CONSTRUCTION CO, I NC. 265 Post Avenue • Suite 355 • Westbury, NY 11590 • 516-333-0666 • Fax 516-333-6903 ~Q J Date ~ S1o 7 - TRANSMITTAL To ~CSLITL^-..~I~ //MUi /d/Y~r ® Address 530 Attention: ~d ~ux 1179 Srn/h(6 /V/ 11'79 We an sending herewith ? CONTRACT PRINTS El As follows: ~N <~oSP~ g ~-e /S+~P d YP?i sr /c,.. s (3 Cv~/es~ o`F 4A FiC o s ~1OVn ~e h Pw ins P a. /iPvw1Y 13~u 1?s 6;1e-tA'- r7loc~ - ry,~ i (~`F/J Pl~l irl o/P/r C ~cv~ P c~ -G~ Yaum// -tz~ c~ /.fFIK-/vi// C1~o.re'//T lf"/Q~ pr~ncl 4tAn~ pd -tie yPCe5Se~ /i gh1f fa Qoures~ <i5A Ct-ems(' A0 25-0 - 7S~ ~ vu I^e cei i-e i Yours truly, POSILLICO CONSTRUCTION CO.. INC. BY ho~~OF SOUlyolo Town Hall Annex Telephone (631) 765-1802 54375 Main Road N Fax (631) 765-9502 P.O. Box 1179 • Southold, New York 11971-0959 t7~~COU N BUILDING DEPARTMENT TOWN OF SOUTHOLD Posillico Construction Co., Inc 265 Post Avenue Suite 355 Westbury, NY 11590 July 1, 2009 Re: 500 Kerwin Blvd., Greenport SCTM# 1000-53.4-44.1 Violation To Whom This May Concern: Your expired building permit (#32668) for construction of a single family dwelling, has been referred to my office. Pursuant to 144-15A., of the Southold Town Code, "No building hereafter erected shall be used or occupied in whole or in part until a certificate of occupancy shall have been issued by the Building Inspector." Your building has not had all of its required inspections, does not have a certificate of occupancy, and there is evidence that the home is currently occupied. Therefore, you have ten days from the receipt of this letter to contact this office, at (631) 765-1802, between the hours of 8:00 a.m. and 4:00 p.m., and clear up this matter or legal action will be taken against you. C ectfully ZDepent Dam ZSouthold Buildin6%h 9'CEL O~ 200 0 ?5qp BD-L zl~" F0144r, @ Southold Town Building Department 54375 permit 35029 Main Road Southold, New York 11971 Permit Date: 9/25/2009 ~W p (631) 765-1802 Parcel ID: 53.444.1 Expiration Date: 3/25/2011 BUILDING PERMIT RENEWAL LETTER Dated: 11/7/2011 Applicant: JAMES POSILLICO Location: 500 KERWIN BLVD GREENPORT Work Description: SINGLE FAMILY DWELLING CONSTRUCTION OF ANEW ONE FAMILY DWELLING (MODULAR) W/ATTACHED TWO CAR GARAGE, COV FRONT PORCH & REAR DECK AS APPLIED FOR. REPLACES 32668. A FEE OF $1222.40 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: JAMES POSILLICO Address: 346 MAPLE AVENUE STE-12 WESTBURY, NY 11590 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. No work is permitted or authorized beyond the expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. Southold Town Building Department SSA P.O. Box 1179 54375 Main Road Permit 35029 166.a Southold, New York 11971 Permit Date: 9/25/2009 (631) 765-1802 !*3 Parcel ID: 53:4 44.1 Expiration Date: 3/25/2011 BUILDING PERMIT RENEWAL LETTER FINAL NOTICE Dated: 8/6/2012 Applicant: JAMES POSILLICO Location: 500 KERWIN BLVD GREENPORT Work Description: SINGLE FAMILY DWELLING CONSTRUCTION OF A NEW ONE FAMILY DWELLING (MODULAR) W/ATTACHED TWO CAR GARAGE, COV FRONT PORCH & REAR DECK AS APPLIED FOR. REPLACES 32668. A FEE OF $1222.40 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: JAMES POSILLICO Address: 346 MAPLE AVENUE STE-12 n WESTBURY, NY 11590 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. nr Southold Town Building Department FR& P.O. Box 1179 Permit 35029 54375 Main Road : Permit Date: 9/25/2009 Southold, New York 11971 eh (631) 765-1802 Expiration Date: 3/25/2011 Parcel ID: 53.4-44.1 Dated: 12/4/2012 Applicant: JAMES POSILLICO Location: 500 KERWIN BLVD GREENPORT Work Description: SINGLE FAMILY DWELLING CONSTRUCTION OF A NEW ONE FAMILY DWELLING (MODULAR) W/ATTACHED TWO CAR GARAGE, COV FRONT PORCH & REAR DECK AS APPLIED FOR. REPLACES 32668. Owner: JAMES POSILLICO Address: 346 MAPLE AVENUE STE-12 WESTBURY, NY 11590-3252 Your BUILDING PERMIT #35029 has been referred to me because you have not responded to requests to obtain your Certificate of Occupancy as required by Southold Town code. Pursuant to 144-15A, of the Southold Town Code, "No building hereafter erected shall be used or occupied in whole or in part until a certificate of occupancy shall have been issued by the Building Inspector." Therefore, you have ten days from the receipt fo this letter to submit a check made out to the Town of Southold in the amount of $1272.40 to renew the building permit, or legal action will be taken against you. Should you have any questions, call the building department between the hours of 8:00 a.m. and 4:00 p.m. Respectfully Yours, • 7011 1570 0001 8894 8879 Michael Verity: Chief uilding Inspector Southold Building Department cc: Damon Rallis Zoning Inspector -_y.\IH~C~e7e71619IN17/71GiCiSNY(eLr- • 7N' ¦ Complete items 1, 2, and 3. Also complete A. Signatu Rem 4 If Restricted DsIWery Is desired. 0 Agent ¦ Print your name and address on the reverse 0 Addressee so that we can return the card to you. ved by (Pdn! a~ ) C. Date of Delivery ttach this card to the back of the mailpiece,(l /f LU ' on the front If space pennfts. D. Is tlelNery teas different from Item 17 13 Ves -~vtlcle Addressed to: If YES, enter delivery address below: ? No At u, Gn Mrs Jp Lt(, ,mot v J ~Q' t ~P v"\3. Service type - Wo, ` r1 1l 5 c3 corned mail evess Mail ? Registered ? Return Receipt for Merchandise ? Insured Mail ? C.O.D. _ 4. Restricted Deliver)? Pit Fee) ? Yes 2. Article Number (Ttensferfmm aervice bW 74M l J -71S 6,11,)l S" 6'cl~! BcYJ ST _ - - - f PS Form 3811, February 2004 Domestic Return gspll '^-1540 UNITED STATES POSTAL SERVICE I I) II ( P First-Class Mail Posts a & Fe s • Sender. Please print your name, address, and ZIP+4 in this box TOWN OF SOUTHOLD BUILDING DEPARTMENT P.O. Box 1179 Southold, N.Y. 11971 • • • <rn,5rya•~•e~LRY7y:[guLela~fl~•Ip7:~ ¦ Complete items 1, 2, and 3. Also complete A. Signature Item 4 If Restricted Delivery Is desired. O Agent ¦ Print your name and address on the reverse x _ O Addressee so that we can return the card to you. r B. Recelved by (Printed Name) ~0. Date of Delivery ¦ Attach this card to the back of the mailpiece, or on the front if space permits. D. . Article Addressed to: D. Is delivery dyess different from item 17 0 Yes ~ S D 1>•j If YES, enterer delivery Address below: ? No 3. service Type WCd# 'n 1 I. Sic -3 a5 a 0 Certified Mail 0 Egress Mall 0 Registered O Return Receipt for Merchandise 0 insured Mall 0 C.O.D. 4. Restricted Delivery'? (Fxea Fee) 0 yes 2. Article Number MansWfromseMC91aW 7D1i--q?6. Do6/__Sge?j b- e'W.--- Ps Forth 3811, February 2004 Domestic Return Receipt 102595a2401-150 UNITED STATES POSTAL SERVICE I I ( II I First-Class Mah Posts a & Fees sk No. G-Q Paid • Sender. Please print your name, address, and ZIP+4 in this box • TOM OF BUILDING DEEPPAURTAAENT P.O. Box 1179 Southold, N.Y.11971 mom I a na y ~~d 3 r. a ~ r;= a M n ~s W-1~xs e e 3 Ws a , ~ .REF d~1 d . e :JAI : r ,,;y -V 'All a , i 4 d 4 b~~dF µyk ~ g i k IN s k~kt ~e r a ~F a d x e ,.r„' [ E +t ME- .d r ' ~ 71. ~ r 4 q t 'Zn 4'f ~ h ~ y 01, = H.. Vlz-~ -0 op, a n ~Jt s 'k e a s E ~ i CN, a . par .e?J t' a ~ Al 41 as .v a { a z - a 4SS "4.~~ yy y n o. , s 4- .i y r. ~a. a u. zL~F K Yt1t '..i'"8L" !4~.. l Ix cxlulU O v Il'_I ? I ` i I ro NR k u j { t j I i` r II I I I i------- I I d U °a-~ I I t i. ca ~ z i 1R21At : °G o ~n z v j-E tt' 9 1i' a+ W-V rya o n w 70• -Mi ~ A A clo T To . _ C W X 1 N- r' O ~ O M i A A ~ nl OA <i ca A - i~t -C Cn 1 r r ~ O ate , SCALE- CUSTOMER HAMOt 114"=~'-~, • PROPOSED STERN RESIDENCE .n DATE H7-45-135 i? tUBTOMHR/IDDRE6S~ A-2 554 f64 KERWIN BLYD EAGLE VALLEY ROAD DRAW! aY GREENPORT. NY JCB PO BOX 178 BBBCH CRBBB, PA 16822 9UILDERe rPZtA_W( NO><zsl SHHEt (570) 962-21tt (370) 962.3161 (PAZ} CND fL04R PLAN ONE: ' POSILLICO CONSTRUCTION 0 - I o I~ ~ I~ 1 I I r ' ~ I U I Ila 1 t ~--T- j l I 1 - - - - - - - - - - - { r-------- --------J I t - I - i o~ N fa 07 _I.... ~ SCAL E'~i~,g' • --~*,,~a~ *I~h!~ ..cusroMER xAIeE R~v~(D~NCE - .tca REV 161 OS ADD cue ualrs DATE PROPED STERN m' . OLN 111S47B8' --REGP:ADOED-GIR:I:AY00T PRAWN PY 66 * f64 KERWIB -OLYa JG6 B1-BS-07- NHIxIP-Q8l-6H{rGilE6 _ DRNNFI - o 4 EAGLE VALLEY ROAD JeB BUEI;LDEKt ` 178 BEECH CREEK, PA 16822 DRAWING 07425' u (370) 462-3111 (PAX) °RC cg^,c,"'"= POSILLICO CONSTRUCTION ELECT ic. b R 8 S TAVARES ASSOCIATES e TEL: (209) 863 8928 j y 3324 SANTA FE STREET I RIVERBANK, pVARES FAX: (209) 863 8952 CA 95367 ,777 C,' r~tsQix7+tvi 9ni _ 26.6 %2 =828.2 I MWRFS Loads GCpf GCpi ' GCpf- GCpi P, P2 ELV.=15' ELV.=23' Wind Perpendicular to Ridge (CASE A) Windward Roof INT 0.21 -0.18 0.39 11.00 EXT 0.27 -0.18 0.45 12.69 Leeward Roof INT -0.43 0.18 -0.61 -17,20 EXT -0.53 0.18 -0.71 -20.02 Windward Wall INT 0.56 " -0.18 0.74 19:68' EXT' Mmommomm 0.69 " -0.18 0.87 23.14 Leeward Wall INT -0.37 0.18 -0.55 -14.63 EXT -0.48 0.18 0.66 17.56 i j MWRFS Loads GCpf GCpi GCpf- GCpi P, P2 ELV.=15' ELV.=2 Wind Parallel to Ridge (CASE B) Roof 2 INT ` -0.69 0.18 -0.87 -24.53 EXT -1.07 0.18 -1.25 -35.25 Roof 3 INT -0.37 0.18 -0.55 -15.51 E)(T -0.53 0.18 -0.71 -20.02 Wall1 INT -0.45 0:18 -0.63 -16.76 EXT-0.48 0.18 -0.66 -17.56 Wall4 INT -0.45 0.18 -0.63 -16.76 EXT -0.48 0.18 -0.66 -17.56 Windward Wall INT 0.4 -0.18 0.58 15.43 16.36 EXT 0.61 -0.18 0.79 21.01 22.28 Leeward Wall INT -0.29 0.18 0.47 -12.50 -13.25 EXT 0.43 0.18 0.61 -16.23 -17.20 NOTE : 1) AVERAGE OF INT & EXT IS USED. PLEASE REFER TO DIAGRAM OF PAGE 43 OFASCE 7-98 FOR BUILDING SURFACE DESIGNATION I RSTA# 6291 STRUCTURAL CALCULATIONS Sheet 3 of HAVEN HOMES (Stern Residence, Greenport, NY) it R & S TAVARES ASSOCIATES TEL: (209) 863 8928 3324 SANTA FE STREET FAX: (209) 863 8952 RIVERBANK, CA 95367 5 AVARES ,essocT~res DISTRIBUTION OF WIND INTO MAIN BUILDING'S SURFACE ROOF PITCH 9 /12 Case A 11.84 psf 18.61 psf 9.48 psf 7.11 psf ~11, 17 psf j I p C i 2T6' 22T.6- 21.41 psf 16.09 psf 21.41 psf 16.09 psf WIND PERPENDICULARTO RIDGE i Case B 29.89 psf 17.77 psf l4.ilpsf 23.91 psf 1794 psf 10.66 psf 2T 4• 2T-6- 17.16 psf 17.16 psf 17.16 sf F 17.16 psf I 19.32 psf 15.23 psf 18.22 psf 14.36 psf 44'-0" WIND PARALLEL TO RIDGE i I RSTA#6291 STRUCTURAL CALCULATIONS Sheet 4 of HAVEN HOMES (Stem Residence, Greenport, NY) i R & S TAVARES ASSOCIATES TEL: (209) 863 8928 3324 SANTA FE STREET FAX: (209) 863 8952 RIVERBANK, CA 95367 0~,AVARES '841f7RFF.S DISTRIBUTION OF WIND INTO BUILDING PART 1 ii PMTI it x-0 zraI BUILM. PMTI P-0• TPV zv.a• Buu- PMiI Uplift Uplift - V_RF L= 308 PLF V RF_T= 339 PLF j I V FLR2 L= 310 PLF V FLR2 T=356 PLF - - ~~ii r~• i 27'6• V_FLRI_L= 179 PLF an• V_FLRI_T=206 PLF TRANSVERSE DIRECTION LONGITUDINALOIREMON TRANVERSE SHEAR (IN 27'-6" DIRECTION) VRFT:=(7.11+ 11.17)•(~•22'S1+(21.41+16.09)'z v T=339 plf /2 J 2 I VFLR2_T:= (21.41 + 16.09)-1 $ + 9 + 1~ vFLR2_T = 356 plf vFLRI_T (21.41 + 16.09) ~9 2 + l l v - 206 plf FLRI T i LONGITUDINAL SHEAR (IN 44'-0" DIRECTION) V RF_L (19.32 + 15.23)-(192 51 I + (18.22 + 14.36) $ v L = 308 plf 2 J 2 2 V FLR2_L (18.22 + 14.36)• 8 + 9 + 1 ~ vFLR2_L = 310 plf 2 2 \ I VFLRI_L:= (18.22+ 14.36)•2 9 + I I v - 179 plf FLR] L UPLIFT I i Uplift 23.91 + 14.21 AVERAGE UPLIFT 2 Uplift = 19 psf RSTA# 6291 STRUCTURAL CALCULATIONS Sheet 5 of HAVEN HOMES (Stem Residence, Greenport, NY) I I R R S TAVARES ASSOCIATES TEL: (209) 863 8928 3324 SANTA FE STREET t4VARES FAX: (209) 863 8952 RIVERBANK, CA 95367 A&ARES DISTRIBUTION OF WIND INTO BUILDING PART2 i UILDING PARTI 34'-0 27-6" i BUILDIN PART2 44'-0" 8'-0" 20'-0" BUILDING PART3 Uplift Uplift _ V_RF_L= 364 PLF Y-" T-/02 PLP 4 v_PLRI T-xae V_FLRI_L=179 PLF 27b' PPP]]] I, TRANSVERSE DIRECTION LONGITUDINAL DIRECTION TRANVERSE SHEAR (IN 34'-0" DIRECTION) vRF_T2 (7.11 + 11.17)(1 9 341 + (21.41 + 16.09)•9 v 402 plf 2 2 J 2 RF_T2 = vFLRI_T2 = (21.41 + 16.09).2 9 + 1~ v - 206 plf FLRI T2 - LONGITUDINAL SHEAR (IN 27'-6" DIRECTION) i V RF_L2 = (19.32 + 15.23). Z • 2 ~ + (18.22 + 14.36)• $ °RF_L2 = 364 2 plf vFLRI_L2 (18.22+ 14.36)•(9 +1 I 2 / vFLRl_L2 = 179 plf i UPLIFT 23.91 + 14.21 Uplift AVERAGE UPLIFT ~ 2 Uplift = 19 psf RSTA#6291 STRUCTURAL CALCULATIONS Sheet 6 of HAVEN HOMES (Stern Residence, Greenport, NY) I I R & S TAVARES ASSOCIATES ?~i TEL: (209) 863 8928 3324 SANTA FE STREET RIVERBANK, CA 95367 AVARES FAX: (209) 863 8952 777 asslxlcrP-s DISTRIBUTION OF WIND INTO BUILDING PART 3 ~ BUILDING PARTI 34'-0 27'-6" BUILDIN - PART2 44'-0" 20'-0" BUILDING PART 3 Uplift Uplift V RF L^ 260 PLF V RF T=306 PLF xa v_F%Ri T-2MPLF 2OO• V_FLRI_L=179 PLF W-0• TRANSVERSE DIRECTION LONGITUDINAL DIRECTION ~ i TRANVERSE SHEAR (IN 20'-0" DIRECTION) VRF_T3 (7.11 + 11.17)' - ) 12 2 + (21.41 + 16.09) vRF T3 = 306 plf a vFLRI_T3 = (21.41 + 16.09)•9 + 1~ 2 vFLRI_T3 = 206 plf LONGITUDINAL SHEAR (IN 8'-0" DIRECTION) VRF_L3 (19.32 + 15.23)• z • YO). ~ + (18.22 + 14.36)• 2 vRF L3 = 260 plf VFLRI_L3 (18.22+ 14.36)•I 2 + 1~ vFLRI_L3 = 179 plf UPLIFT Uplift:= 23.91 + 14.21 AVERAGE UPLIFT 2 Uplift = 19 psf RSTA# 6291 STRUCTURAL CALCULATIONS Sheet 7 of HAVEN HOMES (Stern Residence, Greenport, NY) 1 i R & S TAVARES ASSOCIATES TEL: (209) 863 8928 3324 SANTA FE STREET FAX: (209) 863 8952 RIVERBANK, CA 95367 AVARES . 40%XIATM iI ALLOWABLE DIAPHRAGM DESIGN'-VALUES ROOF DIAPHRAGMS 5132" COX OR OSB (2410- EXP1) - USE PLY CLIPS @ PLY PANEL EDGES SIAILING SHALL BE 8d @ 6" E.N., & 12" F.N. OR R 7116"x2"x16Ga Staple @ 4" E.N., & 8" F.N. I LLOWABLE SHEAR = 165'1.4'413=308 PLF or 165.1.4= 231 PLF VALLOW RF T:= 30 plf FALLOW RF L = 2311 pit FLOOR DIAPHRAGMS /2" PLY OVER 7/16" PLY, CDX OR OSB (24/0- EXP1), T&G EDGES OP PLY NAILING SHALL BE 7d @ 6" E.N.,& 12" F.N. OR EQUIV. 0TTOM PLY NAILING SHALL BE 10d @ 6" E.N.,& 12" F.N. OR 7/16"x2"x16Ga Staple @ 4" E.N., & 8" F.N. LLOWABLE SHEAR= 200'1.4.413=372 PLF or 200`1.4=280 PLF FALLOW FLR T 37 plf VALLOW FLR L 28 plf SHEARWALL DIAPHRAGMS 5/32" COX OR OSB (EXP1) OVER FRAMING W/ 1/2" GYP. INTERIOR AILING FOR SHEATHING SHALL BE 8d @ 4" E.N.,& 12" F.N. OR 7/16"x2"x16Ga Staple @ 2" E.N., & 8" F.N. 1 ILING FOR GYB SHALL BE 5d @4" E.N.,& 10" F.N. OR EQUIV. X FRAMING MEMBER RECEIVING EDGE NAILNIG LLO WABLE SHEAR = 350"1.4 +126 = 615 PLF w/ REDUCTION PE 11SHEARWALL PERFORATED 5/32" COX OR OSB (EXP1) OVER FRAMING W/ 1/2" GYP. INTERIOR AILING FOR SHEATHING SHALL BE 8d @ 2" E.N.,& 12" F.N. E.N. SHALL BE STAGGERED) Z R 7116"x2"x16Ga Staple @ 1" E.N., & 8" F.N. (E.N. SHALL BE STAGGERED) X OR (2) 2X FRAMING MEMBER RECEIVING EDGE NAILNIG LLO WABLE SHEAR = 590.1.4+125 = 951 PLF w/ REDUCTION TYPE 11SHEARWALL PERFORATED 2) 15/32" CDX OR OSB (EXP1) OVER FRAMING (ON BOTH SIDES) AILING FOR SHEATHING SHALL BE 10d @ 2" E.N.,& 12" F.N. j E.N. SHALL BE STAGGERED) S3 R 7116"x2"x16Ga Staple @ 1" E.N., & 8" F.N. (E.N. SHALL BE STAGGERED) X OR (2) 2X FRAMING MEMBER RECEIVING EDGE NAILNIG LLOWABLE SHEAR = 715.2.1.4 = 2002 PLF w/ REDUCTION YPE 11 SHEARWALL PERFORATED i RSTA#6291 STRUCTURAL CALCULATIONS Sheet 8 of HAVEN HOMES (Stern Residence, Greenport, NY) R $ S TAVARES ASSOCIATES TEL: (209) 863 8928 3324 SANTA FE STREETAVARES FAX: (209) 863 8952 RIVERBANK, CA 95367 \77775tssgp-i.~rpg i ALLOWABLE CONNNECTOR DESIGN VALUES (BASED ON SPF#2) SIMPSON CONNECTORS A35 12- 8d NAILS ShearallowA35 60 LB H2.5 10- 8d NAILS TensionallowH25 36 LB MSTC52 48- 16d NAILS Tension LSTA12 5- 10d NAILS EA END TensionallOWLSTAI2 69 LB STHD14RJ 38- 16d NAILS Tension 502 LB allowSTHD14RJ i ST6224 28- 16d NAILS Tension allowST6224 254 LB STRAP 1 1/4"X 16" 0.19" Ga Tension L8 4- 8d NAILS ON TOP OF allowSTRAP = 50 CEILING JOIST 3- 8d NAILS AT EACH PLATE 8 AT MARRIAGE WALL I I !I i Ili i !i RSTA# 6291 STRUCTURAL CALCULATIONS Sheet 9 of HAVEN HOMES (Stern Residence, Greenport, NY) R & S TAVARES ASSOCIATES i TEL: (209) 8638928 3324 SANTA FE STREET AARES FAX: (209) 863 8952 RIVERBANK, CA 95367 S fa,'xmvrF.s ROOF DIAPHRAGM DESIGN FOR ROOF FRAME 1 SHEAR IN TRANSVERSE (a) ROOF DIAPHRAGM vgF T = 339 plf See Summary in Sht. 5 w T:= vRF_T 44 2.28 wRF T = 266 plf into Lines 1 & 2 - I since w T=266 plf < VALLOW RF T = 308 plf SHEAR IN LONGITUDINAL 0 ROOF DIAPHRAGM vgF L = 308 plf See Summary in Sht. 5 vRF L-28 vPLV-L 2.44 wRFL = 98 pIf into Lines B & C since w-L = 98 plf < FALLOW RF_L = 231 plf R TRANSVERSE mA ROOP FRAME3 8-A" E ROOF T ...ROOF FRAME I 19:12 t FRAME 2 IANGITUGINA 1 T ( 19:12 1 27-6" 42' 308 PLF 19 I :12 f 9:12 C I W D 44'-0"27'-6" 1 ~`J 3 III RSTA#6291 HAVEN HOMES STRUCTURAL CALCULATIONS Sheet 10 of (Stern Residence, Greenport, NY) R & S TAVARES ASSOCIATES TEL: 209 8638928 3324 SANTA FE STREET RIVERBANK, CA 95367 AY sstAMS FAX: (209) 863 8952 Kxln'rfs i ROOF DIAPHRAGM CONTINUITY CHECK FOR ROOF FRAME 1 - MODULE TO MODULE CONNECTION (a ROOF RIMBAND : ALONG MATELINE NOTE : DEEP BEAM HORIZONTAL SHEAR TRANSVERSE 339 PLF v T = 339 plf v -L = 308 plf i~lE-mo ~I p J0.QT FlU ~y y~R ROOF-- ROOF li FRAME I 1E1I6RM FRAME 2 LOIpIiVIXMAL `651 LB JOB PLF FMA3EW.E4KIP ~ I •4• O 1 vR-F L-27.5 FMATE 2 FMATE ° 4241 lb ALLOW16d nail= 122.1.6-1.11b ALLOW -215 lb - 16d nail - ! Spacing ALLOW16d nail req FMATE 12 Spacingreq = 26.7 in 44 ROVIDE 2 16d NAILS PER BAY qfi) ROOF DIAPHRAGM RIM CONNECTION - MODULE TO MODULE TO MODULE CONNECTION0ROOF RIMBAND ATENDWALLSRIMBAND ATENDWALLS NOTE : CHORD FORCE CONTINUITY vRF-L'27.52 FCHORD444 tension force to chord FCHORD 663 LB SINCE F - 663 LB < TensionallowST6224 ° 2540 LB CHORD - TensionallowHTT16 = 3695 LB ROVIDE STS224 SIMSON STRAP RIMBAND GABLE END WALLS ROVIDE DBL HTT16 SIMSON TIE ROOF MATING LINE END WALLS OPTIONAL RSTA#6291 STRUCTURAL CALCULATIONS Sheet 11 HAVEN of HOMES (Stern Residence, Greenport, NY) " R & S TAVARES ASSOCIATES TEL: (209) 863 8928 3324 SANTA FE STREET FAX: (209) 863 8952 RIVERBANK, CA 95367 AYARES 5 ROOF DIAPHRAGM DESIGN y FOR ROOF FRAME 2 SHEAR IN TRANSVERSE (0) ROOF DIAPHRAGM v M = 402 plf See Summary in Sht. 5 vRF T-2Q7.5 wgF T 234 wRF-T = 163 plf into Lines 2 & 3 - since w T= 163 plf < VALLOW_RF_T = 308 Of R SHEAR IN LONGITUDINAL (ci) ROOF DIAPHRAGM vRF_L2 = 364 plf See Summary in SIT. 5 j vRF L2.34 w L - wRF L = 225 plf into Lines B & D 227.5 - -RF since w L = 225 Plf < VALLOW_RF L = 231 Pif R TRANSVERSE 402 PLF 20'-0"-30 X11I 0.00E i ---~A/ FRAME J 8-0" ROOF i._ROOF FRAME 1 T9:12 FRAME 2 T LONGITGDINAL I I T9 12 27,-6- 364 PLF 91 :12 19:12 C DID W -6" 1 2 3 RSTA# 6291 STRUCTURAL CALCULATIONS Sheet 12 of HAVEN HOMES (Stern Residence, Greenport, NY) I I~ R $ S TAVARES ASSOCIATES TEL: (209) 863 8928 3324 SANTA FE STREET FAX: (209) 863 8952 RIVERBANK, CA 95367 5 AXAItES nssexRATrc ROOF DIAPHRAGM CONTINUITY CHECK FOR ROOF FRAME 2 - MODULE TO MODULE CONNECTION (d-) ROOF RIMBAND : ALONG MATELINE NOTE : DEEP BEAM HORIZONTAL SHEAR TR SWRSE 402 PLF v-.1,2 = 402 plf v - - 364 pIf RCOY RF L2 - ^ RMRR S._E. ROOF - ROOF , , iou t6 FRAMEI ~ FRAME I 2Tfi i II LpIOITVNN.TL T~ E 42' 164 PLF i MATE,SA RIP ~ i 1• , C , O 44-0" 2Tfi' I vRIF x•27.5 FMATE 2 FMATE = 5525 lb HE ROOF FRAME 2 WILL BE CONTINUOUS AT THE MATING LINE BY A SITE APPLIED AP I - MODULE TO MODULE CONNECTION C& ROOF RIMBAND 7 AT ENDWALLS NOTE : CHORD FORCE CONTINUITY vRF_L2' 27.52 FCHORD 34 tension force to chord FCHORD ° 1011 LB TensionallowST6224 = 2540 LB SINCE FCHORD=1011 LB < TensionallowHTT16 = 3695 LB PROVIDE ST6224 SIMSON STRAP RIMBAND GABLE END WALLS ROVIDE DBL HTT16 SIMSON TIE ROOF MATING LINE END WALLS OPTIONAL I RSTA# 6291 STRUCTURAL CALCULATIONS Sheet 13 of HAVEN HOMES (Stern Residence, Greenport,NY) ~I R & S TAVARES ASSOCIATES TEL: (209) 863 8928 3324 SANTA FE STREET FAX: (209) 863 8952 s RIVERBANK, CA 95367 OtAVARES . i ROOF DIAPHRAGM DESIGN FOR ROOF FRAME 3 SHEAR IN TRANSVERSE (a) ROOF DIAPHRAGM v-T3 = 306 plf See Summary in Sht. 5 `"RF T3 v -T3 $ WgF T3 = 61 plf into LinesA & B 2.20 - i since w_T3 = 61 plf < VALLOW RF T ° 308 plf R SHEAR IN LONGITUDINAL CaD ROOF DIAPHRAGM "RE_L3 = 260 plf See Summary in Sht. 5 i v L3.20 2.227.5 .5 - wRF L3 = 95 plf into Lines 2 & 3 "RF - - since W-L3 = 95 plf < VALLOW_RF_L = 23t plf R TRANSVERSE 260 PLF I _I306 PLF ~FR~gME j i IANOITUDWAL L ROOF ROOF FRAME I T:12 FRAME 2 T 19 19:12 27'.6" 42' 19 : 12 19:121 TT~~ C W~ 44A"---j 27'-6" f i RSTA#6291 STRUCTURAL CALCULATIONS Sheet 14 of HAVEN HOMES (Stern Residence, Greenport, NY) I i R & S TAVARES ASSOCIATES TEL: (209) 8638928 3324 SANTA FE STREET FAX: (209) 863 8952 RIVERBANK, CA 95367 A1fiARES 5 RES ROOF DIAPHRAGM CONTINUITY CHECK " FOR ROOF FRAME 3 - MODULE TO MODULE CONNECTION a ROOF RIM134ND ALONG MATELINE NOTE : DEEP BEAM HORIZONTAL SHEAR LONGUM NAL ~RF T3 = 306 plf 2W FLF ~ vRF_L3 = 260 plf *wwavs.sF - T v 306 FLF - w0-1,u ie~o ROOF ROOF ~marox FRAME I FRAME 2 .i6H u Ta 27.4. 42' C D I 00~~2T4'~ 3 vRF L3'20 FMATE 2 FMATE = 2599 lb ALLOW 16d- nail 122.1.6.1.1 lb ALLOW ] 6d nail = 215 lb ALLOW16d nail Spacingreq - •12 FMATE Spacingreq = 7.9 in I 8 ROVIDE (2)16d NAILS PER BAY ROOF DIAPHRAGM RIM CONNECTION I - MODULE TO MODULE CONNECTION @ ROOF RIMBAND : AT ENDWALLS i NOTE : CHORD FORCE CONTINUITY 2 °RF L3'20 j 8 FCHORD:= tension force to chord 8 pCHORD = 1624 LB I SINCE TensionallowST6224-2540 LB FCHORD - 1624 LB < TensionallowHTT16 = 3695 LB ROVIDE ST6224 SIMSON STRAP RIMBAND GABLE END WALLS ROVIDE DBL HTT16 SIMSON TIE ROOF MATING LINE END WALLS OPTIONAL RSTA#6291 STRUCTURAL CALCULATIONS Sheet 15 of HAVEN HOMES (Stern Residence, Greenport, NY) jl I R & S TAVARES ASSOCIATES TEL: (209) 863 8928 3324 SANTA FE STREET FAX: (209) 863 8952 RIVERBANK, CA 95367 -A&AaRES \ r SUMMARY SHEAR FORCE DUE TO ROOF DIAPHRAGMS (INTO 2ND FLOOR SHEARWALL) Rl vRF T• 4 INTO LINE 1 Rl = 7447 LB I R2 vRF T' 44 INTO LINE 2 R2 = 7447 LB 2 i R v 27.5 INTO LINE B B - RF_L' 2 FR;-:-4241 LB RC.- vRF 27.5 INTO LINEC 2 RC = 4241 LB I it i SHEARWALL r@2ND FLOOR 1 A, ~I HI-20'-0"-~ T _..._..__.I Ra E (2) 3.25'+ (3) 2.5' OPEN 2.25' OPEN 27'-6" 42' 2.5' (6) 3.25' OPEN OPEN R~-? C I~ 44'-0"~•~ 27'-6"~jI^ 1 ~ l 3 1 I. I!i I I I I~ RSTA#6291 STRUCTURAL CALCULATIONS Sheet 16 of HAVEN HOMES (Stern Residence, Greenport, NY) I R & S TAVARES ASSOCIATES TEL: (209) 863 8928 3324 SANTA FE STREET AVARES FAX: (209) 863 8952 RIVERBANK, CA 95367 xsytxtnrrs CHECK SHEARWALL & OVERTURNING aO 2nd FLOOR (DUE TO ROOF DIAPHRAGM) SIIGMW/.LL(i3^FLWR 'i I Line 1 (2nd FLOOR): I. RI = 7447 lb Lsw = 27.5ft 1 ~F xa-0 ~I LI Lsw,-2.25 LI= 25.2$ft w WEN-'---n»ss•.a~u•oeEN W o xxr xrs ax Ili a L cn5xn•«ri WE" Percentfull_ht Percenyull ht -092 Lsw - O E ..ff-~ xxe' I Ratioeffective 0.93 per Table 3B WFCM °effective = Ratioeffective'615 See Shearwall Schedule ueffective = 572 plf C R1 V~ V1:= VI 295 plf < ueffective=572 plf ShearWall I For 27'-5" Perforated ShearWall (w/93% Effective Shear) LINE 1 Lsw = 27.5 ft Hwall 8 ft Wall Height 2 MOT:= RI,Hwall + Uplift-4- LZ MOT = 89564 lb-ft 2 2 L L MR wWDL'Hwall' 2 + wRDL'4- 2 MR = $8988 lb-ft 3 MR = 39325 < MOT = 89$64 lb-ft There is OverTuming 3 2 < Tension allowMSTC52 = 4145 lb or equiv. MOT - -MR T:= 3 T = 1827 lb CENTERED @ 1ST & 2ND FLOOR Lsw MODULES , @ GABLE END POST 'I USE MSTC52 lrD EA. END OF 27'-5" PERFORATED SHEARWALL 0. 2nd FLOOR OF LINE 1 I RSTA# 6291 STRUCTURAL CALCULATIONS Sheet 17 of HAVEN HOMES (Stern Residence, Greenport, NY) I I R & S TAVARES ASSOCIATES TEL: (209) 863 8928 3324 SANTA FE STREETAVARES FAX: (209) 863 8952 RIVERBANK, CA 95367 , S assDctarFs Line 2 (2nd FLOOR): 7447 lb Lsw:= 27.5 ft -.SIF-sn~-a R.L A (2)125 rP,35'OPFN r i 1-2 Lsw -2.5 L2 = 25 ft i.i5' ' OPEN I - 2 l - i (.,2 .•o E z 47 Percentfull_ht L Percentfull_ht=0.91 sw Ratioeffective 0.91 per Table 38 d Amy WFCM ueffective:= Ratioeffective-615 See Sheatwall Schedule °effective = 560 plf R V2 ? V2 = 298 plf < ueffective = 560 pif ShearWall S L2 For 27'-6" Perforated ShearWall (w/ 91% Effective Shear) LINE 2 Lsw = 27.5 ft Hwall 8 ft Wall Height 2 MOT R2'Hwall + Uplift-4• Lz MOT = 89564 lb-ft 2 2 l I Lsw Lsw MR w'WDL-"wall' 2 I + (wRDL)'4. 2 MR = 58988 lb-ft 3 MR = 39325 < MOT = 89564 lb-ft There is OverTuming i MOT - 2MR < TensionallowMSTC52 = 4145 lb or equiv. T 3 T = 1527 lb CENTERED @ 1ST & 2ND FLOOR Lsw MODULES , @ GABLE END POST USE MSTC52 (aD EA END OF 27--6" PERFORATED SHEARWALL (a7 2nd FLOOR OF LINE 2 I i RSTA# 6291 STRUCTURAL CALCULATIONS Sheet 18 of HAVEN HOMES (Stern Residence, Greenport, NY) R & S TAVARES ASSOCIATES r TEL: (209) 863 8928 3324 SANTA FE STREET AVARES FAX: (209) 863 8952 RIVERBANK, CA 95367 \777 S"""``` wSsrwwps Line B (2nd FLOOR):wwE~waooE RB = 4241 Ib Lsw 44 ft ! 1 CIF -»•~-~I Q T A LB Lsw-3.252-2.5.3 R~ W O LB = 30 ft OPEN v4- C3' LB zs' Percen (611]90PEN OPEN tfull_ht " I y Lsw Ll ~ 0 Percentf.ll_ht = 0.68 Ratioeffective:=0.73 per Table 3B WFCM ueffective = Ratioeffective'615 See Shearwall Schedule oeffective ° 449 plf RB VB L V = 141 plf < ueffective = 449 plf ShearWall B i I For 44'-0" Perforated ShearWall (w/73% Effective Shear) 0 LINE B Lsw = 44 ft Hwall 8 ft Wall Height 2 MOT = RB-Hwall + Uplift 28 Lsw MOT = 168266 lb-ft 4 2 i 2 2 Lsw / 28 Lsw M = 58988 lb-ft MR = wWDL'Hwall' 2 + (wRDL~' 4 ' 2 R 3 MR = 129712 < MOT = 168266 lb-ft There is OverTuming 2 MOT - 3 MR < TensionallowMSTC52 = 4145 lb or equiv. T:= T = 876 lb Lsw LOCATED @ GABLE END FACE LINE A & LINE B j USE MSTC52 (D EA END OF 44'-0" PERFORATED SHEARWALL Cal 2nd FLOOR OF LINE B i RSTA# 6291 STRUCTURAL CALCULATIONS Sheet 19 of HAVEN HOMES (Stern Residence, Greenport, NY) R & S TAVARES ASSOCIATES TEL: (209) 863 8928 3324 SANTA FE STREET FAX: (209) 863 8952 RIVERBANK, CA 95367AVARES ±ssa:~eTFs Line C (2nd FLOOR): RC = 4241 lb Lsw 44 ft e+-~F-zoa-~I aa. LC Lsw - 3.25.6 LC = 24.5 ft a)z.n+o)zsarw or w LC zra a' Percentfutl_ht'= L Percentfull_ht = 0.56 a~ sw Ratioeffective• = 0.69 per Table 3B 0 ..WFCM V oeffective = Ratioeffective'615 See Shearwall Schedule aeffective = 424 plf RC VC:= LC V 173 Plf < °effective=424 pif ShearWall S~ I I For 44'-0" Perforated ShearWall (w/ 69% Effective Shear) 00 LINE C Lsw = 44 ft Hwall 8 ft Wall Height 2 ! 28 Lsw MOTRC'Hwall + Uplift4 2 MOT = 168266 lb-ft ! I 2 2 M w Lsw + w 28 Lsw MR = 194568 lb-ft R WDL'Hwall' 2 RDL' 4 ' 2 2 3 MR = 129712 < MOT = 168266 lb-ft There is OverTuming 2 MOT 3 MR < TensionallowMSTC52 = 4145 lb or equiv. T:= T = 876 lb Lsw LOCATED @ GABLE END FACE LINE A&LINE B I USE MSTC52 9D EA END OF 48'-0" PERFORATED SHEARWALL (M 2nd FLOOR OF LINE C i RSTA# 6291 STRUCTURAL CALCULATIONS Sheet 20 of HAVEN HOMES (Stern Residence, Greenport, NY) I i R & S TAVARES ASSOCIATES TEL: (209) 863 8928 3324 SANTA FE STREET FAX: (209) 863 8952 RIVERBANK, CA 95367 5 AVARES sssrxl,+rP.s t r 2nd FLOOR DIAPHRAGM DESIGN I SHEAR IN TRANSVERSE Ca) 2nd FLOOR DIAPHRAGM °FLR2_T = 356 plf See Summary in Sht. 5 vFLR2 T'~ WFLR2 T `"FLR2 T=285 Plf into Lines 1 & 2 - 227.5 - since `"FLR2_T = 285 Plf VALLOW FLR T = 372 If SHEAR IN LONGITUDINAL na 2nd FLOOR DIAPHRAGM ~FLR2_L = 310 pif See Summary in Sht. 5 w °FLR2_L'27.5 FLRZ_L 2.44 wFLR2_L = 97 plf into Lines B & C since WFLR2_L = 97 plf VALLOW FLR L = 280 plf TRANSVERSE 356 PLF 120'-0'~I • A ROOF , /I~ FAAta: J ~ $-0" B 2°FLOOR ROOF DIAPHRAGM FRAME 2 - LONWWINA 9:12 42 2T-0" 310 PLF 9:12 C D i 44'-0"27fi"--~1 i o r3J RSTA# 6291 STRUCTURAL CALCULATIONS Sheet 21 of j HAVEN HOMES (Stern Residence, Greenport, NY) i i R & S TAVARES ASSOCIATES TEL: (209) 863 8928 3324 SANTA FE STREET AYt1RES FAX: (209) 863 8952 RIVERBANK, CA 95367 S psswxrnrFs a- 2nd FLOOR DIAPHRAGM CONTINUITY CHECK - MODULE TO MODULE CONNECTION 0 FLOOR RIMBAND : ALONG MATELINE NOTE : DEEP BEAM HORIZONTAL SHEAR " ~I vFLR2_T = 356 plf BT v 310 P ~iIf m.w - FLR2 L vFLR2 L'27.5 FMATE 2 FMATE = 4256 Ib ALLOWbolt:= 1080 ALLOWbolt= 1080 Ib ALLOW bolt Spacing1eq F Spacingreq = 11.2 ft MATE 44 PROVIDE 1/2"DIAM. THRU BOLTS W O.c. FLOOR PERIMETER BEAMS ON SITE - MODULE TO MODULE CONNECTION Ca) 2nd FLOOR RIMBAND : AT ENDWALLS NOTE : CHORD FORCE CONTINUITY ~ vFLR2_L'27.5 z FCHORD = 8 tension force to chord F CHORD LB 44 CHORD = I TensionallowST6224 = 2540 LB SINCE FCHORD=665 LB < TensionallowH'ITl6 = 3695 LB PROVIDE STS224SIMSON STRAP RIMBAND GABLE END WALLS ROVIDE DBL HTT16 SIMSON TIE @ 2ND FLOOR MATING LINE @ END WALLS OPTIONAL RSTA#6291 STRUCTURAL CALCULATIONS Sheet 22 of HAVEN HOMES (Stern Residence, Greenport, NY) R R S TAVARES ASSOCIATES TEL: (209) 863 8928 3324 SANTA FE STREET FAX: (209) 863 8952 AVARES RIVERBANK, CA 95367 0;t S kSB '(n[%S I 2nd FLOOR DIAPHRAGM CONTINUITY CHECK (MAIN BUILDING TO PART 2 & 3) - MODULE TO MODULE CONNECTION (a) 1st FLOOR RIMBAND : ALONG MATELINE NOTE : DEEP BEAM HORIZONTAL SHEAR 3f6 TLF i ~FLR2_T = 356 plf~ M T vFLR2 L = 310 plf " Roo B~ D ~90T DNflgAQM Rraox Fl W2 1100.( unR xu, ; ~rmm D D t v FLR2 T•27.5 FMATE 2 FATE = 4898 lb ALLOWbolt 1080 ALLOWbolt= 1080 lb ALLOW bolt Spacingrcq F Spacing feq = 6.1 ft MATE 27.5 PROVIDE 1/2" DIAM. THRU BOLTS 6'0.c. Ca) FLOOR PERIMETER BEAMS ON SITE - MODULE TO MODULE CONNECTION na 1stFLOOR RIMBAND AT ENDWALLS NOTE : CHORD FORCE CONTINUITY °FLR2 T'(27.5+27.5)2 FCHORD:= 8 tension force to chord FCHORD = 27.5 4898 LB 2•TensionallowST6224 = 5080 LB SINCE F - 4898 LB < CHORD 2-Tension 7390 LB allowt- ] 6 = PROVIDE 2 ST6224SIMSON STRAP RIMBAND GABLE END WALLS PROVIDE (2) DBL HTT16 SIMSON TIE @ 2ND FLOOR MATING LINE @ END WALLS OPTIONAL i RSTA# 6291 STRUCTURAL CALCULATIONS Sheet 23 of HAVEN HOMES (Stern Residence, Greenport, NY) i R & S TAVARES ASSOCIATES TEL: (209) 863 8928 3324 SANTA FE STREET FAX: (209) 863 8952 RIVERBANK, CA 95367 AVxRES AS x )ass I SUMMARY SHEAR FORCE DUE TO 2ND FLOOR DIAPHRAGM / ROOF DIAPHRAGM 44 RI_FLR2 VFLR2_T'2 R1_FLR2 = 7838 LB R2_FLR2 VFLR2_T' 24 + VRF T2' 22,5 R2_FLR2 - 13551 LB 34 8 RA_FLR2 VRF_L2' 2 + VRF_T3' 2 RA_FLR2 = 7403 LB 34 8 RB_FLR2 vRF_L2' 2 + VRF_T32 RB_FLR2 = 7403 LB 34 8 RC_FLR2 vRF_L2'2 + °RF_T3- 2 RC_FLR2 - 7403 LB j RD_FLR2 °RF_L2'34 2 + ° 8 RF_T3' 2 RD_FLR2 = 7403 LB COMBINED SUMMARY SHEAR FORCE TO 1ST FLOOR SHEAR WALL RI-COMB:= RI +Rl_FLR2 R1_COMB= 15285 LB R2_COMB R2 + R2_FLR2 R2_COMB = 20998 LB 27.5 R3_COMB VRF T2' 2 R3_COMB = 5714 LB RA_COMB = RA_FLR2 RA COMB = 7403 LB RB_COMB RB + RB_FLR2 RB_COMB = 11645 LB RC_COMB= RB + RC_FLR2 RC _COMB = 11645 LB RD_COMB = RD_FLR2 RD_COMB = 7403 LB SHEARWALL®I^FLOOR l~ 1 ~ 1 R m.--? CIE -mo~I A T B,n, T Rsme-? T g E6.25' 6.25' OPEN (2)J.25OPEN 2.'15' OPEN ]3)3,UOP~ Ro_mr-H D -44'd' 2T4'~ 3 RSTA#6291 STRUCTURAL CALCULATIONS Sheet 24 of HAVEN HOMES (Stem Residence, Greenport, NY) I I i i R & S TAVARES ASSOCIATES TEL: (209) 863 8928 3324 SANTA FE STREET FAX: (209) 863 8952 RIVERBANK, CA 95367 S; AVARES `AS$mp(`I.frp.S CHECK SHEARWALL & OVERTURNING A 1ST FLOOR Line 1 Hst FLOOR): s R•P R1_COMB= 15285 lb LS 27.5 ft ` ~ma~l•~~ t m)vovex ro :.zr,ass orty L L 3.25'2 6n (Z) _ 112r_ 1 ' sw L) = 21 ft .2S L tl x)r osxl+ Percen 4'ull_ht ~ L Percentfull ht 0.76 _ = 4m---~ sw .,..e.-~ ve 0.80 per Table 3B Ratioeffecti lJ NA V lJ WFCM °effective = Ratioeffective'2002 See Shearwall Schedule ueffective = 1602 plf i RI _COMB VI L V1 = 728 plf < oeffective = 1602 plf ShearWall I S3 For 27'-6" Perforated ShearWall (w/ 80% Effective Shear) LINE 1 Lsw = 27.5 ft Hwall 9 ft Wall Height MOT:= Rl • 17 + Rl_FLR2*Hwall MOT = 197141 lb-ft i 2 2 2 MR wWDL' 17, 2 Lsw + wRDL'4. 2 2 Lsw + wFDL'4' L2 MR = 117975 lb-ft ?MR = 78650 < MOT= 197141 lb-ft There is OverTuming 3 MOT - 3 MR < TensionallowSTHD14RJ = 5025 lb or equiv. T T = 4309 lb L INSTALLED @ FOUNDATION WALL @ sw GABLE END USE STHD14RJ Cab EA END OF 27'- 6" SHEARWALL (a) 1ST FLOOR OF UNE 1 i RSTA#6291 STRUCTURAL CALCULATIONS Sheet 25 of HAVEN HOMES (Stern Residence, Greenport, NY) i R & S TAVARES ASSOCIATES TEL: (209) 863 8928 3324 SANTA FE STREET FAX: (209) 863 8952 ` T AVA ATVs RIVERBANK, CA 95367 AV#1RES fllER WAW~I^F1.COR Line 2 (1st FLOOR): 0 R R m. R2_COMB = 20810 lb Lsw 24 It j 1 m2sswsx sa- L2 Lsw, - 2.75 L2 = 21.25 It sss. auv. 6.25 ovEx 2vr R ?121 OP~ P. L _ PercentfulI ht - Percentfull ht 0.89 L SW --V" jEQPEI~ Ratioeffective 0.82 per Table 3B v WFCM ueffective = Ratioeffective 2002 See Shearwall Schedule ueffective = 1642 plf R2 COMB V2 -L2 V2 = 979 plf < °effective = 1642 plf ShearWall S$ ~I For 24'- 0" Perforated ShearWall (w/ 82% Effective Shear) Ca) LINE 2 when the overturning force is about the exterior end Lsw, = 24 ft Hwall 9 ft Wall Height MOT R2.17 + R2_FLR2.8 MOT = 233504 lb-ft i 2 2 2 Lsw Lsw 13.7511 Lsw MR w'WDL'17• 2 + wRDL•8• 2 + wFDL'(4 + 2 J' Z + (w"RDL + wFDL)'44.75•Lsw I MR = 143208 lb-ft 3 MR = 95472 < MOT=233504 lb-ft There is OverTuming i MOT - 3MR < TensionallowHDQ8 = 7210 lb or equiv. T:= T = 5751 lb Lsw INSTALLED @ FOUNDATION WALL @ GABLE END RSTA# 6291 STRUCTURAL CALCULATIONS Sheet 26 of HAVEN HOMES (Stem Residence, Greenport, NY) i R & S TAVARES ASSOCIATES TEL: (209) 863 8928 3324 SANTA FE STREET 40~ FAX: (209) 863 8952 RIVERBANK, CA 95367 AVARES ASSQC7ATFa ~ I Line 2 (1st FLOOR): when the overturning force is about the interior end For 24'- 0" Perforated ShearWall (w/ 82% Effective Shear) a LINE 2 Law = 24 ft Hwall = 9 ft Wall Height j I MOT R2.17 + R2_FLR2.8 MOT = 233504 lb-ft 2 2 2 Law Law 13.751 Lsw MR wWDU 17- 2 + wRDL'8' 2 + wFDL'(4 + 2 J' 2 ± w'WDL' 17-4. Law MR = 150480 lb-ft i 3 MR = 100320 < MOT = 233504 lb-ft There is OverTuming i MOT _ ? MR < TensionallowHDQB = 7210 lb or equiv. T:= 3 T=5549 lb INSTALLED @ FOUNDATION WALL @ Law GABLE END USE HDQ8SDS3 W/ SSTB28 0 EA END OF 24'- 0" SHEARWALL (W 1ST FLOOR OF LINE 2 I I I RSTA# 6291 STRUCTURAL CALCULATIONS Sheet 27 of HAVEN HOMES (Stern Residence, Greenport, NY) R & S TAVARES ASSOCIATES TEL: (209) 863 8928 3324 SANTA FE STREET FAX: (209) 863 8952 RIVERBANK, CA 95367 ~AVARES k8501JIA1aS I v- ]IIFM WTLL®I^F1.CCA Line 3 0st FLOOR): R - 5525 lb 3COMB Lsw:= 42 ft - tim,~F mff~i T 0 L3 - Lsw - 2.25.2 - 3.25 - 3.25 - 16.25 sss a,.xs.a:r~+ ~r r 1~~' yn oPFN ;I L3 = 14.75 ft ]>s • °"Q' Percentf 3 Percen 0.35 :r. ull_ht ~ L tfull_ht L sw Ratioeffective 0.43 per Table 3B WFCM u = Ratio 951 See Shearwal Schedule effective• ~ effective' Ueffectrve - 409 plf R3 OMB u -409 plf ShearWall L \2 v3 v3 375 plf < effectrve - VVV 3 For42'- 0" Perforated ShearWall (w/ 100% Effective Shear) na LINE 3 Lsw = 42 ft Hwal1:= 9 ft Wall Height L2 MOT = R3_COMB'8 + Uplift-4. MOT = 111444 lb-ft i 2 2 Lsw Lsw MR N WDL'Hwall' Z + (wRDL)'4• 2 MR = 148176 lb-ft ?MR = 98784 < MOT = 111444 lb-ft There is OverTurning 3 I MOT - 3 MR < TensionaIlowSTHD14RJ = 5025 Ib or equiv. T:= T = 301 Ib Lsw INSTALLED @ FOUNDATION WALL @ GABLE END USE STHD14RJ 0- EA END OF 42'- 0" SHEARWALL la 1ST FLOOR OF LINE 3 i RSTA# 6291 STRUCTURAL CALCULATIONS Sheet 28 of HAVEN HOMES (Stem Residence, Greenport, NY) i R & S TAVARES ASSOCIATES TEL: (209) 863 8928 3324 SANTA FE STREET FAX: (209) 863 8952 RIVERBANK, CA 95367 AVARES A9 moirm Line A fist FLOOR): SH WALL ®InF R _ RA _COMB = 7403 lb Lsw 20 ft R, "'m'° 1^I 1 e•-a~E-2P-0•~I - LA:= Lsw - 3.25.2 R.--+ A T (2)IU bPEN 9-0, , L = 13.5 ft 615•+(2)225'+625'OPEN 225' A +J.2r +225• +3.2s z7fi• 42' LA !1622'_ Percentfnll ht 1' OPEN5• 2.75' OPEN OPEN sw a Jzr +6 OPEN ' )J 35'OPEN ao m.-. Percentfull_ht = 0.68 E 4<'L• 2Tb• Ratioeffective 0.76 per Table 3B WFCM Ueffective:= Ratioeffective'951 See Shearwall Schedule ueffecti ve - 723 plf j - RA L OMB VA:= VA 548 plf < u - 723 plf ShearWall 12 effective - v A For 20'-0" Perforated ShearWall (w/ 59% Effective Shear) Ca LINE A Lsw = 20 ft Hwall 9 ft Wall Height 2 MOT = RA_COMB'Hwall + Uplift-4. LZ MOT = 81879 lb-ft L 2 2 2 MR `{'WDL'Hwal1• 2 + wRDL-4- L2 + wFDL•4' L2 MR = 43200 lb-ft 2 3 = 28800 < M = 81879 lb-ft R OT 3 2 MOr - 3 MR < Tensiona110WSTHD14R1 = 5025 lb or equiv. T:= T = 2654 lb Lsw LOCATED @ GABLE END FACE USE STHD14RJ l~ EA END OF 20'-0" PERFORATED SHEARWALL na 1ST FLOOR OF LINE A RSTA# 6291 STRUCTURAL CALCULATIONS Sheet 29 of HAVEN HOMES (Stern Residence, Greenport, NY) i R & S TAVARES ASSOCIATES TEL: (209) 863 8928 3324 SANTA FE STREET AVARES FAX: (209) 863 8952 RIVERBANK, CA 95367 eyyn,_Tpres Sk/ \ i Line B (1st FLOOR): RB COMB = 11645 Ito Lsw 49 ft rf~ rI r~ auxov°x ra LB Lsw, - 6.25 - 2.25.2 - 6.25 s.ss. (2) z.ss. Qssarw l.:J *2 ss - LB 32 L km Percen B Percen 0.65 33V~ --0 4ull_ht L tfull_ht= sw O I Ratioeffective 0.59 per Table 3B WFCM oeffective = Ratioeffective'951 See Shearwall Schedule effective = 561 plf i RA COMB VB VB - 231 Plf < °effective = 561 plf ShearWall L SZ B li , For49'O" Perforated ShearWall (w/ 59% Effective Shear) Cad LINE B Lsw = 49 ft Hwall 9 ft Wall Height 2 27.5 Lsw MOT• RB• 18 + RB FLR2"Hwall + Uplift-•- + 87644 MOT. = 338832 lb-ft I 4 2 i 2 2 2 L'sw 27.5 Lsw 27.5 Lsw MR wWDL• 17• 2 + wRDL' 4 • 2 + wFDL' 4 ' 2 MR = 467745 lb-ft 'j i 3MR = 311830 < MOT=338832 lb-ft There is OverTuming I~ ii MOT - 3 MR < Tension allowST11D(4RJ = 5025 Ib or equiv. T:= FT-=-5-51-1 lb 0 Lsw LOCATED @ GABLE END FACE 'I USE STHD14RJ (ED EA END OF 49'-0" PERFORATED SHEARWALL (W 1ST FLOOR OF LINE A RSTA# 6291 STRUCTURAL CALCULATIONS Sheet 30 of HAVEN HOMES (Stern Residence, Greenport, NY) j li R & S TAVARES ASSOCIATES TEL: (209) 863 8928 3324 SANTA FE STREET AVARES FAX: (209) 863 8952 RIVERBANK, CA 95367 ,assrxx, s •RIIFARWNL®I^i1L4Y Line C (1st FLOOR): R m 1 RC COMB = 11645 lb Lsw:= 44 ft unzr wex a, R. u.-~.,. W B T LC Lsw - 3.25.4 - 6 LC = 25 ft Ll-. z2s------ L ¢2rB _-____-____2.7 Percentfull ht PercentfuH ht 0.73 L sw R.m.-r n,vorw ~d• f M'6-~ Rd' ~J Rahoeffective = 0.54 per Table 3B L WFCM ueffective = Ratioeff. tuve-951 See Shearwall Schedule ueffective = 514 Plf l RC COMB VC LC VC = 466 Pif °effective = 514 plf ShearWall SZ For 44'- 0" Perforated ShearWall (w/ 54% Effective Shear) (c LINE B Lsw = 44 ft Hwall 9 ft Wall Height li 2 MOT RC• 18 + RC_FLR2•Hwall + UPlift 27.5 Lsw • 7 2 MOT = 269821 lb-ft 2 2 2 Lsw 27.5 Lsw 27.5 Lsw MR wWDL' 17• Z + wRDL' 4 2 + w'FDL' 4 2 MR = 377157 lb-ft i 3 MR = 251438 < MOT = 269821 lb-ft There is OverTuming MOT - 3 MR TensionaQOW$THDI4RJ = 5025 lb or equiv. T:= T=418 lb Lsw LOCATED @ GABLE END FACE USE STHD14RJ HOLDDOWN Cad EA END OF 44'-0" PERFORATED SHEARWALL 0 1st FLOOR OF LINE B i I RSTA# 6291 STRUCTURAL CALCULATIONS Sheet 31 of HAVEN HOMES (Stern Residence, Greenport, NY) ii R 8 S TAVARES ASSOCIATES TEL: (209) 863 8928 3324 SANTA FE STREET FAX: (209) 863 8952 RIVERBANK, CA 95367 AVARES S5$513:1 ti4F5 Line D (1st FLOOR): m RD COMB = 7403 lb Lsw 27.5 ft l E ma.~l ' O - a. m.-~ aulrurEll r LD:= Law - 3.25.3 LD = 17.75 ft 1)S -621 :lr .3.3 +3. LD (2)3U 2,71 _________a?3F_~ Percent Percen - 0.65 OP61 o~ full_ht L tfull_ht' sw Ratioeffective 0.74 per Table 3B lJ w~ lJ Rj. WFCM ueffective:= Ratioeffective-951 See Shearwall Schedule ueffectv .e - 70q plf - RD COMB VD:= u -704 plf ShearWall D VD 417 Of < effective - v L Sz For 27'- 6" Perforated ShearWall (w/74% Effective Shear) P LINE D Lsw = 27.5 ft Hwall 9 ft Wall Height 2 34 Lsw MOT = RD_COMB•Hwall + Uplift. 2 2 MOT ° 189151 lb-ft !i 2 2 Lsw 34 Lsw MR wWDL•Hwall- 2 + wRDL' 2 ' 2 MR = 137259 lb-ft ? MR = 91506 < MOT = 189151 lb-ft There is OverTuming 3 MOT - 2 I~ 2 MR < fTensionallowSTHD14RJ = 5025 lb or equ iv. T:= 3 T = 3551 lb ~ Lsw LOCATED @ GABLE END FACE i USE STHD14RJ HOLDDOWN t& EA END OF 271-6" PERFORATED SHEARWALL Q 1st FLOOR OF LINE D RSTA# 6291 STRUCTURAL CALCULATIONS Sheet 32 of HAVEN HOMES (Stern Residence, Greenport, NY) i lj I R & S TAVARES ASSOCIATES TEL: (209) 863 8928 3324 SANTA FE STREET CRE FAX: (209) 863 8952 RIVERBANK, CA 95367 AIIbssGAES i - list FLOOR DIAPHRAGM DESIGN FOR 1st FLOOR FRAME 1 SHEAR IN TRANSVERSE Ca) 1st FLOOR DIAPHRAGM "FLRI_T ° 206 plf See Summary in Sht. 5 w `'FLRI_T'44 " 165 plf into Lines 1 & 2 FLRI_T 2 27 5 FLRI_T = since wFLRI_T = 165 plf VALLOW FLR T = 372 If SHEAR IN LONGITUDINAL Ccb 1st FLOOR DIAPHRAGM FLRI_L = 179 plf See Summary in Sht. 5 w FLRI_L'27.5 w 56 plf into Lines B & C FLRI_L 2,44 FLRI_L = since FFLRI_L ° 56 plf VALLOW _FLR_L = 280 If TRANSVERSE r 206 PLF ~rc za-o•'-~~ ROOF n 8 In FLOOR DIMF'H pGMJ IY DIAPHRAGM I GGNCnvDINU. 27'fi- 42' 179 PLF DIMHRAGM3 ~ CONCRETE c, eo I Yd' TT G W6~ D E 44'-0" X27-6"--j~ 1 2 3 RSTA#6291 STRUCTURAL CALCULATIONS Sheet 33 of HAVEN HOMES (Stern Residence, Greenport, NY) ~i~ R & S TAVARES ASSOCIATES is TEL: (209) 863 8928 3324 SANTA FE STREET FAX: (209) 863 8952 RIVERBANK, CA 96367 AYARES 1st FLOOR DIAPHRAGM CONTINUITY CHECK FOR 1st FLOOR FRAME 1 - MODULE TO MODULE CONNECTION as 1st FLOOR RIMBAND : ALONG MATELINE NOTE : DEEP BEAM HORIZONTAL SHEAR TRANSVERSE 2W PLF VFLRI_T = 206 Of A CIE- ---->I 0 4, VFLR1 L = 179 Plf - 44 n ra T~ Im FLOOR T-- DIAPHRAGM TtTS~' 11f wxoirvwxn-T" 9 27W ~rzxsox 47 - 179 PLF F MAt& I*MP ~w COKKPETE 9LB i TEMdIOx .SW L9 TT~~ D 3 FMATE VFLRl_L'27.5 FMATE = 2464 lb 2 ALLOWbolt:= 1080 ALLOWbolt= 1080 lb ALLOWbolt Spacingreq Spacingreq = 19.3 ft FMATE 44 PROVIDE 1/2" DIAM. THRU BOLTS 8'0.c. FLOOR PERIMETER BEAMS ON SITE - MODULE TO MODULE CONNECTION (a) 1stFLOOR RIMBAND' AT ENDWALLS I.j NOTE : CHORD FORCE CONTINUITY z VFLRI L'27.5 FCHORD 8 44 tension force to chord FCHORD - 385 LB - SINCE FCHORD = 385 LB < TensionallowST6224 = 2540 LB TensionallowHTT16 = 3695 LB ROVIDE ST6224 SIMSON STRAP RIMBAND GABLE END WALLS PROVIDE DBL HTT16 SIMSON TIE @ 1ST FLOOR MATING LINE @ END WALLS OPTIONAL RSTA# 6291 STRUCTURAL CALCULATIONS Sheet 34 of HAVEN HOMES (Stern Residence, Greenport, NY) • R & S TAVARES ASSOCIATES TEL: (209) 863 8928 3324 SANTA FE STREET - AVARES FAX: (209) 863 8952 RIVERBANK, CA 95367 ` 5 walgxtaTFs 1st FLOOR DIAPHRAGM DESIGN FOR 1st FLOOR FRAME 3 SHEAR IN TRANSVERSE (a) 1st FLOOR DIAPHRAGM FLR]_T3 - 206 plf See Summary in Sht. 5 vFLRI T3']8 wFLRI T3 WFLRI T3 ° 93 plf into Lines A & B1 2.20 - since `°FLRI_T3 ° 93 Plf < VALLOW_FLR T- 372 If SHEAR IN LONGITUDINAL (ED 1st FLOOR DIAPHRAGM FLRI_L3 = 179 pif See Summary in Sht. 5 w "FLRI_L3'20 N 100 plf into Lines B & C FLRI_L3 - FLRI_L3 2.18 since wFLRI_LT-7 100 plf < VALLOW FLR L - 280 If TRANSVERSE 206 PLF II ss'' A aoDV T R W B 81 I' FLOOR T DIAPHRAGM 1 _ LoDCmlDwu. - 27'.6. 42' 179 PLF 1^FLOOa DIM11pgGM2 CONLFYTE SLAB I G I f.p TT D F 44'.0' 2T-6' 1 1 U RSTA# 6291 STRUCTURAL CALCULATIONS Sheet 35 of HAVEN HOMES (Stern Residence, Greenport, NY) R & S TAVARES ASSOCIATES TEL: (209) 8638928 3324 SANTA FE STREET A1tARES FAX: (209) 863 8952 RIVERBANK, CA 95367 5 .~syAr ES 1st FLOOR DIAPHRAGM CONTINUITY CHECK FOR 1st FLOOR FRAME 3 - MODULE TO MODULE CONNECTION (aD_ 1st FLOOR RIMBAND ALONG MATELINE NOTE : DEEP BEAM HORIZONTAL SHEAR TRANSVERSE 206 PLF V FLRI-T = 206 Pit "FLRI-L = 179 plf IF-g• ~I , `kt B'O' In FLDpR ~inw DIAPHRAGM uwrtwdne mu ~[raxm 274• 42• F I]9 PLF f_MnlE-i a6RlP vi~ur cOnxPeee aue rexumu G nwu TTD VFLR1 L'27.5 FMATE 2 FMATE = 2464 lb ALLOWbolt:= 1080 ALLOWbolt = 1080 lb ALLOWbolt Spacingreq F Spacingreq = 7.9 ft MATE 18 ROVIDE 1/2" DIAM. THRU BOLTS 8' O.C. FLOOR PERIMETER BEAMS ON SITE - MODULE TO MODULE CONNECTION R 1stFLOOR RIMBAND' AT ENDWALLS NOTE : CHORD FORCE CONTINUITY z °FLRI L'27.5 FCHORD 18 tension force to chord FCHORD ° 941 LB SINCE F - 941 LB < TensionallowST6224 = 2540 LB CHORD - TensionallowHTTl6 = 3695 LB PROVIDE ST6224SIMSON STRAP RIMBAND GABLE END WALLS ROVIDE DBL HTT16 SIMSON TIE @ 1ST FLOOR MATING LINE Ca END WALLS OPTIONAL RSTA# 6291 STRUCTURAL CALCULATIONS Sheet 36 of HAVEN HOMES (Stern Residence, Greenport, NY) R & S TAVARES ASSOCIATES TEL: (209) 863-8928 3324 SANTA FE STREET FAX: (209) 863 8952 RIVERBANK, CA 95367 S AdARES ass~H:Txtrs 1st FLOOR DIAPHRAGM CONTINUITY CHECK. FROM 1st FLOOR FRAME 1 TO FRAME 2 & 3 - MODULE TO MODULE CONNECTION (a. 1st FLOOR RIMBAND ALONG MATELINE NOTE : DEEP BEAM HORIZONTAL SHEAR TR SVERSE 306 PLF vFLRI_T = 206 plf vFLRI L - 179 PIT /A LJ rmn. R UIMHMOM1I iLNLwx fAt, LONOI1111TNAL 'H)LO , - - F FTFA'SION 27W 42' 179 PLF i_MgiE-3.46KIP -w,W CONCRLTE .III SLN I TEx9pN C. 44'-0 J 27-G•-~ I vFLRI L,27.5.2 FMATE 2 FMATE = 4928 lb ALLOWbolt 1080 ALLOWbolt= 1080 lb ALLOWbolt SpacingFeq F Spacingreq = 6 ft MATE 27.5 PROVIDE 1/2" DIAM. THRU BOLTS 8'0.c. FLOOR PERIMETER BEAMS ON SITE - MODULE TO MODULE CONNECTION C ED RIMBAND : AT ENDWALLS NOTE : CHORD FORCE CONTINUITY I vFLRI L'(27.5+27.5) 2 FCHORD 8 tension force to chord FCHORD = 2464 LB 27.5 I F 2464 TensionallowST6224 = 2540 LB SINCE LB CHORD = TensionallowHTT1G = 3695 LB _ ROVIDE ST6224 SIMSON STRAP RIM BAND GABLE END WALLS PIR -1 ROVIDE DBL HTT16 SIMSON TIE @ 1ST FLOOR MATING LINE @ END WALLS OPTIONAL RSTA# 6291 STRUCTURAL CALCULATIONS Sheet 37 of HAVEN HOMES (Stern Residence, Greenport, NY) R & S TAVARES ASSOCIATES TEL: (209) 8638928 3324 SANTA FE STREET AVARES FAX: (209) 863 8952 RIVERBANK, CA 95367 7 S SSOONNS i - LATERAL FRAMING CONNECTION LOAD FROM WIND - ROOF RAFTER TO TOP PLATE CONNECTION A.) TO RESIST SUCTION Psuction = 19 PSF Suction when wind is parallel to ridge. See Sht 5 27.5 16 \I 2 Netsuction = Psuction' 4 ' 12 _ (wRDL' 27.54 'l612J' 3 Netsuction = 83 lb PER RAFTER SINCE Netsuction -7- lb < Shearbolt = 40 lb OK SINCE Netsuction = 83 lb < TensionaIIOWST1tAP = 500 lb OK rovide 1/2" Bolt @ Each End of Each Rafter to Ceiling Joist & rovide 1 1/4" x 16" x 0.019" Ga Strap @ Top of Each End of Ceiling Joist to DBL o Plate Over Plywood B.) TO RESIST SHEAR wRF L = 225 plf SHEAR TO END OF DIAPHRAGM. SEE SHT. 8 16 Psheear:= wRF_L'1 plf Psheear = 300 LB PER RAFTER Toenail 0.83.883 (3) 16d Toe Nail Toenail 219 LB = SINCE Psheear = 300 LB < Toenail = 219 LB OK rovide 3 16d Toe Nails Ea. End of Ea. Ceiling Joist to Double To Plate RSTA#6291 STRUCTURAL CALCULATIONS Sheet 38 of HAVEN HOMES (Stern Residence, Greenport, NY) I R & S TAVARES ASSOCIATES TEL: (209) 863-8928 3324 SANTA FE STREET AVARES FAX: (209) 863 6952 RIVERBANK, CA 95367 t' ray.4rRES ;5 -WALL STUD TO DBL TOP PLATE & _SILL CONNECTION (TO RESISIT SUCTION) only at 2nd Floor Psuction = 19 PSF Suction when wind is parallel to ridge. See ShL5 r wFDL 2 26 60 Stud to Floor Rim Netsuction_BOT'- LPsuction - (wRDL + wceil + 2 ) 31 4 12 since Net 54 lb Tension LSTA12 @ 60" suction_BOT = allowLSTAl2 = 695 lb O. C. rovide Simpson LSTA12 STRAP @ 60" o.c. on 2nd Floor Wall Stud to Floor Rim. he Same Stud Shall have the 1 1/4"x16"x0.019" Tension Strap on the Other End of tud to DBL TP - TOP PLATE SPLICES wRF T = 163 plf Commonl0d_nail _face 90 lb Allowable 10d Common Nail for toe nailing S inCommonl0d_nail_face Pacg'= wRF T 12 Spacing = 6.6 ROVIDE MIN. 10d COMMON FACE NAIL ALONG DBL TOP PLATES @ 4' EACH SIDE F 4' STAGGERED SPLICE w/ Max. 4" o.c-SPACING RSTA# 6291 STRUCTURAL CALCULATIONS Sheet 39 of HAVEN HOMES (Stern Residence, Greenport, N1) R & S TAVARES ASSOCIATES TEL: (209) 863 8928 3324 SANTA FE STREET AV4RES FAX: (209) 863 8952 RIVERBANK, CA 95367 aS xs taps FOUNDATION SHEAR ANCHORAGE (vRF_T+ VFLR2_T+ VFLRI_T)'44 Vbasel 2-(27.5 -2) Vbasel = 777 Plf (vRF_T + vFLR2_T + vFLRI_T)'44 (vRF T2 + vFLRI_L3)'27.5 7) Vbase2 = 2318 plf Vbase2'= 2-(5 +7) + - 2•(5 +7)- (vRF_T2 + vFLRI_L3)'27.5 Vbase3 2-(42 - 2 - 21.) Vbase3 = 420 plf (vRF_L3 + vFLRI_L3)'42 VbaseA 2.(20-2) VbaseA - 512 plf (vRF_L + vFLR2 L + vFLRI_L) .26 VbaseB 2.(49-2) VbaseB = 220 plf (VRF L+VFLR2 L+VFLRI_L)'26 VbaseC 2.(44-2) VbaseC = 247 Of (vRF_L3 + vFLRI_L3)'42 VbaseD 2•(27.5 -2) VbaseD = 362 plf ANCHOR BOLT LINE 1 LINE 2 LINE 3 LINE A LINE B LINE C LINE D 5/8" dlam x 18" 16" O.C. 8" O.C. 32" O.C. 24" O.C. 48" O.C. 48" O.C. 32" O.C. 7/8" diam x 18" 32" O.C. 8" O.C. 48" O.C. 48" O.C. 48" O.C. 48" O.C. 48" O.C. FOMDAnONBASE SHEAR V bue_I V b 2 V bu ) i T9 V bw B~.?.. I v IT-0' 42' ~fr TT c Vb~D ybD 'E ZTb'~ RSTA# 6291 STRUCTURAL CALCULATIONS Sheet 40 of HAVEN HOMES (Stern Residence, Greenport, N1) ii i 272 SUPPLEMENT Table 2C Shear Capacities for Horizontal Diaphragm Assemblies Framing Species Framing Species -Framing Species Gz0.50 0.50>Gz0.42 0.42>Gz 0.35 Die hra ns q q q Blocked Blocked o Blocked a a p Panel Ed Re Nail S ecin in. 6' 6 4" 2Y:" 2' 6' 6 4'122" 2" 6' G 4" 2%' 2" Sheathing Material Sheathing Nail Recommended Shear Capacity (pit)' Thickness Size SWCturall 3/8 Sd 180 270 360 530 600' 165 f 490 550' 155 230 305 450 510' 15/32 lOd 215 320 425 640' 730' 200 590' 670' 185 270 360 545' 62d Structural Sheathing 318 6d 125 185 250 375 420' 115 345 385' 105 155 215 320 355' 8d IGO 240 320 480 545' 145 440 500' 135 205 270 410 465' 7/16 8d 170 255' 340 505 575' 155 465 530' 145 215 290 430 490' 15/32 Sd I80 270 360 530 600' 165 490 550' 155 230 305 450 510' lOd 190 290 385 575' 655' 175 530 605' 160 245 325 4903 5553 19/32 10d 213 320 42L640' 730' 200 295 390 5903 670' 185 270 360 545' 620' G - Specific gravity of framing species. For wind design, tabulated values shall be permitted to be increased 400/6. ' When petrel edges am staggered over common framing members and Ole load is parallel to the framing members, tabulated values shall be permitted to be increased 33%. ' Framing at adjoining panel edges shall be 3 inches nominal or wider and units shall be staggered. " Nail spacing at. edges other than diaphragm boundaries and continuous panel edges parallel to load shall be permitted to be .6 inches, 4 inches, and 3 inches instead of 4 inches 2-1/2 inches and 2 inches res etivel . . . i Table 2C Shear Capacities for Horizontal Diaphragm Assemblies (Cont.) Sheathing Material Thickness Nail Diaphragm Nail S acin tn. of Material Sim Construction p g( j ended Shear C >acit ('n.) Panel Edges Intermediate (ply y Su outs Gypsum Wallboard 1/2 Sd Cooler Neils or UublcekeA l Shrews 7 10 70 1-1/4 Drywall Lumber Sheathing - 518 or 3/4 8d Commoa Nails Strai ht Sheathin 2 er Su art 2 or Su art 50 Diagonal Sheathing 2 er Su art 2 er Su art 300 Special 2-Layer 2 per Support/Layer 2 per Support/Laycr 600 Diagonal Sheathing Tabulated shear capacity can be increased to 90 phf when ceiling training members are spaced not more than 16 inches on center, per ICBO Report No. 1874-89. _ KSTA 4 6291 41 5 j. AMERICAN WOOD COUNCIL / 274 SUPPLEMENT Table 3B Design Criteria to Determinw-Shear Capacities for Shearwall Materials The shear resistance of wood shearwalls shall be computed using one of two methods: Method 1. Shearwall Segment Method 1. Limitations. The following limitations apply to the use of-Method 1 - Shearwall Segment Method a. A shear-wall segment shall be located at each end of a Shearwall. Openings shall be permitted to occur beyond the ends of the shearwall, however die width ofsnch openings shall not be included in the width of the shearwall. b. For wind design, the shear capacity of shearwall segments sheathed on both sides with similar or dissimilar materials shall equal the sum of the unadjusted shear capacities for each side. For seismic design, the shear capacity of shearwall segments sheathed on both sides with similar materials is equal to two tines the shear capacity of the side with the lowest shear capacity or the shear capacity of the side with the higher shear capacity. For seismic design, summing dissimilar materials is not permitted. c. Shearwall segment aspect ratios shall be limited to the minimum aspect ratio for the sheathing material on either side of the shearwall. d. A Shearwall segment shall not have out of plane (horizontal) offsets. Where out of plane offsets occur, portions of the wall on each side of the offset shall be considered as separate shearwall segments. e. Collectors for shear transfer shall be provided through the full length of the shearwall. f Shearwall height, h, shall not exceed 20 feet. 2. Shearwall Capacity. The total shearwall capacity shall be equal to the unit shear capacity of the Shearwall segments tines the sum of the lengths of the shearwall segments. Anchorage and Load Path. Design of shearwall anchorage and load path shall conform to the requirements of this section, or shall be calculated using principles of mechanics. Wall framing, sheathing, sheathing attachment shall be in accordance with the requirements of 2.4. a. Uplift and Anchorage at Shearwall Segment Ends. Anchorage for uplift forces due to overturning shall be provided at each end of each Shearwall segment. The uplift anchorage shall be in accordance with 2.2.4 For each story the uplift force, T, shall be calculated in accordance with the following: T=VhLi) where: T = tension chord uplift force (lbs.) V = shear force in shearwall (lbs.) h = sbearwall height (ft.) Li = sum of lengths of shearwall segments (ft) b. Anchorage for in-plane shear. The unit shear force, v, transmitted into the top of a shearwall segment, out of the base of the shearwall, and into collectors (drag struts) connecting shearwall segments, shall be calculated in accordance with the following: v=VLd where: v = unit shear force (plf) V shear force in shearwall (tbs.) Li = sum of lengths of shearwall segments (ft.) C. Compression Chords. Each end of each shearwall segment shall be designed for a compression f equal to the tension force, T, calculated in Itern 3a (above). force, C, al d. Load Path, A load path to the foundation shall be provided for each uplift force, T and t, for each shear force, v, and for each compression force, C. Elements resisting shearwall forces contributed by multiple stories shall be designed for the sutra of forces contributed by each story. RSTH _ AMERICAN WOOD COUNCIL 4 6 z 9 I 4~~5 WOOD FRAME CONSTRUCTION MANUAL Method 2. Perforated Shearwall Method m 1. Limitations. The following limitations apply to the use of Method 2 - Perforated Shearwall Method a. A perforated shearwall segment shall be located at each end of a perforated shearwall. Openings shall be permitted to occur beyond the ends of the perforated shearwall, however the width of such openings spill not be included in the width of the perforated shearwall. b. Walls shall be entirely sheathed with structural sheathing, including the areas above and below windows and above doors. Areas above and below windows and/or above doors shall be permitted to remain unsheathed if the unrestrained opening height is assumed to be the height of the unsheathed opening. c. For wind design, the shear capacity of shearwall segments sheathed on both sides with similar or dissimilar materials shall equal the sum of die unadjusted shear capacities for each side. For seismic design, the shear capacityof shearwall segments sheathed on both sides with similar materials is equal to two times the shear capacity of the side with the lowest shear capacity or the shear capacity of the side with the higher shear capacity. For seismic design, summing dissimilar materials is not permitted. d. Shearwall segment aspect ratios shall be limited to the minimum aspect ratio for the sheathing material on either side of the shearwall. 10 e. A perforated shearwall shall not have out of plane (horizontal) offsets. Where out of plane offsets occur, 'Q 'IV portions of the wall on each side of the offset shall be considered as separate perforated shearwalls. r f. Collectors for shear transfer shall be provided through the full length of the perforated shearwall. I3 g. A perforated shearwall shall have uniform top of wall and bottom of wall elevations. Perforated rh shearwalls not having uniform elevations shall be designed by other methods. h. Perforated shearwall height, It, shall not exceed 20 feet. i. The unadjusted shear capacity of the shearwall shall not exceed 800 plf. 2. Percent Full Height Sheathing. The percent of full height sheathing shall be calculated as the sum of widths of perforated shearwall segments divided by the total width of the perforated shearwall including openings. 3. Maximum Opening Height Ratio. The maximum opening height shall be taken as the maximum clear opening height. 4. Adjusted Shear Capacity. The adjusted shear capacity shall be calculated by multiplying the unadjusted shear capacity by the shear capacity adjustment factor in the table below. For intermediate percentages of frill height sheathing, the values in the table below are permitted to be interpolated. Shear Ca aci Ad'ustmeat Factor Maximum Unrestrained Opening Height li Window Height Door Hei lit 11/3 H/2 211/3 51116 H 8' Wall 7-8" 4'-0" 5'4" G-11" 8'-O" - 10' wall 3'-4" 5'-0" 6'-8" 8'-4" 10'_0'• Percent Full- Shear Capacity Adjustment Factor Height Sheathing 0% 1.00 0.67 0.50 0.40 0.33 10% 1.00 0.69 0.53 0.43 0.36 20% 1.00 0.71 0.56 0.45 0.38 30% 1.00 0.74 0.59. 0.49 0.42 40% 1.00 0.77 0.63 0.53 0.45 50% 1.00 0.80 0.67 0.57 0.50 60% 1.00 0 83 0.71 0.63 0.56 70% 1.00 0.87 0.77 0.69, 0.63 80% 1.00 0:91 0.83 0.77 0.71 90% 1.00 0:95 0.91 0.87 0.83 100% 1.00 DO 1.00 1.00 1.00 / AMERICAN FOREST & PAPER ASSOCIATION ~3 1 5-5, 276 SUPPLEMENT 5. Perforated Shearwall Capacity. The perforated shearwall capacity shall be equal to the adjusted shear capacity tithes the sum, of the widths of the perforated shearwall segments. 6. Anchorage and Load Path. Design of perforatedshearwall anchorage and load path shall conform to the requirements of this section, or shall be calculated using principles of mechanics. Wall framing, sheathing, sheathing attachment shall be in accordance with the requirements of 2.4. a. Uplift and Anchorage at Perforated Shearwall Ends. Anchorage for uplift forces due to overturning shall be provided at each end of the perforated shearwall. The upftff anchorage shall be in accordance with 2.2. For each story the uplift force, T, shall be calculated in accordance with the following: T = Vh / (Ce£L) where: T = tension chord uplift force (Ibs.) i V = shear force id perforated shearwall (tbs.) h = shearwall height (ft.) Ca = shear capacity adjustment factor from Item 4 (above) F,L, = sum of lengths of perforated shearwall segments (ft.) b. Anchorage for In-Plane Shear. The unit shear force, v, transmitted into the top of a perforated shearwall, out of the base of the perforated shearwall at full height sheathing, and into collectors (drag struts) connecting shearwall segments, shall be calculated m accordance with the following: j 'I!I v = V / (CoEL) where v = unit shear force (plf) V = shear force in perforated shearwall (lbs.) Cp = shear capacity adjustment factor from Item 4 (above) YLi = sum of lengths of perforated shearwall segments (ft.) c. Uplift Anchorage Between Perforated Shearwall Ends. In addition to the requirements of Item 6 (above), perforated shearwall bottom plates at full height sheathing shall be anchored for a uniform uplift force, t, equal to the unit shear force, v, determined in Item 6b (above) I. I dl d. Compression Chords. Each end of each perforated shearwall segment shall be designed for a compression j force, C, equal to the tension force, T, calculated in Item 6a (above). e. Load Path. A load path to the foundation shall be provided for each uplift force, T and t, for each shear force, v, and for each compression force, C. Elements resisting shearwall forces contributed by multiple stories shall be designed for the sum of forces contributed by each story. i III _ II ail Ii i i I i AMERICAN WOOD COUNCIL 44/Si i~~ i WOOD FRAIVIE CONSTRUCTION IVIANUAL 277 Table 3C Shear Capacities for Shearwaii Assemblies Framing Species Framing Species Framing Species Gz 0.50 0.50>Gz0.42 0.42>Gz0.35 Panel Cd a Nail S acin in. 6 4 3 2a 6 4 3 2r 6 4 3 22 J Sheathing Material Minimum Nail Shear Capacity (ylo Sheathing Size' Thickness' in. Slruchunll 5/16 6d 200 300 390 510 185 275 360 470 170 255 330 435 3/8 8d 230" 360' 460' 610' 230° 360' 460° 610° 230" 360" 460" 610" 7/16 8d 255" 395° 505" G704 255" .395 505 670 240 365 470 620 a i 15/32 8d 280 430 550' 730 260 395 505' 670 240 365 470' 620 M IOd 340 510 665' 870 315 470 610' 800 290 435 569 740 r M Structural Sheathing, 5/16 6d 180 270 350 450 165 250 .320 415 155 230 300 ]545 ! Plywood Siding' 3/8 6d 200 300 390 510 185 275 360 470 170 255 330 8d 220° 320' 410' 530" 220" 3204. 410' 530" 220 320 410 7/16 8d 240' 350' 450° 585' 240- 350- 450 585' 220 325 415 15/32 8d 260 380 490' 640 240 350 450' 590 220 325 415' Od 310 460 600' 770 28 5 425 550' 710 265 39010' 19/32 IOd 0 510 G65' 870 31.5 470 610' 800 290 435 565' Plywood Siding7 5116 6d° 140 210 275 360 130 195 255 330 120 180 235 305 3/8 8d" 160 240 310' 410 140 220 285' 375 135 205 265' 350 G - Specific gravity of training species. i i For wind design, tabulated values shall be permitted to be increased 40%. I Framing at adjoining panel edges shall be 3 inch nominal or wider and nails shall be staggered where nails are spaced 2 inches o.c. ' Framing at adjoining panel edges shall be 3 inch nmnlnal or wider and nails shall be staggered where IOd nails having penetration I' into training of more than I-5/8 inches are spaced 3 inches o.c. " Shear values may be increased to values shown for 15132-inch sheathing with same nailing and framing species provided (1) studs e are spaced a maximum of 16 inches o.c., or (2) if panels are applied with long'dhnension across studs. Common or galvanized box nails unless otherwise noted. " Galvanized casing or siding nails. - - r Thickness at point of nailing aloe panel edges overns shear values. i i li 46 /55 AMERICAN FOREST & PAPER ASSOCIATION 278 SUPPLEMENT Table 3C Shear Capacities for ShearWall Assemblies (Cont.) Sheathing Material Thickness Fastener Wall Construction Panel Edge Nail Shear Capacity of Material Size Spacing fill.) (pli) in. Cellulosic Fiberboard 1/2 6d Blocked 3 125 Sheathing - Regular' Cellulosic Fiberboard 1/2 8d or 11 gage Blocked 3 125 Sheathing - Structural' galvanized roofing nail, 1-112" long, 7116" head 25/32 8d or 11 gage Blocked 3 -175 galvanized roofing nail, 1-12" long, 7/16" head Woven or Welded Wire Lath 7/8 11 ga. Screws or Unblocked 6 180 and Portland Cement Plastet~ 16 a. Ste des Gypsum Lath, Plain or 3/8" lath 13 ga. Plasterboard Unblocked 5 100 Perforated' and 1/2" Nails faster 2'x8' Sheets 1/2 11 ga. Nails, 1-3/4" Unblocked 4 75 Gypsum Ion 7/16" head Sheattim Board' - 4`x8' Sheets 11 go. Nails, 1-3/4" Unblocked 7 100 12 long, 7/16" head Blocked 4 175 Gypsum Wallboard' Unblocked 7 100' 12 Sd Cooler Nails 4 125' Blocked 7 125 4 150 6d Cooler Nails Unblocked 7 115 5/8 4 145 Blocked 7 145' 4 175' Base ply - 6d Two-ply Blocked Base ply - 9" 250" Cooler Nails Face ply -7" Face ply - 8d Cooler Nails i Lumber Sheathing 518 8d Common Nails Stni n Sheathing 2 er Su ort t ' 50 Diagonal Sheatlun 2 per Support 300 Tabulated shear capacities are for short term loading due to wind of seismic loading in Seismic Dmiga Categories A, B, or C. Values ' - ~ shall not be permitted in Seiarujc Design Category D, E, ar F. Tabulated shear capacities are for short term loading due to wind or seismic loading in Seismic Design or C. Values Shshallear be reduced is bas50%ed in Seismic on Category D. Values shell not be permitted in Seismic Design maximum flDesignaming spacing Categories A, B, ' of 16 inches o.e., for framing spaced at 24 inches Category values Eues foror P. inch and 4 inch nail spacing shall be reduce to 75 plf and 110 plf, respectively. Shear ca aci is based on maximum frames 'pc in of 16 inches o.c. li i I RsT~# 629J AMERICAN WOOD COUNCIL 17/55 i i Ail r *y 0 ~{~tr• This product is preferable to shatter conneclon because ore/ easier Installa(I n, (..3.y 7r I hl higher loads, c) lower Installed cost, or a combination of these features. The STHD Is an embedded strap tie holdown with high [Dad capacity and a staggered nail pattern to help minimize splitting. The latest version of Ilia STHD strap - tie [letdown incorporates many new features that Improve Installation and function. When used In conjunction Willi the SNapMalee you have a system that helps prevent both parallel and perpendicular movement during Installation relative to the form. STHD - Allows for accurate location of [Ito STHO's and reduces life possibility of spatting] L U.S. Patent Nails are countersunk FEATURES 5,813,182 for a low profile o • The strap nailing pattern allows for nailing to the edges of double 2x's. T strap surface. • A slot below the embedment line allows for Increased front to back concrete bond and reduced spelling.. • Strap nail slots are countersunk to provide a lower nail head p(ofile. • Rim joist models accommodate up to a 17' clear span without any loss ` - of strap nailing. - 4Y2" MATERIAL: LSTHDB, LSTHDBRJ-14 ga, all others-12 ga. FINISH: Galvanized Embedment INSTALLATION: • Use all specified fasteners. See General Notes. (Top ro NAIIEO Une • See Post Tension information on page 43. 4xPeb'PORTION • Inslall before concrete pour with a SirapMate, or other holding device. Concrete) In Sgtnw NAILS • Nail strap from the bottom up. Strap may be hand one full cycle. END 01• MIN 01ST. • Bending the strap 90° to aid wall placement may cause spelling behind the strap. If the spell is 1' or less measured from the embedment line to the item at the spell, lull loads apply. For spells between 1' and 4' (see illuslratio ion), the allowable load is 0.90 of ilia table loads. An portion of Y the strap left exposed S1H08- -4'-4S4 ' should be protected against corrosion. STHD70, STHD74=41.•-Sy; • For two pour Installations spelling Is measured from ilia first pour. - • Where fewer fasteners are used in the structural wood member, reduce loads _ om14 according to the code. V IN. nF w 9EeM • IN SHEAR CONE • Unless otherwise noted, do NOT install where: (a) a horizontal cold joint exists OiH 'k-MIN. '`Iniexn within the embedment depth between the slab and foundation wall or looting MOM _ rrxm beneath, unless provisions are made to transfer the load, or the slab is designed to resist the load imposed by the anchor; or (b) slabs are poured over concrete block foundation walls. Typical STH074RJ • To get the lull table load, the minimum canter-to-canter spacing is twice Rim Joist Application the embedment depth when resisting tension loads at the same time. • There Is an Increase in tits amount of deflection It Hie strap Is installed on Ilia outside of the shear panel Instead of directly to the framing. Ask for Fonn T-PLYWOOD for complete details. Typical STHD • FOUNDATION CONNERS: Nail quantities may be reduced for less than Is comer (for two por, see foolnolet 5.) distance design loads-use the code allowable loads for fasteners In shar. • To tie double 2x members together, the Designer must determine the fasteners required to bind members to act as one unit without splitting the wood. • Additional studs attached to the sl arwall studs or post may be required by the Designer for wall sheathing nailing. - 2x Embedment • Wood shrinkage after strap Installation across horizontal mmnhers in Length ~ 12' causeslrap to hackle outward. Y Mm. Reber CODES: See page 12 for Code Listing Key Chart. - Length 161rapLSngt~1y c ,v 1 I Modal NO 'IFiln al i Standard{ Itil Joist 'Stem , I r r x ~iI r N ~t ':)elan {S~0" Pl I r - ' 4a rP - Code ~q•$al, Mo 911 r 7 (r , n I Rel. e) LSTHDO / LSTF108RJ 6 21% 35ya 8 " STHDB/STHDBRJ 24 t6d sinker .1695 1695 1695 1825 1825 1825 1950 1950 1950 ZIj 6 21% 35th 8 24-i6d sinker 1780 2050 2345 1950 2270 2385 2135 2370 2425 j STHD167STH010RJ '.6 2 K 3686 >q S' 32, 721 STHD74/STHDI4HJ .6 1 -Inkgr'.p L37HD0/LSTHDBRJ B 21% 35% 8 24-16d sinker 1695 1695 1695 7825 1825 2335 1950 1950 29754 0 STHDB/STHDORJ 0 21% 35r/e 0 32. 20, 24-16d sinker 2370 2370 3195 2370 2370 3195 2370 2370 3195 122 ST1dD10. STHD ~.-...6 ;;2 S• fi - STHOi4GS7 D I4 } ~ r°` ° :31.9k: 3 ii •r 3 1.'RJ' alter the model Indicates STHDB for rim 10181 applicallons, e.g. ST14DBRJInY4bP 2. STHD14RJ on e' snmwall requires 30-16d sinkers, With the 9. STHD74 and STall be b iDesign r. HF/SPF In an 6 stemwaa: the Is load Is 5280 lbs. 3. 10d commons or 12d common naln may be used With no Mad food at m% reduction 11 . of-4960 1bs. TO. Post she n shall be by D larnio 4. Minimum nail and distance to prevent splitting Is 10 x diameter,1 y; for 16d sinkers, Installed as shown on page4J Ion slaps wile" one t4 relief (minimum) Is tOtl common and 120 common. . I: led sink 5. For two pour with 4- slab or less. The STHD14 load at Wand distance 2000 psi is 12 and Informationer. 0.148• tlla.x 3y: loop. Sea page 16-17104 other nail sizes 3235 Ns. and 4220 tbs. ;114' end distance. The STHD10 at the same condition is 13. STII014 and STHD10 allowable loads for an End Installation Condition (Not a Comer) at 2035 tbs. for'te' end distance, and 2750 Ns. at 10' end distance. 6. Allowable loads have been increased for earthquake or wind load tluralluna with no W and distance, 64"ch stem wall, 2500 psi concrete, are 3105 and 2095 tbs respeclivety. further Increase allowed; reduce where other load durations govern. 14. Wand allowable leads orre 3041 land 4200Il 0resp stem oclively. wall, 2000 psi concrete, 42 7. Strap may be bent one full cycle. (Bent honsnnlel go• then heal vertical.) 34• and iyf end distances era 3045 and 4200111s osp a. Calculate loads using straight line Interpolation for corner distances between y,' and 15. SID014 allowable load for an end installation, 10-inch stem wall, W and distance and p e 2500 psi concrete Is 4500 Ns. 7 o<r4 ~ /,al IO LSTHO/STHO 1 a minimum of SPALL REDUCTION SYSTEM When n multiple 2x FOR S 2x 1h5l THD STRAP TIE HOLDOWN aes shown are used FEATURES • Built-In tab. StapMate° locator line. SHEARREM • Additional diamond hole in RJ versions: SM1 Irma 12Mw. REaw LENGTH MM LENGTH BENEFITS Built-in Tab: • Reduces spalling and costly retrofits. ~Ih • 4 No additional labor tdinstall . -d q 'MIN. REann a NINy F • Holds STHD away from form board. on rN DISTANCE , LEND StrapMate Locator Line: ' • Easy inspection to ensure proper location. ' • STHDs adjustment without removing Q. Typical STHD SPALLING LOAD REDUCTIONI Additional Diamond Hale: Corner Installation It strap is bent hodzamal 90° during • One mom fastener to help on 3-2x studs installation, and than bent vertical (bent STHD RJ models from bowing out atethe (for two Pont, one full cycle) for nailing to the stud, rim Joist section. see toolnate 5.) concrete spelling could result. Load reductions may apply see Installation note, - STRAP STYLE- STRAP HOEDOWN HORIZONTAL RME HORIZONTAL PROJECTION HOEDOWN PROJECTION OFEMBEOODED OF EM~EWED PORTION PORTION OFSTRAP OFSTRAP HOEDOWN HOIDOwe 4. BEAR M MAx Bey:, ~ r LOCATE ONE In '3• A:.,, ~i t'' ;R LOCATEONE „Yr-;i uy~..•-. 14 REHAB WITHIN REM WITHIN rLly ,-'F (MATCHED AREA HATCHFOAREA (MAY BE CONCRETE- FOUNOAtmN CONCIiEtE rawBAnox REBM) FOUNDATION REM) PWNOAnoN ODES NOT NEED TO BY OTHERS w BY OTHERS - BETIm TOREBAR w SPAl11No ` 11EOUmION MIN HTENoll HI Single Pour Reber Installation Two Pour Fisher Installation muA END OFOONC~ 'Maintain nrfalinonl rebar cover, per 'Maintain minimum rebar cover, per ACI-318 concrete code requirements. ACI-319 concrete code requirements. Typical STH074 Typical STH014 End Installation Two Pour Installation (No tamer return) POST-TENSION INFORMATION F e N Post Tension -u ialenon .x. ) Alhnyflplo~ Cable Placement 'i MNo of Iropl Faslepers Uplllt Cade H in a Garage Comer Loadi ~ Rai, "g Foaling E iili U ' HPAH022 Mm 13-16d 2705 2705 20, s• 6' Min. , I curb Width Typ _ L`~ v 8 Min 23-16d 4570 124 „L$TH bO61 l'A Min 4-16 sinkers 1685 32, t ^-4 % : ' ` 0$ 6flJ • se will 24.166lnkem. 1605 121 ' " W' 1w•TyR STHOB/' 'A' Min 24-i6tl sinkers 2055 STHDORJ O' Min 24-16d sinkers 2345 32, Top View of Post Tension ° • J Cable Placement STHD10/ '/A' Min 28-16d sinkers 2055 122 ' STHD1oRJ to' Min 28-16d sinkers 3105 WRPIN,•TYg '.I"; ;;7 1. Minimum concrete strength Is 2500 est. g• 2. Post-tension steel is minimum 44' diameter, 7-wire, low-relaxatlon strand in accordance with ASTM A416, Grade 270 ksl, with a . DETAIL 1 J - - guaranteed ultimate strength of 41.3 k. ! IP TN DETAIL 2 3. Anchorage Is monostrand-type anchor system with current ICC When Installed an a ePnaNAt Post Tension approval using a ductile Iron casting of at least 225x4.5' 01 bearing raised curb, use 6" cotnJOwr Cable Placement and reusable pocket formers on all stressing ends. Slamwail Installation ~TTp ~ Carrier Installation 4. It Is the Designer's responsibility to provide reinforcement to He cold-joints anti loads (paggYre~ 42) - and to resist bending stresses In file foundation due to anchor uplift. MET= S. Post design shelf be by Dealgnor. (rib' lTy"~, ~iSMKJt 1~9' !3 KJt e.NAILS:16d-OA62dIa.s3Va• long. fail sinker. 0.140' dlaa3/: long. See page 16-17 for other sell store and Information. 43! QSTA4L /o qi i i I t , CODES: See page 12 for Code Listing Key Chart - Available with additional corrosion protection. Check with tact cry. 6. STRAP Fai18A§[s 1, AWr ~t Model. Dimensions A, 108`1 s!',, : END Np. Ca' 061il). 111 Lf( PP/n COdd DISTANCE * Hot„ "r! W L N4118 - (193j j1 4) LSTA9 1'/a 9 8-10d 645. 775 555 665 LSTA12 1'/4 12 10.10d 805 970 695 830 LSTA15 1'/. 15 12-10d 970 1160 830 1000 LSTA18 1'/4 18 14-10d 1130 1235 970 1165 7'62'90'128 LSTA21 20 1114 21 16-10d 1235 1235 1110 1235 LSTA24 111+ 24 18-10d 1235 1235 1235 1235 ST292 2'/+e 9340 12-16d 1120 1265 970. 1160 Typical LSTA Installation ST2122 27.0 121350 16-16d 1505 1535.1290 7535 (hanger not shown) 3, 28, 39, 88, Bond strap one time only ST2115 3'4 165/10 8-16d 665 665 665 665 104,121,128 ST2215 2'/re 16V 211-16d 1880 1880 1625 1880 L,ST 30-- 1'/n.. 30 ' I'; 640'-' LST 36' 14 '36 t - 1 .Y =z; - 7,62.90,128 OEM and STRAP ST149 335 49 ' 13 Sfr > ' p 9,121,128 ' L T 7 33'4 -73 40 9,128 z%: 0 STAa; 1'/, 9 i - d•:- ~i •'fiBQ`'..: DISTANCE ® 1 1 1~ M3TA12 1 12 '1C 1 850" 7, 62, 90, 0 MSTA15 123,128 M Al Rl1 8 18 :1 r r r,:. 1~ J+. s I ~ $TA21 17r 21'' ~1 ' 1 r 10 + MSTA24 24'L 1 •10d : 'I 15251` 7, 62, 90, 12a 19 MSTA30 11/4 30 22-1 Od 1835 2050 1585 1900 .11.1 11/4 36 26-10d 2050 .2050 1870 2050 ST6215 2'/,e 1G5/,e 20-16d 1095 2095 1640 1970 3,28,39,88, Typical LSTA Installation ST6224 2'/,e 235/is 28-16d 2540 2540 2315 2540 104,121,128 (hallger not shown) ST9 19 8-16d 755 910 655 785 3, 39, 88,104,121,128 Bend strap one time only ST12 16 -11% 10-1611 945 1135 820 985 ST18 it, 173/4 14-16d 1325 1420 1150 1380 3,39,88, ST22 1'/4 21% 10-16d 1420 1420 1420 1420 121,128 MSTC28 3 281h 30 16d sinkers 3000 3600 .2590 3110 9,23,121,128 MSTC40 3 40'/4 52-16d sinkers 4335 4585 3745 4495 MSTC52 3 52% 62-16d sinkers 4585 4585 4465 4585 99 6 ii 3 ? ~6$ . 9, 23, 128 M1(Qdeji TNINhle4~ its Belli?! Cada MST 78 14 3 77 8= a. ^a ' ;.MIf~Ba) r W h' 01y Bla Rel. ut ST 236 2'Ae $ '354 = - 3, 28, 39, 88,104,121,128 PS218° 171 mil 2 18 4 3'. HRS6 131e 6 6-1 W 525 630 455 545 PS418' (7 9a) 4 18 4 5/4 180 a0 HRS8 1% 8 10-10d PS720° 61'4 20 8 'h 875 1050 760 910 728 _ HRS12 1% 12 14-10d 1225 1465 1065 1275 FHA6 1'/m 6m% 8-16d 810 - 975 705 845 A h FHA9 17/10 9 8-76d 810 975 705 845 -c FHA12 Y/,e 11% 8-16d f o 010 975 705 845 - a FHA18 12 P/+e 173/, 8-16d 870 975 705 845 w g FHA24 1'/+a 2370 D-16d 810 975 705 845 FHA30 11/0 30 8-1 Ed a10 975 705 045 3,39,88, _ MST126 26 26-10dx1% 2355 2830 2045 2455 121.128 PSate.Oa PSn1e zw 1v. MSTI36 to 36 36-10dxih 3265 3915 2830 3400 PS Ps ive le. MSTI48 2%e 4d 48-10dxl,h 4350 5080 3775 4530 m MST160 2r/a GO 60-10dx734 5000 5080 4720 5080 MST172 2Y~e 72 64•lOdxl'h 5080 5080 5080 5080 3, 39, 121, 128 n 1. Loads include a 33% or 60% load duration Increase on the fasten0rs for earthquake or wind loading, d bat DO NOT Include 3.33% stress increase on the steel capacity. Rater to page 13 for lurlher expla;Ihm. 2. 100xl rolls maybe substituted where led sinkers or- 19d are specified at 3. 100 commons may be substituted where led sinkers are specified at 100% of t 100% able Of f the the table loads 4. I sit sinkers (0.148^ din. x M/4 long) of 10d commons may be substituted where led commons are arden1e0 at 0.85 of the table loads. 5. Use hall of the halls in each member being connected to achieve Ilia listed loads. 6. PS bothlpa pend colaremsd paallel40--grmin. Hole diamee rain the Part may belaversized to accommodate the "DO. Designer must determine If the oversize creates an unacceptable installation. 7. For ovedap splice details, refer to T-CMST, .11411 li 9. NAILS. fled =00 102• diafe. x 3) nails specified 3%' long, 199 Sinker s he 0.148" din. x 3'/f long 1202048 dg' dla. xl3' long. reduction in lead. Typical PS720 Installation 56 1Udx1'A = 0.140• die. X 1'k• lang. Sao page 18-17 for other nail sizes anti Information. n-z-t-A4 / ai Jr~/S e Floor-to-Floor C leer Span Ta61e 11 - e Mader .Clear Fasteners W Wa¢B. Tepslti Nails are Smcu"Lim z' Na. span (Tptal('c W gyp , 'Loads. $'pP not required or DOUBLE Snos _ 133 ~.l `~(TS in the rim By onBns MSTC2a 78 12-16d sinker 1000 1200 965 1035 board area. f 16 16-1 Ad sinker 1335 1600 1150 1380 L MST040 10. .-,,.,sinker 20f5 24 Qd; 16 98:1 Is{ k r. : .25901. 91 . MSTC52 18 44-16d sinker 3665 4400 3170 3800 16 40-150 sinker 4000 '1505 3455 4145 When nailing j rMSTC66 18 - 64.160aI kda;: 4780 .4380the strap over 16 :.'H846d s(n q. .807 OSB/Plywodd, use 101 Commons, 18 7fi-ifid sbrker 5660 .5660 5660 5660 6d sinkers, MSTC78 16 76-ifid sinker 566MO 5660 5860 5660 16dcommons. MSi37 10 - 20.14d 16 5 , IQQ:.? A minimum - 16 . 22 1 P 2010.;x. 4, Penetration Of 18 32 16d 3370 , 3696 2925 3505 10 nail dlamelers MST48 16 32 16d Is 3580 3695 3105 3635 required for table loads. Floor-lo-Floor Tie • 'MST60 10 46 18d• Q S A See note 3 for - Installation 16 -.~48 i8d'•i~~ 0 t - load reductions showing MST72 18 46 16d 4830 4830 4600 4030' r" a Clear Span 1G 48-16d 4830 4830 4800 4830 ..MST136 18 1A•10dx1 ysJ- {lion w. 1.11(.... - 16 16.10dxiK 45 Typical Detail with Strap 18 26-10dx1K 2355 2830 2045 2455 CODES; Installed Over Sheathing MST148 16 28-10dx1/5 2540 3045 2205 26'15 See page 12 for Code Listing iMST160 18 38-104 iK Key Chart, I. Loads on tile 33% er60%load duration . 16 • ':'q0=1 - + . - t Inodacrease on the fasteners for earthquake ke or r ' 10 50-104x1 K 453 wind IBading, but DO NOT include a 33% ,MST172 5 5080 3935 4720 stress Increase on the steel capacity. 16 52-1 Odx1 K 4715 5080 4090 4010 Available with additional corrosion Refer to page 13 for furlher explanation. proPocgen. Check with factory. 2.10d commons may be substituted where ifid sinkers are specified at 100% of the w Dimensions fas{enero (igtaq Alhiv T table loads. Modal 4 P418D Pd „g h if 3.16d sinkers (0.148• tile. x 31/' long) or 1 Od ",No. :Ga W L I Bd(Lk,. ' R~ t''- E CBill. commons may be substituted where led Neils ;y: ( y1! H41: commonS am specified at 0.85 of the table loads . s AiT:Ula 4. Allowable bolt IoaUs are based on parallel-to- grant 2'/+s 27 3Q-164 4 'Fi 3140 3770 1800 2165 2700 32gp 1665 p} r f i" - loading and these minimum member thicknesses: MST-2'k'; HST2 and HST5-4' ppp MST37 12 2~/,a 37K 42-164 6 K 4395 5080 2525 3025 3835 4605 2335 2805 3.39, FIT and Hhe -4u j'. nails In each member MSi48 21/ie 4e8~ 46 ifid 8 1fi 4845 5310 3065 3675 4200 8040 2040 3410 88,121, S. Use hall being connected to achieve the listed loads. ET00..,( 21A W<i +18 , •1 .';1y' 128 6. For overlap splice details, refer to T-CMST. ST72. P 2ahs fi Br $ - .~,'-+fE$ 7. Straps with 10d (0.148 dial. x 3 nails ~ HST2 214 21 va - 6 44 _ _ -3,39,121,128 specified may he substituted with 10dx11.5 HSTS 7 5 21'/a - 4350 5220 - 4030 4835 (0.148 dial. x 115) with no reduction in load. 12 - 8875 10050 - 8225 9070 3, 39, 0. NAILS: 15d - 0.182' dla. x 31h' long, 5T3 3 '23K t6..'r4;; this Sinker- 0.148' dia. X 315" long, 1 T6 , -!3 B - -251/a 12: .a "rTM i '8 6 ; 89, 121 700114= 0.148" dia. x I/.* long. fir See Page 16-17 for other nail sizes r^ p and ,formation., SAIHSAstrap Connectors I `I A high value seismic tie for horizontal lies across Intervening mem¢ers. ' FINISH: Galvanized INSTALLATION: • Use all specified fasteners. See General Notes. 0. May not be suitable for floor diaphragms which protrude above beams. Typical HSA f CODES: See page 12 for Code Luling Key Chart. Installation gash ..Sf k r > 1 , Tptat<h0ktaderytW<,, L a, I i(IA .idle ~wacm o y'BePHo9K r'~,fi .iN81f p (ld g) ~ - ? ~1"°rsr°-"" , SA36 12 pa x 2Ke 36 22-164 4 K 1900 1605 190Q ' a N ' :i : „ M 3.39. 08,121 emv~~-~ HSA591 3 1)a x 3 59 -8 4'. 6940 8330- NSA68 31)a z 3K 68 - 10 - 8350 10021). (.Allowable loads have been increased 33% and 4. Only SA36 can be field-kern for other 60% for earthquake or wind loading with no further Intermediate beam widths, Increase allowed; reduce where other loads govern. S. NAILS: m, -11.190 dia. K 31W long. ;,mss 2.Allowable loads assume a restrained member See page 16.17 for other nail sizes and Of 3W min, thickness with bolls In single shear. Typical SA Installation . 7.8oft and nail values may not be combined. Information. with Saddle Hanger 15)1 VSTA-1# LEI/ i7f/sc; NORM f ` Available will, additional corrosion protection. Check will larlarg _ ! - - FaslenOra y, . i MOtlel IRd e ' i i >ii 1 $I+f F 11Q(I11 _ +'No , ,-Tu q,+ 11 t., t g r r° ;AI ,~h1p~t;azAs 'I.9A )1 17od6 11Aa(tb}s/ ' fa I 111 18 G-8r1x1'k 4 8d - 190 112 :~x 1 + r. r, 585. 485 165 4S5 400- - 400 415 140 370 :J12,5AS B' ..y,: -/Bd S 127,140 ~FI2.3T° 18 -Od 7 7 0 + `,illlObr 40,122 N3 78 4-Od 4-Od - 455 455 6.T..''. 46 114 20 4-0U 4-8d 125 180 415 320 320 -1tl5 140 290 2, 40, B2, 121, 740 360 380 165 160 30,0 235 235 140 735 235 2,40,121,140 NSA r , 1 70, j - 2, 40, 82,121 140 H72 16 4-8d 2-8 d A~Bd 930 905 400 5,41, HO 18 5-t0Ux1'h 5-10dx1+h - 620 745 76 _ - 8~ 845 345 - - 121,140 H9KT 10 4-SDS%.x7h 5-SDS%~x1+h - 530 565 S5 - 125 875 0,75 600- 125 755 rsr+ 680 125 .N10' 'i I`18 8~8~%1l, * 9, dirt - 770 fdiQR,' - iB 1:,r8+gpXd}8 >/~d% -e. t ~'94b X605 50 I 7~. 9, 12i 11112 10 6-t6dx2'h 6-i6Ux2h -/Y :3901' 0 6, 121 _ 830 0,30 525 760 715 •715• 450 655 1114 1D ? 12-01x154 13-Od 1350 1350 515 265 170 1050 .1050 480 245 02 12-Bdx1Yz 15-8d - 1350 7350 515 265 - 1050 1050 480 245 - 125 1. Loads have been increased 33% and &M for earthquake or wind leading shall he considered where liters may a be.e0eets at cross or lensinn. with no further increase allowed; reduce w 2. Allowable here other loads povem. 5. Hurligne Tks are shown Instaged o ma outsMe al Ne wall or clarity, rIn stallation on the Inside of the wall loads are for one anchor. A minimum miler thickness of B acceptable. for upllll Coal nuous Lpad Path; connections In the same area (i.e. Imes to plain and - ~ 2'l,' must be used when Ireminp anchors are Installed on each side IIn ' of the foist and on the same side of the plane (ertepllen: 717.5A/. 6. Soul/ em Pk a poweMble I ds for 1114' 1465 Iles (1337760), Allowable uplift load for sod to bottom plate Inslaliallon Is 400165 3. 560 Ibs (F1 Lateral 1331160) and (112.5); 3901bs (H2.5A); 360 Ns (H0,) and 3101bs (HD). 2851bs (R Lalenl 13371fb)5 - -4. Allowable loads In the F1 dlrecllan are not inlemted to re lase 7. Refer to T-HTIEBFA9ING lornelecled hurricane Iles alowahis bearing enhangmnent loads. P O. NAILS: 10dx2'h~8.10r dial:2'l,"long,l0d=0.14q'd1a.s3'long, 10dx155=0.140'dla.x1%"long, diaphragm boundary membere er prevent crass grain handing of 0d=0.131^ tlia. x 2'/a^ Ion , 81x151= 0.131' dla. z1s4' long. See IlaUs 16-17 for other nail size 16e Iruss or roller ment6era. Adtlillanal shear ironsler elements ~ y and Inlonnallon. - 'I i fi p (I O a N7 Installation 112.5 Installation H2.5A Installation o loPla 112 Installation (Nails Into both to lales H2,5T Installation 0,n p P ) /Halls Into both lap plains) (Nall, into both oth tau Males) y I ~ J.w i 0 H'4 1 F~? ! Installation 113 Installation (112.5 similar) - (Nails into upper lop plate) free footnote 3, page 1421 Q 112.5T Installation ids& (D H6 Sad to Top Y®` Installation ® Mt t Installation 114 Installation H5 dnslallalion 115A Installation ~(Net,$ Info upper top plate) _ (Nails into bath top tales P ) (Nails into bath lop plalpsJ 163 R5TA 9 ( 52/55 1 Use a Pdwmxn MGM& awaesmin sue silo a doss sued W ad naffs Yd° jaw Dussl F ~ 1 -Aw ed mAe I eve,. Q1111 attaching (D 1111 attaching (DHa attaching (D119 attaching - me as rafter to double skid to sill I-joist to double truss to lop studslaO lop plates ("d Into plate, lop plates plains H7Z Installation 5-Bd Into stud) 1? ~ i Ad COMMONS TO Ad COMMONS TO NOWEn PLATES. FILL ONE OF nLL RL 1NPEE / iPWIBI£noi , r F TKREE HO F LES TO HM m e11M1eI1LENED P Fr eeemMELwlsc BOTTOM HID Installation 1110-2 Installation H14 Installation FLANGE I ® Installation (fffl7Similar) to double top plates to la double 2x x header H9, H10 and H1OR optional positive angle nailing connects shear blocking to rafter. Use Bd common nails. Slot allows maximum field-bending up to a pitch of 6/12, use 75% of the table uplift load; bend one time only. I Considerations for Hurricane Tie Selection Hurricane Tie Installations to 1. What Is Ilia uplift load? Achieve Twice the Load (Top View) 2. What Is the parallel-lo-plate load? , 3. What Is the perpendicular-to-plate load? WALL 4. What Is the species of wood used for the railer and the top plates? low WALL WALL TOP (Select the load table based on the lowest perlorming species of wood.) PLATE PLATE PLATE 5. Will the hurricane lie be nailed into both top plates or the upper top plate only? 6. What load or loads will the hurricane lie be taking? Allowable simultaneous loads In more than one direction on a single I'. connector must be evaluated as follows: Design Uplift/Allowable Uplift + Design Lateral Parallel. to Plate / Allowable Lateral Parallel to Plate + Design Lateral Perpendicular In Install diagonally across For 112.5A only - Nailing Into both sides of Plate / Allowable Lateral Perpendicular to Plate 1.0. train each other for Products can be on the a Slagle ply 2x bass may °u minimum 2x Iran. same side Of Ilia wall cause the wood to spill. F. of an 7. Select hurricane lie based on performance, application, Installed coal provided lher are configured as shown. a' and ease of installation. t. i F M The VB provides lateral resistance tome at the bottom of beams 2h' when installed approximately 45' or more to the vertical plane. MIN. MATERIAL: 12 gauge. FINISH: Galvanized q INSTALLATION: • Use specified fasteners. See General Notes. HANGER y g= • 16-N54A fasteners are included with the brace. NOT SHOWN CODES: See page 12 for Code Lisling Key Chart. SIX N54A Motel N Faalenpn °AUew a Tenalpl uaU ' r Cale : Nuts No. (Beam geptll) ' L .(Total) - Flod -(100) f 0 12 BIiC:.. VB5 10'-15' 5' 16-N54A 990 1240 - ONE N54A VB7 15' • 22~h' T 1EN54A 990 1240 IN EACH TAB VOD 221h $blh' 8" 1QN64A'TO 03,39,88, 4A V010 28'A 36' 10' 10-N54A !1240 121 BEEAAM WIDDTTHS OF VB12 36- 42' 12' 16-N54A 3W 70 10Y,• 164 1.Rool loads have been Increased 25% with no lurther Increase allowed. Typical VB Installation RS-TA=k LY41 RSTA # 6291 HAVEN HOMES (NY) : GREENPORT 1 ROOF DIAPHRAGM 15/32" CDX OR OSB (24/0 - EXP 1) - PLY CLIPS @ EDGES 8d NAILS @ 6" E.N., 12" F.N. OR R 7/16"X2"X16Ga STAPLES @ 4" E.N., 8" F.N. ALLOWABLE SHEAR = 308PLF / 231 PLF 2 FLOOR DIAPHRAGM 1/2" PLY TO PLY, COX OR OSB (2410 - EXP 1), T&G EDGES TOP PLY: 7d @ 6" E.N., 12" F.N. BOTTOM PLY: 10d @ 6" E.N., 12".F.N. OR 7/16"X2"X16Ga STAPLES @ 4" E.N., 8" F.N. ALLOWABLE SHEAR = 372PLF / 280 PLF 15/32" CDX OR OSB (EXP 1) OVER FRAME W/ 1/2" GYP' INTERIOR PLY NAILING : 8d NAILS @ 4" E.N., 12" F.N. OR 7116"X2"X16Ga STAPLES @ 2" E.N., 8" F.N. GYP NALING: 5d NAILS @ 4" E.N., 10" F.N. OR EQUIV. S 1 2X SILL/ MEMBER RECEIVE EDGE NAILING TYPE II PERFORATED SHEARWALL ALLOWABLE SHEAR = 615 PLF W/ REDUCTION SHEAR WALL Sx j 15/32" CDX OR OSB (EXP 1) OVER FRAMING W/ 1/2" GYP' INTERIOR PLY NAILING : 8d NAILS @ 2" E.N., 12" F.N. (E.N. SHALL BE STAGGERED) OR 7/16"X2"X16Ga STAPLES @ 1" E.N., 8" F.N. (E.N. SHALL BE STAGGERED) GYP NALING 5d NAILS @ 4" E.N., 10" F.N. OR EQUIV. S?+ 3X OR (2) 2X SILL/ MEMBER RECEIVE EDGE NAILING TYPE II PERFORATED SHEARWALL ALLOWABLE SHEAR = 951 PLF W/ REDUCTION SHEAR WALL - S, (2) 15132" CDX OR OSB (EXP 1) OVER FRAMING PLY NAILING : 10d NAILS @ 2" E.N., 12" F.N. (E.N. SHALL BE STAGGERED) OR 7/16"X2"X16Ga STAPLES @ 1" E.N., 8" F.N. (E.N. SHALL BE STAGGERED) 3X OR (2) 2X SILL/ MEMBER RECEIVE EDGE NAILING S3 TYPE If PERFORATED SHEARWALL ALLOWABLE SHEAR = 2002 PLF W/ REDUCTION t II~ u~ i I I i i 54/5S' I li RSTA # 6291 HAVEN HOMES (NY) : GREENPORT 4 ROOF RAFTER TO 2"" FLR'S CEILING JOIST PROVIDE 1/2" DIAM CARRIAGE THRU BOLTS PER RAFTER TO CEILING JOIST 5 2"° FLR'S CEILING JOIST TO DBL TOP PLATES i PROVIDE 1 114"X 16" 0.019" STRAP TOP OF EA. CEILING JOIST TO DBL TOP PLATE OVER PLYWOOD (4) 8d NAILS TOP OF CEILING JOIST, (3) 8d NAILS @ EA. PLATE PROVIDE (3) 16d TOE NAILS @ EA. END OF CEILING JOIST TO DBL TOP PLATE 6 PERIMETER ROOF RIM CONNECTION PROVIDE 16d NAILS @ 0'-8" O.C. @ ROOF DIAPHRAGM RIM CONNECTION I 7 2no FLR WALL STUD TO FLR RIM I PROVIDE "SIMPSON" LSTA12 STRAP @ 60" O.C. WALL STUD TO FLR RIM THE SAME STUD SHALL HAVE A 1 1/4"x16" X0.019" STRAP ON THE OTHER END TO DBL TOP PLATE 8 PERIMETER 2"O FLR RIM CONNECTION PROVIDE 1/2" DIAM. THRU BOLTS @ 8' O.C. ALONG PERIMETER 2 FLR RIM, ON SITE i 9 VERTICAL STRAP FROM 2"° FLR RIM TO 1" FLR RIM IPROVIDE SIMPS- " MSTC52" STRAP @ EA. GABLE END POST CENTERED @ RIM BAND, POST TO POST, ON SITE 10 RIM BAND CONNECTING 2"° FLR RIM TO 1' FLR'S CEILING RIM JOIST ! PROVIDE 16d NAILS @ 4" D.C., T & 6, ON SITE I 11 RIM BAND CONNECTING 1" FLR RIM TO FOUNDATION SILL PROVIDE 16d NAILS @ 3" D.C., T & B, ON SITE 12 PERIMETER 1" FLR RIM CONNECTION PROVIDE 1/2" DIAM. THRU BOLTS @ 8' O.C. ALONG PERIMETER FLR RIM, ON SITE 13 1" FLR RIM TO CMU FOUNDATION HOLD DOWN PROVIDE SIMPSON " STHDI4RJ" HOLD DOWN @ EA. GABLE END POST 'i 14 HORIZONTAL STRAP CONNECTING MODULARS GABLE END FACE ; j PROVIDE "SIMPSON" ST6224 STRAP @ GABLE END FACE @ ROOF TOP PLATE PROVIDE "SIMPSON" ST6224 STRAP @ GABLE END RIM BAND @ EACH FLR DIAP. 15 FOUNDATION ANCHORAGE ANCHOR BOLT LINE 1 LINE 2 LINE 3 LINE A LINE B LINE C LINE D 112~`;flditltXx4 G`z N sv24' O C i~'kl6 O C~ '~q8 O Cis ~32'~ )C `d4~4~E~c~Y I' 518' diam x 18 16 D.C. 8 0 C 32 O C 24 D.C. 48 D.C. 48 O.C 32' D .C. 3/b'„'-"didttu '18' 1p 9~'O,O~ : 8."©,0;:*: 4&;O C,~ ;32 O.Cd~ ~•.~&S~O:#~ e'~"A& ; ~sC= 48~fhC;~ ~ 7/6" diam x 18" 32" O.C. 8" O.C. k 48" O.C. 48" O.C. 48" O.C. 48" O.C. " O.C. 48 I JrJr/JI'7r R & S TAVARES ASSOCIATES TEL: (209) 863 8928 3324 SANTA FE STREET FAX: (209) 863 8952 RIVERBANK, CA 95367 c AVARES lArES J ~ j APPENDIX A W OPENING HEADER DESIGN I INDEX i FOADING SUMMARY 2J PENING HEADER DESIGN 4.6 i i i I i j t~ !i ~I I~ I I II i li it i I i TOTAL OF 6 PAGES RSTA# 6291 HAVEN HOMES APPENDIX A Sheet 1 of HAVE (Stem Residence, Greenport, NY) R & S TAVARES ASSOCIATES TEL: (209) 863 8928 3324 SANTA FE STREET FAX: (209) 863 8952 RIVERBANK, CA 95367 AVARES W OPENING HEADER DESIGN/ , The header is over the 6' slider @ breakfast room LOADING SUMMARY wRDL 1 psf Roof & Ceiling Assembly Dead Load E~A ft i P9:= 45 psf Ground Snow Load Ce 1.0 Snow Exposure Factor, per Table 7-2, P90, ASCE 7-02 Ct:= 1.1 Thermal Factor, per Table 7-3, P91, ASCE 7-02 i I 1.0 Importance Factor, per Table 7-4, P91, ASCE 7-02 Pf:= max(0.7•Ce-Ct I•Pg,20d) Flat Roof Snow Load, per Eq. 7-2, P78, ASCE 7-02 'i Pf= 34.65 psf Flat Roof Snow Load i Cs 0.58 Roof Slope Factor, per Figure 7-2b, P84, ASCE 7-02 i PS CS'Pf Slope Roof Snow Load, per Eq. 7-1, P77, ASCE 7-02 PS = 20.1 psf Roof Snow Load I wSNW PS Roof Snow Load wSNW _ 20.1 psf `"FDL I psf Floor Dead Load j I wFLL 4 psf Floor Live Load f NWDL I psf Wall Dead Load 13.75 WDLI `°RDL' 2 + wWDL'8 WDLI = 199 plf I 13.75 WSNW1 wSNW' 2 WSNWI = 138 plf 13.75 WDL2 wFDL' 2 WDL2 = 83 plf i i 13.75 WLL2 wFLL' 2 WLL2 = 275 plf ij RSTA# 6291 APPENDIX A Sheet 2 of HAVEN HOMES (Stern Residence, Greenport, NY) R & S TAVARES ASSOCIATES TEL: (209) 863 8928 3324 SANTA FE STREET FAX: (209) 863 8952 RIVERBANK, CA 95367 c Socum J s 34 WDL3 wRDL 2 WDL3 = 255 plf 34 WSNW3 wSNW' 2 WSNW3 = 342 Plf i WDL4 wWDL'3.5 WDL4 = 42 plf 10 PDLI (wFDL'1 +wRDL"). PDLI = 135 Ibs 10 PLLI wFLL'1'2 PLLI =200 Ibs 10 PSNWI WSNW'1'2 PSNW1 ° t00 Ibs T 182 lb Overturning force 2nd floor s hearwall @ line 2 see sht. I I18ofma' @ m talcs I, Tg 87 lb Overturning force @ 2nd floor shearwall @ line B, see sht. 19 of main calcs II, 4 The uplift/ downward force @ 2.25' from the left end of the header T:= max(TB,T2) due to overturning of shearwall T = 1827 lb @ 2nd floor @ line B or Line 2 whichever is greater "I I~ "I I~ SEE HEADER DESIGN ON SHT 4 - 6 (USING "ENERCALC" SOFTWARE TO DESIGN) ii USE (3) 1.5"X9.25" 1.9E MICROLAM LVL OR EQUAL/BETTER HEADER OVER THE 6 SLIDER DOOR 0 THE BREAKFAST ROOM i I 'i RSTA# 6291 APPENDIX A HAVEN HOMES Sheet 3 of (Stern Residence, Greenport, NY) Title : Haven Homes - Stern Residence Job # RSTA# 6291 Dsgnr: TM Date: 4:17PM,-I1 OCT06 Description : Opening Header Design • The Header is Over 6' Slider @ Breakfast Room Scope I R.: 580004 User KVJ4xi08882, Vet 5.8.0, 1-Dec-2003 General Timber Beam Page 1 (81989-2003 ENERCALC Engineering Software R9TA:Y6291.ecw:Calwlaliona Description 6" OPENING HEADER General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name (3) MlcroLa7.5x9. Center Span 6.00 It ...Lu 0.00 R Beam Width 4.500 in Left Cantilever It .....Lu 0.00 ft Beam Depth 9.250 in Right Cantilever It .....Lu 0.00 R Member Type Manuf/So.Pine Truss Joist - MacMillan, Microl-am 1.9 E Fb Base Allow 2,600.0 psi Load Dur. Factor 1.000 Fv Allow' 285.0 psi Beam End Fixity Pin-Pin Fc Allow 750.0 psi E 1,900.0 ksi Full Len th Uniform Loads Center DL 42.00 #Rt LL ' #/ft left Cantilever DL #/ft LL #/R Right Cantilever DL #/ft LL #/ft Tra ezoidal Loads i #1 DL @ Left 199.00 #/ft LL @ Left 138.00 #/ft Start Loc 0.000 it 'J DL @ Right 199.00 #/ft LL @ Right 138.00 #/ft End Loc 2.250 R #2 DL @ Left 83.00 #/ft LL @ Left 275.00 #/ft Start Loc 0.000 R DL @ Right 83.00 #/ft LL @ Right 275.00 #/R End Loc 2.250 ft #3 OL @ Left 255.00 #/ft LL @ Left 342.00 #/R Start Loc 2.250 R DL @ Right 255.00 #/it LL @ Right 342.00 #ttt End Loc 6.000 ft Point Loads De ad Load 135.0 Ibs lb s 1 781.01 lbs Ibs Ibs Ibs Ibs N. ! Live Load 200.0 Ibs 100.0 Ibs Ibs Ibs Ibs Ibs I ...distance 2.250 R 2.250 R 2.250 R 0.000 R bs 0.000 R 0.000 R 0.000R Summary Beam Design OK Span= 6.00ft, Beam Width = 4.500in x Depth = 9.25in, Ends are Pin-Pin j Max Stress Ratio 0.429: Maximum Moment 6.0 k-ft Maximum Shear' 1.5 4.4 k Aowable 13.9 k-ft Allowable 11.9 k Max. Posliltive Moment 5.96 k-ft at 2.256 ft Shear: @ Left 3.48 k Max. Negative Moment 0.00 k-ft at 0.000 it @ Right 2.79 k II Max @ Left Support 0.00 k-ft Camber. @ Left 0.000 in Max @ Right Support 0.00 k-ft @ Center 0.060in Max. M allow 13.90 @ Right 0.000in Reactions... 0 Po 1,115.39 psi fv 105.05 psi Left DL 2.14 k Max 3.48k Fb 2,600.00 psi Fv 285.00 psi Right DL 1.62 k Max 2.79 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Deflection -0.040 in -0.063 in Total Load li ...Location 2.856 If 2.904 ft Deflection 0.000 in 0.000 in Length/DeFl p 0 0.0 ...LengthlDeFl 1,798.5 1,149.83 Right Cantilever... j!I Camber (using 1.5 • D.L. Deft ) . Deflection @ Center 0.0 060 in 0.000 in 0.000 in f @ Left 0.000 in ...Length/DeFl 0.0 0.0 @ Right 0.000 in 'I I I I~ i 4 i Title : Haven Homes - Stern Residence Job # RSTA# 6291 • Dsgnr: TM Date: 4:1713M, 11 OCT 06 Description : Opening Header Design The Header is Over 6' Slider @ Breakfast Room Scope: Rev: 580004 User'NW-0fi06582, ver 5.8 G. 1-[) x2003 General Timber Beam Page (c)1983-2003 ENERCALC Ergirre irg Software 2 RSTA#6291.e .Calculations Description 6" OPENING HEADER Stress Calcs Bending Analysis it Ck 21.924 Le 0.000 it Sxx 64.172 in3 Area 41.625 in2 Of 1.000 Rb 0.000 CI 0.000 Max Moment xx Re 'd Allowable it, @ Center 5.96 k-ft 27.53 in3 2,600.00 psi @ Left Support 0.00 k-ft 0.00 03 2,600.00 psi @ Right Support 0.00 k-ft 0.00 in3 2,600.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 4.37 k 3.45 k Area Required 15.343 in2 12.098 in2 Fv: Allowable 285.00 psi 285.00 psi Bearing @ Supports Max. Left Reaction 3.48 k Bearing Length Req'd 1.031 in Max. Right Reaction 2.79 k Bearing Length Req'd 0.826 in Query Values I M, V, & D @ Specified Locations @ Center Span Location = 0.00 ft Moment 0.00k-ft Shear Deflection @ Right Cant. Location = 0.00 it 0.00k-ft 3'48 k 0.0000 in @ Left Cant. Location = 0.00 k 0.0000 in 0.00 ft 0.00 k-ft 0.00 k 0.0000 in l I I II it ail 1 'I j l l 54 i~ az.oa #m i % t I 1 ? ? i I / 1 T I i ? i I 42.00 #/ft l 1rTI 337.00 AM 1 I / ? / / I I 337.00 #/ft I358.00 #/ft ITT - 358.00 #/ft 1Tl_Z 1_T / ~Z~ l~ lTl l 597.00 AM ~ 41T 1 1 /_t-..~.~ ?-1~+;; ?~I I I ~ I_1 _~_l 597.00#/ft i' 6.00 ft Mmax = 5.96 k-ft - Dmax -0.0626 in Rmax=3.481 k 'i Rmax = 2.789 k Vmax left = 3.481 k Vmax @ rt = 2.789 k LOADZIV Dlf ak AM r~! Ij !I li! l RSTA 6zgl sheet 6 of 6 h'~ STATE OF NEW YORK DEPARTMENT OF STATE 41 STATE STREET ALBANY, NY 12231-0001 GEORGE E. PATAKI CHRISTOPHER L. JACOBS GOVERNOR SECRETARY OF STATE August 14, 2006 Haven Homes, Inc. PO Box 178 Beech Creek, PA 16822 Attn: Michael English Re: Manufacturer No. M0319 -Application No. 06-055 Dear Mr. English: Issued herewith in response to your application for approval of a modular structure is New York State Factory Manufactured Approval designated as M0319-06-055, as authorized under Part 1209 of the Uniform Fire Prevention and Building Code of New York State. This approval is limited to the factory manufactured portions of this building only. The approval for this structure is limited to project sites meeting the following criteria: 1. Seismic design category A, B or C 2. The-Basic-wind-speed shall notexceed-120mphand exposure category C 3. The ground snow load shall not exceed 45 psf. All fees have been paid. The approval is confirmed by the stamp of approval placed on the enclosed set of documents and this qualifying letter. This approval will remain in effect for a period of two years, unless sooner revoked, and is subject to renew thereafter. Please provide a copy of this approval to the Quality Assurance Agency. Sincerely, Ronald E. Piester Director Division of Code Enforcement and Administration WWW.DOS.STATE.NY.US • E-MAIL: INFO@ DOS.STATE. NY. US Permit Number MECcheck Compliance Report Checked By/Date New York State Energy Conservation Construction Code MECcheck Software Version 33 Release lc Data filename: C:\Program Files\Check\MECcheck\POSILLICO-STERN.cck TITLE: PO01-STERN COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non-Electric DATE: 10/24/06 DATE OF PLANS: 10-23-06 PROJECT INFORMATION: POSILLICO-STERN COMPANY INFORMATION: POSILLICO CONSTRUCTION NOTES: HAVEN HOMES, INC 554 EAGLE VALLEY ROAD, PO BOX 178 BEECH CREEK, PA 16822 COMPLIANCE: Passes Maximum UA = 637 Your Home = 516 19.0% Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 1436 19.0 19.0 37 Ceiling 2: Cathedral Ceiling (no attic) 360 30.0 0.0 12 Ceiling 3: Cathedral Ceiling (no attic) 93 19.0 0.0 5 Wall 1: Wood Frame, 16" o.c. 3745 19.0 0.0 194 Window 1: Wood Frame, Double Pane with Low-E 470 0.350 165 Door 1: Solid 39 0.173 7 Floor 1: All-Wood Joist/Truss, Over Unconditioned Space 2044 19.0 0.0 96 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief, and professional judgment, such plans or specifications are in compliance with this Code. r' Builder/Designer ( Date CO - y-O (o i L MECcheck Inspection Checklist New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release Ic DATE: 10/24/06 TITLE: PO01-STERN Bldg. Dept. Use I Ceilings: [ ] L Ceiling I: Flat Ceiling or Scissor Truss, R-19.0 cavity + R-19.0 continuous insulation Comments: [ ] 2. Ceiling 2: Cathedral Ceiling (no attic), R-30.0 cavity insulation Comments: I l 3. Ceiling 3: Cathedral Ceiling (no attic), R-19.0 cavity insulation Comments: I Above-Grade Walls: [ ] 1. Wall 1: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: I Windows: ( ] I 1. Window 1: Wood Frame, Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: I Doors: [ ] I I. Door 1: Solid, U-factor: 0.173 Comments: I Floors: [ ] I 1. Floor 1: All-Wood Joist/Truss, Over Unconditioned Space, R-19.0 cavity insulation Comments: I Air Leakage: I l I Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ J I Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-IC rated, the fixture must be installed with a 3" clearance from insulation. I Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. I Materials Identification: [ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] I Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. 4 f [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces (except basements) must be insulated to R-2. Insulation is not required on return ducts in basements. I Duct Construction: [ ] I All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Duct tape is not permitted. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [ ] I Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] I The HVAC system must provide a means for balancing air and water systems. i Temperature Controls: ( ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. Fireplaces: ( 1 I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] I Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the Building Code offew York State, the Residential Code of New York State or the New York City Building Code, as applicable. Service Water Heating: [ ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: ( ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 105 °F or chilled fluids below 55 OF must be insulated to the levels in Table 2. I I 4 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature ( F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness jot HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2" Runouts 1" and Less 1.25" to 2" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) i 1 R & S Tavares Associates Design Consulting a: Project Management 3324 Santa Fe Street, Riverbank, CA 95367 (209) 863-8928, fax: (209) 863-8952 Web: www.rstayares.com RSTA JOB# 6291 October 17, 2006 FOR: 3mv= RO>~~NI JOB: 8WIMI M JW MNC] 554 EAGLE VALLEY RD 154 KERWIN BLVD P.O. BOX 178 GREENPORT, NY BEECH CREEK, PA 16822 OF N j B1111ILOF9: POSILLICO CONSTRUCTI?N. NM.rq J09 rr 120 MPH WIND - 3 SEC GUST, EXPOSURE V PER ASCE 7-98 / AF&P"FCM 95 °j4s52 ppd. ~ INFJf 0V 13 2006 Cover Page 1 Loading Summary 2-3 Wind Distribution per ASCE 7-98 47 Allowable Diaphragm Schedule 8 Simpson Connector Design Values 9 Roof Diaphragm Design / Continuity Check 1045 Shear Force Summary @ 2nd Floor 16 Shear Wall Design @ 2nd Floor. 17-20 2nd Floor Diaphragm Design 21 2nd Floor Diaphragm Continuity Check. 22-23 Shear Force Summary @ ist Floor 24 Shear Wall Design @ 1st Floor . 25-32 1st Floor Diaphragm Design / Continuity Check 33-37 Lateral Framing Connection 38-39 Foundation Shear Anchorage 40 Attached WFCM Supplement 41-46 Simpson Connectors 47-52 it Appendix A - 6' Opening Header Design 1-6 Total of 55+6 = 61 PAGES ALL HOLD DOWNS, STRAPS, NAILS, SPIKES, STAPLES, OR ANY CONNECTOR CAN BE SUBSTITUTED WITH EQUAL OR BETTER HARD VARE I R & S TAVARES ASSOCIATES i TEL: (209) 863 8928 3324 SANTA FE STREET gVARES FAX: (209) 863 8952 a RIVERBANK, CA 95367 \ asyaRES GRAVITY LOADING SUMMARY ROOF : Roof Pitch @ Bldg = 9 / 12 8 ft Ceiling Ht wRDL 15 psf Roof & Ceiling Assembly Dead Load I `vSNW 45 psf Roof Snow Load i i `''cell 5 psf Ceiling Dead Load wWDL:= 12 psf Wall Dead Load `9FDL 12 psf Floor Dead Load LATERAL LOADS TO ROOF FRAME• WINDS LOAD @ 120 mph, 3-sec Gust, Exp."C", 9 / 12 Roof Pitch Per ASCE-7-98 1:= i Category 11 per Table 6-1 ASCE Pg. 55 V:= 120 Equi. Basic Wind Speed (3 Sec Gust) Kd 0.85 Wind Directionality Factor, per Table 6-6 ASCE Pg.61 KZI 0.85 Velocity Pressure Exposure Coeeficients per Table 6-5 ASCE Pg.60 Up to Roof Mean Ht of 15' Elev. I Kz2 0.90 Velocity Pressure Exposure Coeeficients per Table 6-5 ASCE Pg.60 Up to 23' Elev. KZt:= 1.0 Topographic Factor per ASCE 6.5.7.2 & ASCE 6.4.1-7 qhl = 0.00256•Kd-Kzl.Kzt V2.1 Velocity Pressure (lb/fM2) per Eq.6-16 ASCE Pg.32 Up to 15' Elev. Ib qh 1 = 26.6 ft 2 qh2:= 0.00256•Kd-Kz2-Kzt.V2.1 Velocity Pressure (lb/W2) per Eq.6-16 ASCE Pg.32 Up to 23' Elev. Ib qE 28.2 ft 2 i P = gh•(GCpf - GCpi) Design Wind Pressure per Eq.6-16 ASCE Pg.32 psf RSTA#6291 STRUCTURAL CALCULATIONS Sheet 2 of HAVEN HOMES (Stern Residence, Greenport, NY) '37 TEST HOLE DATA I1-5 OF GONSTRUCTION Z (TEST HOLE DUG BY SEPTIC TANK (U DETAILS OF CONS' MLDONALD GEOSGIENGE 1. CONCRETE SHALL HAVE A MINIMUM COMPRES51VE I. USE ONE (1) IOOG ONE (1) 1000 GALLON REINFORCED PRECAST O ON OCTOBER 3, 2005) STRENGTH OF 3,000 psi AT 29, DAYS. CONCRETE SEPTIC RETE SEPTIC TANK. EL. 11.1' 0' DARK BROWN CLAYEY LOAM OL -I MAX. SLOPE 5% 2. HALL THIGKNE55 SHALL BE A MINIMUM OF 4", A TOP 2. USE THREE (3) P THREE (3) 8 FT. DIAMETER, 4 FT. HIGH PRECAST (11425) rIM5 N. 1' RETE LEACHING RINGS. 20' MIN. 4 INCH DIAMETER, APPROVED 5EWER PIPE BROWN GLAY GL HOUSE, FF = I6., FROM EDGE OF THICKNESS OF 5" AND A BOTTOM THICKNESS OF 6". ALL CONCRETE LEAGHI FIN15H GRADE SANITARY OUT 20' WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING EL. I5.0' TO RESIST AN APPLIED FORGE OF 300 195F. 3. USE 4 INCH DIAL THROUGHOUT. UGHOUT. M-65) ~ t TOP EL. 14D ~ I' MIN. TOP EL. 14.0 t-1' IN. 3. ALL JOINTS SHALL BE SEALED 50 THAT THE TANK 15 MIN. 4" DIA. 6" HATERTIGHT. 4. THE NA57ELINE NA57ELINE FROM THE SEPTIC TAN K 5HOULD EL. 5.'i 3.4' THE MAIN RING AS HIGH AS POSSIBLE. ONE CRO59 OVER PIPE BETWEEN THE MAIN RING WATER IN 5EPTIG PPROVE PPE LEACHING ENTER THE MAIN R APPROVED PIPE MIN. PITCH 1/8" Al MIN. PITCH I/I' TANK POOL O 4. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL INV. EL.135 INV. EL. W. EL. 12b ALL DIRECTIONS (WITH A MAX. TOLERANCE OF t1/4") ON 5. USE ONE CR05E INV. EL. 13.0 A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA AND THE THO OUT THE TWO OUT5IDE RINGS, 8 INCHES ABOVE THE BROWN (9-65) 13A S,_0. 3' GLEAN GRAVEL. BOTTOM. SAND COLLAR ttt z CLAY GL c ,GKFILL MATERIAL SHALL BE COARSE SAND AND L /EL. AB5 SHALL BE BETWEEN 10" AND 14" BELOW T 5. A 10' MIN. DISTANCE BETWEEN SEPTIC TANK AND b. BAGKFILL MATE BOT. EL. 9.5 HOUSE SHALL BE MAINTAINED. GRAVEL. GROUND HATER (I OF 3 POOLS) EL. 5.7' LEACHING POOLS (5I G SSLDABS SHALL E 7E WATER IN BROWN FINE I~ TO COARSE SAND 5W L LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED GONGRETE (OR EQUAL) LEACHING 0. SOLID COW-RE )LID CONCRETE COVER 5HALL BE BETWEEN 6" AND EP EP (6455) m STRUCTURES, SOLID DOMES AND/OR SLABS. 12" BELOW GRADE =LOW GRADE. )/TCTOM OF POOL SHALL BE A MINIMUM OF 3 FEET 2. ALL COVERS SHALL BE OF PRECAST REINFORCED 9. BOTTOM OF PO IF HIGH 5EA50RAL 6ROUNDWATER. 12' d KEY MAP CONCRETE (OR EQUAL). ABOVE HIGH 5EA`. ALE: I"=60 3. A 10' MIN. 015TANCE BETWEEN LEACHING POOLS AND RUCTURE DRAINAGE ST MIN. SIZE PLAN OF. HATER LINE SHALL BE MAINTAINED. WATER MAIN ° PROPOSED STERP ED STERN RESIDENCE TYPICAL PLOT LAYOUT SITUATED AT T N.T.S. ARSHAMOMAQU 40MAQUE TOWN OF SOUTHOLD =THOLD I SUFFOLK COUNTY, NEV OUNTY, NEW YORK I I S.C.T.M.# 1000-53-0, 000-53-04-44.1 BASED ON ORIGINALS ORIGINAL SURVEY BY: (Y JOSEPH A. INGEGNO INGEGNO LAND SURVEYOR 'EYOR DWELLING P.O. BOX 1931 1931 DWELLING DWELLING DWELLING DWELLING ~ I II (USES PUBLIC WATER) I RIVERHEAD. NY 11901 NY 11901 (USES PUBLIC HATER) (USES PUBLIC HATER) (USES PUBLIC HATER) (USES PUBLIC WATER) (USE', TEL: (631) 727-2090 727-2090 m , - - - - FAX: : (631) 727-1727 OCTOBER 2 OCTOBER 20, 727-1727 W DATED: OC - 70BER 20, 2005 O - - - - - - - - - - - - - - OWNER: IJUbILUCO CONSTRUCT N CONSTRUCTION CO. INC. ~i V 265 POST AVENUE, S( AV W THERE ARE NO HELLS WITHIN N W PROPOSED 5EHAGEHDISPOSAL SYSTEM: I BOULEVARD WESTBURY, NY 11590 NY 11 ENUE59S0UITE 355 W O K) 150 FEET OF PROPERTY USE 1000 GAL. SEPTIC TANK AND (3) & DIA. X 4' K E R N E R N IN B 0 U (50' R.O.WJ LEACHING POOLS. (TYPIGAL ALL L ) (50' R.O.W., SITE DATA: { GROSS AREA: 336,490 'A: 336,490.11 SQ.Ff.= 7.725 AC. X Z 5 34'5900" E - - - - - - - - 7- - - - - - - - - - - POSTAL DISTRICT: 119' ,TRICT: 11971 (SOUTHOLD) 10 DISTRICT: SOL STRICT: SOUTHOLD m O ~ O CEP) \EP MIN. V - FIREODISTRICT: SOUTH( ICT: SOUTHOLD Q ul I ELECTRICAL SERVICE: I SERVICE: LIPA F Q a ~1 WATER SERVICE: SCWA ;VICE: SCWA ti Ili: X O 9Q'FRONY_RD ETDA6-K-__ 1 FLOOD ZONE: X ~12 o ZONING: R-80 \ >t 10 Io SETBACK DIMENSION' NN DIMENSIONS: DINSIONS: m g 1 PROPOSED: Q 4 ONT ;ONT YARD PROPOSED PROPOSED TEST 40' FRONT YARD 51NGLE FAMILY., GOVERED'.PORG 12• N / I 1 DWELLING AR YARD J I ~ f4 BEVaoonl F F X161 12 HOLE 50' REAR YARD G / o b 15' SIDE YARD TOWN OF SOUTHOLD )E YARD a T USE: RECHARGE 35' BOTH SIDES lb G cl BASIN 20% MAXIMUM L( )TH SIDES IAXIMUM LOT COVERAGE eNei N J SITE IS IN GROUNDWA GROUNDWATER MANAGEMENT ZONE IV ogy OF NE(y cP FPEY T. NOTE: PROPOSED OWE POSED DWELLING TO BE CONNECTED E f9 0. I ~R~~ty ~ EAR DECK TO 300 CU.FT. DRYWE r # 1 J.FT. DRYWELLS TO CONTAIN ROOF 0 V SITE 2 - 12 v RUNOFF ON SITE I ~ o AREA N~~A 0 493 ~~~,9, i TOTAL LOT AREA = 336. AREA = 336,490.11 SQ.FT. 9pFFSS16NP eft, L - TH ARE 10-- ERE Q I NO LL5 WIT 1 150 10 2 14 16 v 1 WETLAND AREA = 31,118 REA = 3-1,115.2 50.FT. JEFFREY T. BUTLER, PE ~a06 IFE T F _ DABLE AREA = 299,311.91 5Q.FT. R YARD SETBACK REA v TOTAL BUILDABLE AREA J ,PGA s` TOTAL DEVELOPABLE A ELOPABLE AREA = 119,415 SQ.FT. 1Q1 Q I 10 T • = 3q.11% OF BUILDABLE BUILDABLE AREA L z I v~~~PN~ THERE ARE NO WELL5 WITHIN y 150 FEET OF PROPERTY c' I Q I o' REF. No. RI0-06-0084 W o p J I L - - _ _ _ _ _ LINE OF DEVELOPABLE AREA V I I i~REF. No. Dry Q QO N I 12 z F- n Q 'OT cT o zI? ro ? SUFFOLK COUNTY DEPA (COUNTY DEPARTMENT Or HEALTH SERVICES W ~ W O Q ~ O z I EXISTING LINE OF WOODS NO Pv R FOR APPROVAL OF CONSTRUCTION FOR A 1 Q Q IL b 1 ui PERMIT FOR APPROVI WITHIN SINGLE FAMII SINGLE FAMILY RESIOENCE AND z ID QQ Q Q O I ~E ARE NO WELLS WITHIN 12 ISO FEET OF PROPERTY 'PTY WETLAND AREA = 31,118.2 50.FT. 4i a HYz~o I W ODED REA .85 ACRES 73.13-0,6Ha.& REF. No. -Co IS) 3 1 p 10 DATE 3-0,6ta.S. 11032 APPROVED VED ~v-=OQ TOTAL MAXIMUM E )TAL MAXIMUM©EDROOMS I- l(1 # J OPEN AREA (NON-WETLAND) _ EXPIRES THREE YEAF cS THREE YEARS FROM DATE OF APPROVAL O Q (3 m Q ? O O u 18 AREA = 1-1-1,836.11 SQ.FT. = 4.13 ACRES / U (3 n ~ O O O fuG F1AGAJ 4J0 _ EXCAVPIT FOR SANITARY SYSTEM LL BY BY HEALTH DEPARTMENT Q z JD '§y 4 3 F EXCAVATION INSPECT1014 RECYUIRED z w zl 9 ~ G ~J J T 272.(701.' ~0 4s 214.26' p ~m ~m 4s PAC E : I I Go SITE PLAN o~ OFZ U 1 8t O 4J EDGE OF WEt AND AS DOUNF iED BY Eli v FIN-CONSULTANT. INC ON DECEMBER E, 2005 s t ~ c4G 40 20 O 40 80 120 II'Jo 200 S u Y y`T U 4J GRAPHIC 5GALE 40'-0" of SURVEY OF LOT 37 MAP OF AUGUST ACRES SECTION ONE FILE No. 9107 FILED JUNE 3, 1991 SITUATED AT ARSHAMOMAQUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-53-04-44.1 SCALE 1"=50' OCTOBER 20, 2005 DECEMBER 15, 2005 ADDED ADDITIONAL WETLANDS AREAS MARCH 7, 2007 CORRECTED WETLAND BOUNDARY LINE APRIL 4, 2007 FOUNDATION LOCATION AREA = 336,490.11 sq. ft. 7.725 ac. CERTIFIED T0: TONY POSILLICO pv~ Pr LPG~o , \ ~ pP 0. 'lz s ~ rE ~a 4 GJ \ I \ Cs \ \ \ \ 1 \ ?L \ v°S I g6 6`o~c. ` o t 1 \ yo \ \ woo~rn ~ \ \ \ \ \ \ \ \ \ \ fi`i/~ \ \ Off. \ All, . a,/ O hO. ,.o c a^ e? u ~Gp2 N` 0' ZppP 9~FT~ o p S ~a a O Flw pZ C_ ti o ~qa t~(T~ \ ~'p NP vv ~ d, Fes' N° ~ wWVm \ Wr '4~*n 4U~. 0,19. '0., a wooa= i 0FM MG +C \ \0 \ p ~M1e f?4E Oi MW05 \ Nz \ 1y \ ,y y O` ~~M1~ MO Q \ ~ M1 GF~ ~ may. a 16 \ C ~ ~ ~ ~M1, iV0 ` AL arc AL M m mp 4 nll~ ,IL 'JI` Nu inc ` ALL ILL ILL W Ms II~L. ruc ue: IL ~ I4 .u d d ' AL J JLL Nr. d~~ 401, AL L O ~pti I N ruG >O bb 5 N` PREPARED IN ACCOROANCgi WITH THE MINIMUM STANDARDS FOR TITLE SI.17gJEl!5 AS ESTABUSHEO BY THE LI ALS. AND As ROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. A T • -s 'F'N.Y.S. I.G. lNo. 49668 UNAUTHORREO ALTERATION OR ADDITION TO THIS SURVEY IS A ABLATION OF NOTES, SECTION . Ingegno ECTIGN 7209 OF E NEW YORK STATE EDUCATION LAW 1. ANY WETLAND BOUNDARIES SHOWN ARE SUBJECT TO VERIFICATION IN COPIES OF THIS SURVEY MAP NOT BEARING BY NEW YORK STATE AND/OR OTHER REGULATORY AGENCIES. Land Surveyor THE LAND E SURVEYOR'S INKED SEAL EMBOS SSED SEAL EAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY CERRFICATONS INDICATED HEREON SMALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Title IS PREPARED. AND ON HIS BEHALF TO THE Smeys - Subdivimars - Site Plans - Construction Layout TIRE COMPANY, GOVERNMENTAL AGENCY ANO LENDING INSTITUTION LISTED HEREON, AND PHONE (631)727-2090 Fax (631)727-1727 TunaNrv CESRNTICAEIONS THE no D1NTRANSFERABLE OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 322 ROANOKE AVENUE P.O. BOx 1931 AND/OR EASEMENTS OF RECORD, IF RIVERHEAD, New York 11901 Riverhead, New York 11901-0965 ANY, NOT SHOWN ARE NOT GUARANTEED. 25-084C I w g U I > ° u w. d LOT 37 Lu T y _ SURVEY OF 0 N ` 0 CL ~Ii J x u r W' V y - N1 1i DU _r MAP OF D AUGUST ACRES 'lyl 2'J ~ >.YLL' LL r LL' d SECTION ONE :,Y Zy (7 HOB 2 n S o _ m FILE No. 9107 FILED JUNE 3, 1991 ~ JIJ S `Si B s SITUATED AT E ARSHAMOMAQUE m ~so LL O lso o TOWN OF SOUTHOLD ~LL SUFFOLK COUNTY, NEW YORK t n S.C. TAX No. 1000-53-04-44.1 s SCALE 1"=50' w .""yT OCTOBER 20, 2005 DECEMBER 16. 2005 ADDED ADUTRONAL Wa Q$ AREAS MARCH 7, 2007 CORRECTED WETIAND BOUNDARY UNE APRIL 4, 2007 FOUNWON LOCATION FEBRUARY 3, 2012 MNAL SUR/EY AREA = 336,490.11 sq. ff. 7.725 ac. CERTIFIED T0: TONY POSILLICO (M 1. Y fit, 'I a `Po~,OI ~ ~ q A4 b. a R oro T4 F'L G O \ ~y p oob6. E ~\b. wow ~ ~ SEPTIC SYSTEM TIE MEASUREMENTS a HOUSE HOUSE eA CORNER ?A CORNER [j] ~do. SEPTIC TANK COVER 30' 38' % I\. LEACHING POOL c ~ COVER 1 29 48' 00, LEACHING POOL COVER 2 42 53 LEACHING POOL S 9" ~y4. P y N COVER 3 I ra c4Py~F s~t ~ ~ s~N a r / / / / t'TM AJ. v / j0 4 % e Oe / aW# 1\\\ F W~ dt aun uia~ lCa7l / `b m¢ rc wow ~ \'b4n N ,p ~ W Nnp~ ~ qr 111 AL Id a 0 dF Rc d ~ AL III MKCm ~ry4' d$' W4 ~ 00 fuo ILL 9yT AL d4 t f 4r 114 114 AL IL AVM Fl>Z A14 ~ ~ rp AL ILL tin 'L A4 IW +114 A4 Fl>G ~ _^qr~ AL _ ILl w ILL ~u quo AL AL AL ~ ,`rob ~q. A IL AL A14 AIL. A4 i~ d d f• A4 AL y d ILL ILL ILL ILL ILL AI4 Vol A4 Q6V AL AL ILL ,yo 0 o y AL '3~• ILL IL ILL' 114 1 AL AL ~ PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TRLE SURVEYS AS ESTABUSHED BY THE LIALS. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LWD TIRE ASSOCATiON. ZE OF lief, ~~P 'SAE y0 16 # ze i lp~ SO1(i7 .5. Lic. No. 50457 NOTES: TO THIS S UFNALTAVIOLATION ON OR ADDITION UN THIS SURVEY Is AF 1. ANY WETLAND BOUNDARIES SHOWN ARE SUBJECT TO VERIFICATION Nathan Taft Corwin III SECTION 720 OF THE NEW YORK STATE (J~ Surveyor BY NEW YORK STATE AND/OR OTHER REGULATORY AGENCIES. THE EDUCATION TAW. THE IS DF THIS SURVEY NOT BEARING Land D SURVEYOR'S INKED KED SEAL EMBOSSED SEAL SHELL NOT BE CONSIDERED 10 BE A VALID TRITE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor TO Stanle J. saksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY JDeeph A. Ingegn0 L.S IS PREPARED, AND ON HIS BEHALF TO THE TIRE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSI- PHONE (631)727-2090 Fox (631)727-1727 TUDON. CERTIFICATIONS ARE NOT TRANSFERABLE THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jomesport, New York 11947 Jamesporl, New York 11947 25-084E TEST HOLE DATA SEPTIC TANK (U DETAILS OF CONS ILS OF CONSTRUCTION (TEST HOLE DUO BY rar+~m MrPONALD 0EO5rIENCE 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE 1. USE ONE (1) IOOC ONE (1) 1000 GALLON REINFORGED PRECAST O ON OCTOBER 3, 2005) STRENGTH OF 3,000 p51 AT 28 DAYS. CONGRETE SEPTIC .RETE SEPTIC TANK. EL. 9.1' 0. MAX. SLOPE 5% 2. WALL THICKNESS SHALL BE A MINIMUM OF 4", A TOP 2. USE THREE (3) P THREE (3) b FT. DIAMETER, 4 FT. HIGH PRECAST DARK BROWN (11-65) CLAYEY LOAM OL HOUSE, FF = Ib.l FROM EDGE OF THICKNE55 OF 8" AND A BOTTOM THICKNE55 OF 6". ALL CONGRETE LEACH .BETE LEACHING RINGS, 20' MIN 15' MIN. I' ~m FINISH 6RADE SANITARY OUT 20' WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING DWELLING EL. 15.0 TO RESIST AN APPLIED FORGE OF 300 psf. 3. USE 4 INCH DIAI _ 4 INCH DIAMETER, APPROVED 5EHER PIPE BROWN CLAY GL S THROUGHOUT. UGHOUT. (01-65) ! TOP EL. 14.0 - I' MIN. TOP F1. 14.0 ~I' MIN. 3. ALL JOINTS SHALL BE SEALED 50 THAT THE TANK 15 MIN. 4" DIA. WATERTIGHT. 4. THE WA5TELINE E HA5TELINE FROM THE SEPTIC TANK SHOULD EL. 53 3.4' q y~ Z THE MAIN RING A5 HIGH AS POSSIBLE. i ST i MIN. PITCH APPROVED /8" /IPIPE' LEACHING ENTER THE MAIN F APE I POOL 4. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN MIN. PITCHPPROVED I/4 PI" /I' INV. EL. INV. EL. 12b Q ALL DIRECTIONS (WITH A MAX. TOLERANCE OF !1/4") ON 5. USE ONE GR055 ONE GRO55 OVER PIPE BETWEEN THE MAIN RING WATER IN ' r~ O spq INV. EL. fib 13.0 A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA AND THE TWO GUT' BROWN CLAY GL THE THO OUTSIDE RINGS, 6 INCHES ABOVE THE 13.9 3' GLEAN 8_p_ z GRAVEL. BOTTOM. OM. (Q-65) SAND COLLAR Ki S 2c LP 6' T dS 5. A 10' MIN. 015TANGE BETWEEN SEPTIC TANK AND 6. BAGKFILL MATE ,GKFILL MATERIAL SHALL BE COARSE SAND AND L BOT. EL. 95 HOUSE SHALL BE MAINTAINED. GRAVEL. GROUND WATER /EL. p LP LP Y M71 NB5 SHALL BE BETWEEN 10" AND 14" BELOW (I OF 3 POOLS) EL. 5.1' a HIN5 (5) ~~SLD B5 SHALL E ~E. WATER IN BROWN FINE 1. LEACHING POOLS ARE TO BE GON5TRJGTED OF TO COARSE SAND 51,1 g g PRECAST REINFORCED GONGRETE (OR EQUAL) LEAGHING 8. 50LIP CONGRE" ,LID CONCRETE COVER SHALL BE BETWEEN 6" AND EP Ep (6-65) m STRUCTURES, SOLID DOMES AND/OR SLABS. 12" BELOW GRADE =LOW GRADE. 'TTOM OF POOL SHALL BE A MINIMUM OF 3 FEET ~2~• 2. ALL COVERS SHALL BE OF PRECAST REINFORCED 9. BOTTOM OF PO, CONCRETE (OR EQUAL). ABOVE HIGH SEAS /E HIGH SEA50NAL GROUNDWATER. 12' KEY MAP ALES V=60 3. A 10' MIN. DISTANCE BETWEEN LEACHING POOLS AND DRAINAGE 5TRUCTURE MIN. SIZE PLAN OF. WATER LINE SHALL BE MAINTAINED. ~,D STERN RESIDENCE WATER MAIN I PROPOSED STEW TYPICAL PLOT LAYOUT SITUATED AT r N.T.S. ARSHAMOMAQU] [OMAQUE TOWN OF SOUTHOLD OUTHOLD SUFFOLK COUNTY, NEW DUNTY, NEW YORK I S.C.T.M.# 1000-53-04 000-53-04-44.1 BASED ON ORIGINAL SI ORIGINAL SURVEY BY: JOSEPH A. INGEGNO INGEGNO LAND DWELLING I P.O. BOX 1931 EYOR DWELLING DWELLING DWELLING DWELLING 931 -'I (USES PUBLIC, WATER) (U5E5 PUBLIC, WATER) (USE5 PUBLIC WATER) (U5E5 PUBLIC WATER) (U5F` (USES PUBLIC WATER) I RIVERHEAD, NY 11901 NY 11901 TEL: (631) 727-2090 727-2090 m - - - - - FAX: : (631) 727-1727 OCTOBER 2 OCTOBER 20, 727-1727 W DATED: OC, ; OBER 20, 2005 a - - OWNER: N " E" X(G WAwA"rER~M iFt - POSILLICO CONSTRUCTI ^ONSTRUCTION CO. INC. W v r THERE ARE NO WELLS WITHIN w PROPOSED SEWAGE DISPOSAL SYSTEM. AVENUE, SUITE 355 150 FEET OF PROPERTY USE 1000 GAL. SEPTIC TANK AND ( 3 ) 8' DIA. X 4' DEEP "-TK E R W 1 N S O U B O U L E Y A R D WESTBURY, NYN11590L NY 11590 a O LEACHING POOLS. (TYPICAL ALL L ) (50' R.O.WJ (50' R.O.H) SITE DATA: E-I m X { GROSS AREA: 336,490 A: 336,490.11 SQ.Fr.= 7.725 AC. X Z < 5 34'59'00" E r- - - - - - - - - - - - T POSTAL DISTRICT: 119; TRICT: 11971 (SOUTHOLD) r 0' M SCHOOL DISTRICT: SOL STRICT: SOUTHOLD LJ~l 'EP) _ V FIRE DISTRICT: SOUTHC CT: SOUTHOLD Q ELECTRICAL SERVICE: L WATER SERVICE: SCWA SERVICE: LIPA H O d) VICE: SCWA !L . I Q.} r1rry 2 1 FLOOD ZONE: X IE: X p O O p' \LP~ rLP) a \ o ZONING: R-80 I-80 ry o a SETBACK DIMENSION! DIMENSIONS: 60' FRONT YARD TBAGK PROPOSED: SED: m TEST 14 3 40' FRONT YARD '.ONT YARD I PrzOPFIL . PROPOSED / w 12 1 HOLE 1 50' REAR YARD AR YARD rT, -I SIN6LE FAMAMILY'., GOVERED'P..ORG 12' VNELLIN6 a 6 I TOWN OF SOUTHOLD 15' SIDE YARD I ~ f3 / C4 BEDROOFU )E YARD Iw-, 6 UUU111 PF.=16.1 USE: RECHARGE 35' BOTH SIDES / g s 3 BASIN 20% MAXIMUM L( ITH SIDES AXIMUM LOT COVERAGE eNeweeR ~I v SITE IS IN GROUNDWA GROUNDWATER MANAGEMENT ZONE IV /POVNE POSED DWELLING TO BE CONNECTED &P~ ~P Q U \ \ 14 PEAR D GK / / o / 6 I~ NOTE: PROPOSED DWE 1 ~ I I oI ,o ~ N RUNOFF ON SrrE J rWE RrvrcLw iv uurviwrv Rwr 2N~oA9 ~~a~~~E N~ i 12 e a I ~ ~ ~ ~ ~ ~ I iu~REuvAu.rl uRrvrc J ~a3, 3. THE ARE _-_-low 75' REAR YARD SETBACK TOTAL LOT AREA = 336, AREA = 336,490.11 50PT. OFESSI ~ NO LL5 12 16 1 WIT 150 l0 14 WETLAND AREA = 31,178. 2EA = 31,178.2 50.FT. JEFFREY T BUTLER, P E Q-/ IFE T F . PR P RTY d TOTAL BUILDABLE AREA TABLE AREA = 299511.91 SOFT. Q ~ TOTAL DEVELOPABLE Al LOPABLE AREA = 119,475 50.FT. Z I I ~.~yP~~ OTE: = 3q.9% OF BUILDABLE P THERE ARE NO WELL5 WITHIN ` BUILDABLE AREA O 150 FEET OF PROPERTY cT v°~ g 1 N ~ I Q I I o I 5 -VH5 FIEF. No. F ZER No. RIO- -OO w o LL J I - _ - _ _ _ _ _ _ LINE OF DEVELOPABLE AREA L - Q O 00 N I 12 S I 0,0 Z La 04 ,,O, V zd p z O z I EXI5TIN6 LINE OF WOODS , O I ERE ARE NO WELLS WITHIN .5 WITHIN b 1 z -j (3 O w LL ip<U) O Q 12 150 FEET OF PROPERTY 2 J WETLAND AREA = 37,178.2 SOFT. aa, RzxO W ODED REA _ .85 ACRES W O 10 u ~Lum I OPEN AREA MON-WETLAND) CL Quo m w 18 AREA = 1 9836.91 So.FT. O O = 4.19 ACRES r uD ETU ~ aJ ~ts) O O O Fug ~ _ LL NI O o z ZI m yJ '`J v S 2 42'00" 214.26'W. o r, ,Sp v o~ 4 PACE: <33W eJ EY' U ~y SITE PLAN o~ O` Y 1 G 9„ ~J W G EDGE OF WETLAND EE BY EN-CONSULTANT, INC. ON ON DECEMBER B, 2005 J~ 40 20 O 40 80 120 160 200 4 OF GRAPHIC SCALE = 40'-0" JEFFREY T. BUTLER, PE„ P.C, WIND SUBJECT TO DAMAGE PROM WINTER ICE 11NTER ICE SHIE!-D USE/ RESPONSIBILITY IS LIMITED TO GROUND SPEED EXPOSURE OEISMIC FROST DESIGN UNDE >ESIGN UNDERLAYMENT FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING OCCUPANCY HEIGHT FIRE AREA TYPE OF THE FOUNDATION, COVERED PORCH, TEMP REQUIRED HAZARDS LOAD LOAD SUCTION LOAD CLASSIFICATION CONSTRUCTION AND REAR DECK ONLY. SEE PLAN LOAD IMPH) -CATAGORY CATAGORY WEATHERING DEPTH TERMITE DECAY TEMP RE MODERATE SLIGHT TO 11 FROM 1998 1. ITER EDGE ZONE • 31.1 par EDGE ZONE •19.1 pof FIRST FLOOR • 6Eff. PLAN BY OTHERS FOR FACTORY PRE- NOW DESIGN LINE 45 For 120 B c SEVERE 36° TO HEAVY MODERATE 11 7E6 FIRM MAPS p'f 20 p'f INTERIOR ZONE • 16,6 p'1 INTERIOR ZONE • 14 S p,f bFD NA fiECOND FLOOR . BY OTHERS TYPE V MANUFACTURED MODULAR UNITS. NOTE: DESIGN CR DESIGN CRITERA IS FOR FOUNDATION COVERED PORCH AND REAR DECK DESIGN ONLY. SEE DETAIL ON SHEET 2 FOR HIGH WIND CONNECTION REQUIREMENTS 71'_61h" 150 49•-0v 49'-0Y" z 20'-0"1 2'-6" O m 64".~ 6.-10" y b"" 6-6" 8--B" V-P' _ I 241144" x MIN 12" DEEP LINE of I~iO TO UND16NRBED SOIL 1 1 DECK ABOVE 1 L J J El Im ~ Q 12" DIA. P.C. PIER TO GRADE 29'4W," 1 1 2-GIF CCA 2-GIRD EGA - 2-7x10 ERA 1 zl P.C, PIER WITH 6x6 CCA 1 1 1 GIR7ER , GIRDER 1 GIRDER ryU 7'fi55" 7'-658" 7"" 7'411 7'-1" 11'-3,1 POST TO DECK GIRDER. ' p ANCHOR PER DETAIL 1 SHEET, TYP. 3" LINE OF 11- 1 DECK ABOVE PROV~DE ANCHOR BOLTS AT I I I _ 10 CCA _2_btl0 CCA 1 $ 1-2.7x10 CCA 1_ y _ $'2+~IEYGEA- ___q 16GEA___ _?___q.pk~y EEA____i_ m.40 OE,q.___~_ ON 16HEET 1. PROVIDE 1 i GIRDER GIRDER ANC O B4 " ljt BOLRT6 36BOEC. MTAX GIRDER 1 I GIRDER I ` u GIF7ER GIRDER 1 i GIRDER i GIRDER 1 WITHN V OF EACH SPLICE IN I I I BILL PLATE 1 1 m i I 1 1 i 2817 2817 - i I 1 ° ,I v b. 0 J. 1 G G I 1 r -y ~ b 10 I I 1 yt" N N ~Ci pU Q 1 I I I r I ' i ~ 6 C QU zU. U~ I 1 N 1 i 1 ~ 11,1' ' 1 1 J WW1 U I1 I I I ' ?i I I I 1 ~ ~ (V fV 1 1 i B" THICK X 4'0• HIGH I ° i P.C. WALL ON 16" X B" i 4 i-----, o f POURED CONCRETE 1 CONT. 2xIO CCA LEDGER OcA LEDGER FOOTING, TYP. o 1 W m I Y • p J e I T I I n I n, m 1!- r' 1 1 I ' 1 I I I I I 1 I ~ i I 1 I 'Q' I I I I I I 1 I 1 i I (K m I o I 1 ~ OI W M O I ~ 1 I t 1 I 11 ~ e Pi I ~ 1 ~ V r • 1 i F 1 a 'T17•~' m JC i o " EXCAVATED CELLAI 'ATED CELLAR ~ ' . ~ ; ~ I ° N X Z LL All P.c, SLAB OvMR TONE OR C 4' CRIl614ED STONE iLAO OVER 13'_94." i _ HED STONE OR GRAVEL I ~Q o I 1 1 NI i -6" W 1 N ~ Ow~ I ~ 3 I/2" eTEEL COWMN N . I 'l 1 1 30"x30°xl2" POURED a ' CONCRETE FOOTING 1 o (TYPICAL) PREFAB UNIT I J ' __________,____V_____ I I I______________I W ado 1 I o 1 MARRIAGELINE,TYP. I ° 11 ; 10" THICK X181011 (Y 1 1 I , I m L I I ~ P.G. WALL ON IO q } ~ POURED COMICR X 10" ~ I n in i i 1 I I I ETE Q Q 1 1 i i i i +__q ___I_________ i m i a o f 1 HIGH FOOTING I • I = W w 1 1 1 I 1 I 1 ~ , I 1 I J 1 I ! n I I 6'-9" ° i T-11' 5'-5" 910 i - I I I EN I I ° I 1 z I I ^ OBI a T___7 i i ' pal IQ' ~ o i of Ntw ~C~, ~yS BUT<F i i UNEXCAVATE0 MARAGE i 4" P.C~ SLA5 ;o 6"xb 10/10 W.W.1M, aOi iy fJ~ ~ w ~i " ON 4" POUROU61 FILL C3~ ' -4k( i i I I i PITCH TO O.H.D., Q I'll i FLOOR SYSTEM INTEGRATED 'EM INTEGRATED INTO flj 1 4 C b 9~ Py FACTORY PRE-MANUFACTURI RE-MANUFACTURED iy P i MODULAR UNITS. SEE PLAN E 41T6. 6EE PLAN BY OTHERS 7'-8" 7 ?ROFESS~O~ JEFFREY T. BUTLER, P.E. L I L. I I a I I i i i SP-U" I I I I V. IL i - f I 9 ~ i c . ° I . a D °9. ° ~n 4 . - 14 ..O I I 4. !L'I I6 w i v o, a o v, ie• 1 •g C) a l9 W - CANT. 2x10 CCA LEDGE !xl0 CCA LEDGER ,I i 10" THICK Of 6'0" HIGH P.G. WALL:ON Yo" x 10" w o° J O " i POURED CONCRETE l y oil o~ xi FOOTING i o 6-1155"J 19'4K" K V/ u0 ? u BEAM POCKET i .4 m w N GROUT 6"ID z 0 2-NIIO CCA 2-2x10 CCA 2-2x10 cca xIO CCA 3-3x10 OCA 3-3xIO C-- GIRDER __F yr a z mO H GRPER i GIRDER i i GIRDER LLU z (L LN OF - PORC4 H A60vE w O I 7%6" 4'-0" 7'4" 7'-3" _ Ul mow/ o ,IFtt N 0 V 24"x24" x MIN 12" DEEP •h V^J ~ m To UNPIBTURBm SOIL LL 12" DIA. P.C. PER TO GRADE P°C. PER WITH 6x6 CCA 7 745 ]U 19-054 O a POST TO DECK GIRDER. ANCHOR PER DETAIL r 27'-6" CL SHEET, TYP. 44'-0'h" 44'4Yh" I 0 FOUNDATION PLAN , I F AGzE: 1of2 4 I JEF JEFFREY T. BUTLER, PE., P.C. RE! RESPONSIBILITY IS LIMITED TO THE THE FOUNDATION, COVERED PORCH, ANI AND REAR DECK ONLY. SEE PLAN E3Y BY OTHERS FOR FACTORY PRE- MA'. MANUFACTURED MODULAR UNITS. MODULAR MANUFACTURER TO SPECIFY ALL CONNECTIONS ABOVE SILL/BOX CONNECTION o, 0 ° ° 0 ° LTP4 - 18" O,C z 0 0 AT EXTERIOR • • m PERIMITER AND GARAGE/HOUSE COMMON WALL USE 4-86 NAILS AT EACH END ! SILL PLATE TO RIM JOIST AND RIM JOIST TO STUD CONNECTION u 8 A NTS m 6TEP 6TAIR AND RAIL PER CODE Simpson Strong-Tie U210 2X6 W m AT EACH RAFTER O~ 4-IOd x 1 1/2" a r NOTE: / 5/4" x 6" CEDAR DECKING r ATTACH LEDGER TO FRAMING MEMBER ~p m WITH 2-1/2" X 5" LAG BOLTS AT 18" m~ ON CENTER x7u- Simpson Strong-Tls U210 2X6 ~Q O ^ AT EACH CEILING JOIST ~ dam 4-I0d x I I/2" 111 N o Simpson Strong-TI& U210 2X6 AT EACH DECK/PORCH JOIST w 4-IOd x 1 1/2" TYPICAL PORCH/DECK LEDGER CONNECTIONS NTS CO 9 w FACTORY F'RE-MANUFACTURED HOME st ~ su 2 PLAN BY OT14FR6 Ch A 0734 'OROF V JEFFREY T. BUTLER, P.E, GARAGE , R6 l9 ad PLAN BY OTHERS 3 m 0 Z~ LU 43 Simpson Strong-Tla U U~ 0 ~ ' O AC4 ad Cl) N AT EACH POST ry~ W Q z m a CONT. 1a1O CCA LEDGER z m Q 1r z~ LU qKqU I \5 qqd N~ V/ o i ~U 0: ti U U U A i p / 514" x 6" OEDAR DECKING o- o z a i 5" DEGROTIVE PORCH m 0 O W n /V0 m O ' COLUMN, ALIGN WITH p PIER5 5ELOW, TTP. 2-2%10 2-2%10 2-2, liU Q 1-1x10 IO 1-1x10 1-1x10 1-1x10 GIRDER GIRDER O I s i GIRDER IR ER GIRDER GIRDER GIRDER i o0C ~ a a 2" MINIMUM " 13/4' PLYWOOD GABLE STAIR AND RAIL PER OODE IN FLIP SHAPE SIDECOVER ' ;b a 51mpeon Strong-TIs PB844 T.B" 4,_5" T6" 4'-0" T-p" T-VA" AT EACH POST FOOTING T-0" 7'-0" 43'-8A" PORCH COLUMN CONNECTIONS PORCH 4 DECK PLAN NTS PAGE: 2 of 2 8 SEISMIC DES16N CRITERIA LABEL LOCATION IN REFERENCE TO CLIMATIC AND GEOGRAPHIC (I)-TPA LABEL PER DWELLING PER UNIT SEE FLOOR PLAN FOR LOCATION WHERE REBURIED BY STATE. SEISMIC DESIGN CRITERIA DEFER TO CALCULATION (1)-DATA PLATE PER DWELLING SEE FLOOR PLAN MANUAL VOLUME V FOR STRUCTURAL MEMBERS FOR LOCATION WHERE REQUIRED BY STATE. TO BE USED FOR SPECIFIC LOCATION. (1)-STATE LABEL PER DWELLING SEE FLOOR PLAN CATEGORY A. B. C. 01, 02 FOR LOCATION WHERE NEOUIRED BY STATE N FOR FASTENING SCHEDULE SEE IRA APPROVED CERT./ QUALITY CONTROL MANUAL PAGES TYPE OF CONSTRUCTION: RESIDENTIAL/ WOOD FRAME IV-0.11 THAU 73 w CONSTRUCTION IN ACCORDANCE TO SECTION it OF BCNYS HOMEA.. . w AND RCNYS SECTION DOLL HAVEN PROJECT SPECIFIC INFORMATION TH PRIDE USE GROUP: III FOUNDED ON EXGELLENGE AND BUILT WITH FF JS TYPE OF CONSTRUCTION: WOOD FRAME, UNPROTECTED N E W Y 0 R K S T A T E C 0 V E R 5 H E E 5 H E E T w RAFTERS: SNOW LOAD: 45 PSF DEAD LOAD: 10 PSF CORPORATE OFFICE ADDRESS: MANUFACTURING PLANT ADDRESS.' MANUFACTURING PLO z z IANUFACTUAING PLANT ADDRESS: olool w o 306 E E ROAD p CEILING JOISTS: STORAGE 554 EAGLE VALLEY ROAD 554 EAGLE VALLEY ROAD 306 RUNVILLE - J l{) U BELLEFONTE, FONTE, PA. . 1 1682 3 LIVE LOAD: 20 PSF P.O. BOX 178 P.O. BOX 178 BELLEFONTE, I K OG F DEAD LOAD: ID PSF BEECH CREEK, PA. 16822 BEECH CREEK, PA. 16022 W w a _ m W N O FLOOR: NON SLEEPING AREAS W ~ K o U LIVE LOAD: 40 PSF ~ ~ T O z p < z U SLEEPING AREAS LIVE LOAD: 30 PSF WINUOW SCHEDULE W DEAD LOAD: 10 PSF REFERENCE QUANTITY MANUFACTURER DEGICRIPTION ROUGH OPENING W x 1 17 ANDERSEN 3052 30 118' x 64 710" OUGH OPENING N x H EGRESS OP RATI03.20 UNIT VENT UNIT AREA I 1/8' x 64 7/8" YES 50 17.16 O 5 1 I' x 36 7/I° NO 50 6,69 2 ANDERSEN LOAD: 120 H.P.H. WINOZONE WITH J 120210 25 f B' x 36 7/B" 6 1/8' x 64 7/6" NO 50 4.31 11.77 0 1/8' x 40 7/8NO 50 2.94 8.55 3 SEC GUSTS 'EXPOSURE C' DR A W 0 NS 0 I V® E N 3 3 ANDEANDEAGEN FlSEN 12052 30 f/B' x 64 7/0" 12432 30 f/B' x 40 7/0" SNOW LOAD: 45 PSF 1 ANDERSEN 12442 30 f/B' x 52 7/0" 0 1/8' x 52 7/0' NO 50 4.02 11.06 2- x 27 1/2" NO 40 0.00 4.20 C O 1 ANDERSEN 8152127 22' x 27 1/2" Es I eN BYI I LD I Poe CODES SHEET # DRAWING NAME OR K SCHEDULE 2002 RESIDENT L CODE OF NEW ORK STATE A COVERSHEET AND NOTES QUANTITY DEnCRIPIION HOUGH OPENING W x H UNIT LI x H UNIT LIGHT UNIT VENT UNIT AREA f 3068 36 x B2 f/2 O.OC 0.00 20.63 20.63 2.10 0.00 9.11 1999 NATIONAL ELE RICA DE M/ NEW YORK AMENDS 2 g4fiB SL 16 x 82 f 2' 2.1( 0.00 18.33 18.33 , A-1 FIRST FLOOR PLAN 1 :asG 3r x G2 u2• o.ac I ENERGY CONSERVATIO TRUCTION CODE OF F1YS-2002 EDIT LIGHT AND VENT_ LITE AEOUTAEO LITE 5UPPIEO A-2 SECON3 FLOOR PLAN ROOM NAME IGHT REQUIRED LIGHT PROVIDED LITE REOUIBED 9.36 15.56 ' GENERAL IN ORMATDON DINING ROOM _ 10.72 32.40 9.36 KITCHEN 1 17.20 7.36 + ARTIFICIAL 8.60 L 8.60 4.36 + MECHANICAL 06ERWRITERS CERTIFIA r FAMILY ROOM 2 - 71.20 13.04 5.64 15.56 13.04 37.52 REQUIRED ~'(E NEW w m w ' TO THE BEST OF MY KNOWLEDGE, BELIE AND PROFFESIDNAL A-3 FOUNDATION PLAN BREAKFAST GM 11.26 32.40 5.64 JUDGEMENT' THESE PLANS ( AND SPECIFICATIONS) ARE IN LIVING ROOM -17-68 68 40.12 8.84 8.84 26.60 g'~ Ali q~~L.p m x COMPLIANCE WITH ENERGY CONSERVATION CONSTRUCTION CODE A-q ELEVATIONS FOYER 8.48 4.00 + ARTIFICIAL 4.24 IL 4.24 20.63 Ala- p u 6x m i uw4 OF NEW YORK STATE 2002 EDITION. COMPLIANCE IS DETERMINED DEN 13.52 24.05 6.76 6.76 13.34 FLOOD p * m r a m< y BY USE OF AEC-CHECK, COMPUTER SOFTWARE DEVELOPED BY DOE, BEDRODM 2 ICED 31.43 7.44 7.44 17.65 _ V. a z c m o o u L 2.40 2.94 + + NEC HANICAL F LOOD ZONE-V-) MEC AKO CONFORMANCE TO GENERAL PROVISIONS OF CHAPTER 5, A-5 ELEVATIONS BATH 3 4.80 5.09 + ARTIFICIAL 2.40 BATH f 4.64 5.09 + ARTIFICIAL 2.32 ,L 2.32 2.94 + MECHANICAL COMPLY WITH CHAPTER "46" 'flit SECTION 502, 503, 504 AND 505. BEDROOM 3 11.44 24.06 5.72 FLOOD DAMAGE PI--VENTION 5.72 13.34 x9C.,_.w INDIVIDUAL (DISCRETE) MODELS PLANS DERIVED FROM THIS BEDROOM 4 10.72 24.06 5.36 5.36 13.34 SOUTHOLD TOWN GuDc. SYSTEM AND SUBMITTED 10 LOCAL ENFORCEMENT OFFICIAL IN E-1 FIRST FLOOR ELECTRICAL PLAN BEDROOM 1 19.28 24.06 9.64 9 64 .34 IL 5,44 0.00 +3MECHANICAL NOV 2 3 2006 WNHECTION WITH BUILDING PERMIT APPLICATION SHALL BE BATH 2 10.88 3.20 + ARTIFICIAL 5,44 IL 1.76 6.67 + MECHANICAL is ACCDMPANIED BY A MEC-CHECK REPORT )INCLUDING THE IN- BATH 4 3.52 12.05 + ARTIFICIAL 1.76 3.20 4.62 OMPLY WITH ALL CODES OF NEW YORK STATE SPECTION CHECKLIST) E-2 SECOND FLOOR ELECTRICAL PLAN BONUS ROOM 6.40 7.01 3.20 3.61 18.33 STANIP OF APPROVAL YORK STATE & TOWN CODES 'THE PLANS AND SPECIFICATIONS OF THE PERMIT SET APE DERIVED MUDAOOM 7.22 0.00 + ARTIFICAL 3.61 FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS T-1 TYPICAL SECTION AS REQUIRED >.ND CONDITIONS OF ° ASSOCIATED WITH THIS APPROVAL ON FILE WITH THE DIVISION AND THIS CONDITIONAL APPROVAL LETTER.' SOUTHOLDTOWNSA SPACE RESERVED FOR THE NEN YORK STATE STAMP OF APPROVAL ®C „ 64 a a T-2 TYPICAL SECTION SOUTHOLDTOWN PLANNING BOARD ACk'Rt VEDA NOTED -<P b4 o ADDOTIONAL INFORMATION PLUMBER CEPT,T_ NBER CERTT-ICATION SOUTHOLDTOWN TRUSTEES DATE: p° .a a P-1 TYPICAL PLUMBING LAYOUT ONLEADOONTt 14 'ADCONTL-P;,hEFil?E N.Y.S,DEC FEE' -.~77e D - ROOF SYSTEM DESIGNED FOR UNBALANCED CERTIFICATE OF OE =1CATECF000UPANCY NCIIF-'r EULDN3 DL-717-" TAT ~m U SNOW LOAD WHERE APPLICABLE 6' WERIOR 2'x IHTEPl6q 2'x NAHPIAGE 2'x 6 E%lER[pi 6T49 HALL 6iLV N1LL~ PARiIT10N N~ 6iH0 MILL SOLDER USED IN DER USED IN WATER 76546m e r,M1 TO 4 nh, r-o Tr-E SUP EM °LYSYS,TEMCANNOT FOLLOWIN~L's. .4w NOTPA9QtEDWITH 1. FOUNDATION- FLnu1rCD HVAC i ELECTRICAL NOTES EXCEED D 2/10 211n !]F 1 -FD21f0 nF 1^/IFAn AKAMM i lKITU Cl lPUZV 1-11 Ml m! 113 OF FOUNDA ION LOCATION 2. ROUGH - FRAMING ( Pi_UNISING n ANY HVAC SYSTEM, OTHER THAN THE ELECTRICAL BASEBOARD AND/AA x•x e• xEALEn Vj e HOT WATER BASEBOARD HEATING UNITS SHOWN ON THE FLOOR PLANS, - E..W Az• HAS BEEN APPROVEJ. s. INSULATION 4. FINAL - CONSTRUC1lrN MUST w~O SHALL BE SUPPLIED AND SITE INSTALLED BY THE BUILDER "AT pi r sPSCER MYNALLL PLUM PLUMBING BE COMPLETE F0,' J.O. ELECTRICAL REOUIBEMENTS FOR SERVICING HVAC SYSTEM BY OTHERS A. STIR! C'o/RVxA~upQ~° z'% 6• JASK S ION ALL PLUMBL ALL PLUMBING W RETAIN STORM NAT' - ALL CONSTRUCTION SHALL MEET THE ASTE m 8 WATER LII 8 WATER LINES NEED PURSUANT TO SECTI( REQUIREMENTS OF THE CODES OF NEW w TESTING BEFORE COVERING OF THE TOWN CODE. YORK STATE. NOT RESPONSIBLE FOR o HOT WATER HEATER TO BE SUPPLIED AND SITE INSTALLED IN HEADER (ExTERmR WALL Q HEADER (INTERIOR W" Q HEADER (WcKsahE R" Q HEADER (EXTERIOR WALLA TESTING SEFOF T SE ENi HE BUILDER IF NOT LOCATED ON PRINT (S) "I N0 6C"~ He NO SCALE M10 NO SCALE "(s xo 6LA(E DESIGN OR CONSTRUCTION ERRORS. '%6' F%iFAIOR 2•x 3' "ARnCAGE 2'% 6' NARRSALE 2'% fi' 1NIEPIOfl e~J 2 l1) ALL CONSTRUCTION SHALL PANEL BOX LOCATION (SI PER PAINT ARE PERMENANTLY MOUNTED BY srvo xAU sixo xuL 6ruo xuL Pmnrlxx WALL 6 , / HAVEN HOMES, N MEET DA EXCEED THE MINIMUM REGUIREO c ~p SERVICE SIZE DEMAND OF MODULAR UNITS p h~ i~ CO ES OF NEW YORKSTA7 THI 2'% REACEn NICR°-LENT NEAEER MACRO-LAN HEADER h~b MEET THE REQUIREMENTS or HE SERVICE LOCATIDNI51 PER PRINT ARE TEHOAAAILY MOUNTED PANEL i r c CERTIFICATION OF AND S SHOULD BE USED THEEPROPERTY B ES PPP HBDSING MANIFACTUREM AND FINAL S 2 - •x e• INSTALLATION IN BASEMENT IS THE RESPONSIBILITY OF THE st NX uA pap•. a un' x•x 6•• b Y SPACER r[[M ~FIWIY% °X FLNi VELYF, ti NAILWG&r'QNNrr+Tl(1^.~~ BY HAVEN HOMES. INC. m BUILDER IN THE AREA OF SERVICE LOCATION N oRrxALL n/z• PLrxooo- 129 LE LxUvWR oarxnuL ' GaUPANI(C?R RE ~Ir t _ 2'% 6' JACK STLA9 JALI( SrN05 LRYWALL 2'N E' JACK Six°5 I/x PLY N 0 ORYNALL f IF NEITHER PANEL BOX LOCATION DA SERVICE LOCATION ARE 1flE R k USE-IS IS UNLAWFUL HAVEN HOMES. INC. RESPONSIBILITY U B 'E~ii.. VI`I, LIMITED TO FACTORY BUILT PORTION i CALLED OUT ON PRINT. PANEL BOX TO BE SUPPLIED AND SITE x2 HEADER (F%IER[Ln XALL N9 HEADER (xARRUGE xpu~ N( HEADER txAnRUGS/xALL)L xP WI6 HEADER (INTERIOR 04LL4) INSTALLED BY THE BUILDER NO SCAM No LCALE Nfl SCALE M ELALE W WITHOUT CERTIFICATE ONLY. 0 OF OCCUPANCY C o•o 2 27'-6' 13'-I 6'-U' II'3' Y z 23'-A 314' 10'-9 114' 10 112' 4'-I 112' I12' 3'-0' 6 -3' 5 -0' N J 0 2 2 2 NI 1W3052 1 III 7W3052 ~ A ~ um.mam BEAM SUPPORT 5p DECK ~ I e ~ a - ~ III I III i (4) 5TUD5 52 mm Y/ SLIDER AND (5) 1 112' x D 114' m N.L.B. HEADER 5NIFPED LOOSE FAMILY R001•I 51TE IR5TALLED BY BUILDER VAULTED TO ABOVE WALL ° PLUNBING MOUNT 1 I H2 I NI w 2 S2 DROP BEAM SUPPORT N2 NI TH20210 TW20210 (4) STUDS 92 6' SQ N2 IB 0. I 4 0 A A 6' SUDEIR I I I H III I I I 1' U 12' ALL FUEL m ow[ K f 17'-II 112' 6112' ---i ---16-T.-----~ -0' 7-4112' 4'-II 112' L a`Jy \ ; ~ LUE r j OE 1 12"-4' 1 SERYICOE --41 I PWL411NG SPACE N DROP -y LOCATION m2mom I I I IOtAT 05A SUPPORT 112•SNEALININ 5 I TPA IAUEL AND 5TATE LAOEL uzG ui a ARE LOCATED 1 jy HITY w o V DINING ROOM -y KITCHEN i~ BREAI~\ T" T FA Lm L, TA AB - - ~'I I 1fe ° a O 2'-1112' p < z u I I I IF---1 AND DATA PLATE LOCATED I R °I I .yy~ ~ HI - w to w ; ee oe 1 IN COAT CLOSET IN FOYER I "I I ~ T `2 O f OL W ~ O O W d p I ~ 2M WAIT a ~ i I I OF/M SUPPORT I 2x6 WAII I ~ ~ u a~ m ~ 14) 5ND9 ~ 2''G' RUDE. KITCPEH CABINETS SUFFLIW AND SITE INSTALLED (4) ) 5fU0' BEAM (4) BY THE grUCR. BUIWER TO FIELD VERIFY S I 46' TALL ALL DIME 5165 BEFORE CABINETS ARE NICHOLS 112' B IEAT91 HA 216 ° 216 HALF NAIL 2 0 FM 2 g DEN! SUPPORT 516' TYPE N1 -P 2 0 J,Y~NA 141 5TUD5 i X. FIREGUARD (3) 3• PVC CHASES T- - _PANTRY_ jOi _ILI_7 3 MATm 191 i0 ATTIC I REFRI6 EABINEi CAI91HEi (5 S BEAN SUPPORt HUUBLE 2x4 I LOCATION I I CABINETS BY I BUILDER ON511E CABINETS BY (~J ? 'BUILDER ON511E LID 3 (3) STUDS RIAGE WALL 4'0" ARM A IIIO / 1 1 \ ~2/6 6'-11 71B' 10'0" ARCHWAY (D 3/0 6'-I 1716' Y DN DOUBLE 2x4 U -------j2)-TT IIG' Ti-I!4 ' - - - - - - 10 RRIAGE WALL $ i MD ROOM MUD ROOM M.L.B. EACH UNII BEAM SUPPORT 3 (3) 51UD5 12'-11 112' 3'-4' 3'-7 71A• 3'-7 716• 6 314• I r ® © 5IIf5AN 5104 51W SNFLIN NB a (2) iRA LABELS IAIO4106" 6X116 ofim 91 l I EW J i _ IIY SHEATHING 4 slit In er LmmE TWO OnHIAMG E7uN~us ° . llc' SNFATNI 1 T 24 AR PLATE STATEDLABEL AND 2/6 S B 4'-0' 1 Ed I i w~ 6ARAGE m GARAGE TO BE FACTORY BUILT I ° ~ /i c4 o m BY HAVEN HOMES, ING Sy m jz ° - GARAGE SLAB TO START 24" l- LIVING ROOM `21 BELOW FIRST FLOOR FINIGN m 4 d. w Nig m 3 O - III FOYER `p o ` i / \\y~ L I aj NB 60XAlON WALL BETWEEN GARAGE . u - 2' =IOW AND HOUSE REQUIRED 10 BE ° I I- EIB GRd GARAGE CELINGREQUIRED to 02 e i i^ UP 216 r.' t0 I BE FINISHED WITH 51B' FIREGUARD I3 /T _ Y T 112' SHEATHING HA 'v. o DEN 2/6 161-II 112' 12'-5' 16 112' SNEATHINI 2/6 C BATH IL 2/6 NO BATH 14 DIG, TYPE 30 12) TRA X' FIREGUARD N ) FL LABELS f.~ e C TH3052 7X3052 NI ENTRANCE TRIM 42 S N3052- EDEO H1 iY13052 UI II (2ABELS NI Sy WINDOW AND (5) II 114• 04 d e 2 2 ? j PORCH ^)J°Ij) p 6'-11718' ° 716' x II 114' MI.D. HEADER CROWN MOLDING m • m SHIPPED L005E SITE INSTALLED r, ON LINEN CABINET BY THE BUILDER @9 a BY BUILDER 09511E 17 4-0' 7-0 V-5, 1 BENT SUPPORT I OEM SUPPORT SIIEAINING ~VM11 341 (4) 5TUD5 (4) 51U05 a V T-3' T 0. 7'-6' 112' SHEATHING I, 0 2 X3052 HI 6052 HI 113052 I 5 TW3052 HI 2 2 1a pa 13'-0• 13''B' Y O_ Wa f4'-0' m I P V% NPBy °m N , <p' HM. T~y~Ey~A O P I R 5 T F L O O R PLAN PROJECT SPECTIFIC INFORMATION NOTE TO55OLPER: GREENPOR, NEW Y DRK ALL N00.N VMS. STRAPS, MRS. SPINES, SPIRES, ECG {J 'Sv 9~ per„ q 91•0' FINISHED 611LING HEI6 HT 11X1.966 NOTED OTNERRI6E 120 MPH WINDZONE (S BEC GUST) BENE5PIPUTEN BE 5NBS11PUtEB 1'-0' KINDOR N9AD9R 141160T PILES$ NOTED OTNERNISE EXPOSURE •C• MWIFHAPLEESDI, USUAL OR a MY CNNCONRNECTNR CTOR CAN AN 2 HBRIIDNIDEIAL S/MP CONNECT[ DUE W DO FACE, If NY IUILIING: 5d NA 1.50 2' E.N., 12' F.N. (E.N, GIULL 5f 51 ANG WI 112' OIY INTERIOR ?I PROP'61YP60H 510124 M! 1 FAA LE END RIM BAND 0 LET PLR. DIAL L' F.N. IE.N. SIULL Of SIAWERE01 aR Sur LIED AND $11E PRIAllE0 OY THE OOIIOB NEED NOTED )TRINNISF -TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT" 46i ?SF SNOW LOAD WINDOW UP INFORMATION ]Ilfi' A D' v I6 G~ SFAPIEN 4 1' E.N., 5' F.N. E.N. 61ULL P WINDOWS USED MUST MEET THE REQUIRED N., 0' F.N. IE.N. 6MLL OE 516LGFRW) 42 02 0' F.N. DR E IY. ISf FLR 0Y TO CHE 111 1IS W I) I0 MILE (m• THESE PLANS (AND SPECIFICATIONS) ARE IN COMPLIANCE WITH ENERGY - DP RATING WITH A MINIMUM OF DP-46.DS 5z 4YP WFUIING: 5d NAllS ON'E.N., 10'F.N. GR E~IY. 5N OR (2N YN 511.1.1 NflefR NCEIYE ENR NAMING SSIONPA' EDR NAMING O lMVIOE '51Yl60H' 5MP14XJ SOLO DOAI END NET CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE, 2002 EDITION. - SKYLIGHT USED MOST MEET THE REQUI ED mEII NERFGRA1f5 SNEARWAIL LION SNRLIED AND SITE INSTALLED OF 111E BUILDER NOV 13 200 COMPLIANCE 15 DETERMINED BY THE USE OF MECo Heck, COMPUTER SOFTWARE OF RATING WITH A MINIMUM OF ALLLNMIg SNER=X51 flF NI NNNQISN - PATIO DOORS USED MUST MEET THE REQUIRED DP RATING WITH A MINIMUM OF OP-59.60 S2) 15132,-5s DEVELOPED BY DOE. AND CONFORMANCE TO GENERAL PROVISIONS OF FRAYIM THIS DRAWING 15 THE PROPERTY OF, B'F.N. If.N. 5Mll OE SPABSEREDI OR AND SHOULD BE USED EXCLUSIVELY m CHAPTER 5, SECTIONS 502, 593, 694 AND 595. Iz) Im52• a5N GR os5 (ENr II N NEW YORK STATE gU l RES CODES NY NAILING: 15d NAIIG D 2' E.N., IY F.N. (E. N. NHAII NE I N., B• F.N. (E.N. SIUO BE SiAEGF0.EO BY HAVEN HOMES, INC. - 2002 RESIDENTIAL CODE OF NEW YORK STATE 5y bN OR (2) 2N 511.61 WMEN RECEIVE FSGE NH(N (E.N. SNAN FDGf NHlIN6 = INDIVIDUAL.(dlcrete) MODEL PLANS DERIVED FROM THE SYSTEM AND _ Fgeg NATIONAL ELECTRICAL CODE TYPEII22xsl11ENS aRE ItIION HAVEN HOMES, INC. RE5PONSIBILITY LIMITED TO FACTORY BUILT PORTION SUBMITTED TO LOCAL CODE ENFORCEMENT OFFICIAL IN CONNECTION - ENERGY CONSERVATION CODE OF NYS AUQIMIE UOHER ~ TE 7SEWALL UNCTION ACCOMPANIED BY A zggz EDITION SHALL 13E ONLY. WITH L PERMIT APPLICATION THE 1INSPECTION CHECKLIST) MECcheck REPORT (IUfR NCLUDING THE INSPECTION CHECKLIST) o ____~I III °~Lf I - I - - - - o I - - - - - - - - - - - - - - - - r II Ik Q, r - II ~I Iti LI \ 1I_- -a f- it I i I E I _ J G ~ L- F-I DJ CG ° O _ C~ ,fJ C.S. I~ BCALE ~ NEW LUSiOMER NAfiIE , - - - - _ _ REVISION? PATE . -i ~r YROP091'D STERN RESIDENCE J0 1s24-B ADD REC LIGNiS - RAWW bem 511177E6 --RECr.AODEP-C IR, LAYOUT EAGLR C~ VALLEY ROAD ORAWN 8Y \ 64 KERWIF BL OLY0 YO JC8 BI 83 P7 YMMF.OOL_EWIME6. )UT 1?8 BEECH CREEK, PA 16822 AD 'rc ,N , RexroRT. NY 6. IL 1570] 962-3191 (PAX) DRAWING "~17 ~~•n BUILDER, o - - - --sECaNO oQR__ LEGI ICAO ;A" P05ILLICO CONSTRUCTION .0 MAR; ROIE To UNDER. ALL HOLD DOS. STRAPS, NAILS, SPIKES, HOPE IIBO N W AHO.hR IIFAD WLLA Z ITE MIILIFA STAPLES, OR ANY CONNECTOR CAN BE 5U8511TUTED / M• ArF WI1H EODAL OR OEM HARWU%E W'AFF u AW AIiF IN9F p WMf WILOFK ORDER WALL - 51 FROM -5110504- ST6224 SIM 0 LADLE END FACE 0 RGGF TOP PLA YROVIOE Wulf 2d NI 6E ~ u ~ N u N 151N2 • MR OR 050 TEMP 11 DYER FRANING W/ 112' GNP' INTERIOR M MIlS 0 4' E.N.. 12' F.N. OR ? VED 6I6224 51RAP 0 LED ROLE ENS NN U 0 'S IW60N SUM AF, pBL F Z n- ~ W 7116' x 2' x 16 GA STAPLE50 2' E.N., D' F.N. IED AND 511E IN51ANf0 DY 61 UHL NLfSR NOTES OIHEKNISE Wy1®E 6x UI < O 51 OF NAILING, ON MARS 04• E.N., 10' F.N. OR EQUIP. ex6 NIKE IN 54111FIBER RECEIVE EDGE MILIIW FROM ^ Ill HE EAEIWIE Ill DI w w V p TYPE I fERMMTED WEAIfNAII PROVIDE 'SIMPSOH' II SPRAT 1 EA. MILE END POST ss em ALLONARE SPEAR = 615 NF Of REDUCTION ? GHTERES 0 RIM DANE, POST TO FORT. ON 511E WHERE 6x12 x ~ c SUIPIIED AND SITE INSTALLED AT FUILDER WIDE 5F P h Itl 41 L hl 'o m q 6v6 WI1f N m G 1,10 FILE IN14 ID,II 1011 10,14 Z m WINDS M 6,6 WI1E INH IOIH C m N ivl IAN IOVII W ~ m m IAS40 SNANER lW !>C w w OF NE 16 ' m m BATH LIB TILE DETAIL BATH 11 TILE DETAIL BA4H IZ TILE DETAIL A A BATH 42 TILE DETAIL B y<P~gN~ rAo m a o NOTE: (2) 5HELVE6 INSTALLED I APPROX. 12' AND 30• 2 MOVE TOD DECK 3 RF 71'fi' 44'-0' 13'-9• 13'-9' 13•_9• OY4292 5'-1112' 6'-0' 9'-0' W-1112' 5'-9' W 'TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT' 3 BEAN SUPPORT 2006 Q oz (3) STUBS THESE PLANS (AN) SPECIFICATIONS) ARE IN COMPLIANCE WITH ENERGY CONSERVATION CO STRUCTION CODE OF NE YORK STATE, 2002 EDITION. COMPLIANCO 15 DETERMINED BY THE USE P MECoheok, COMPUTER SOFTWARE DEVELOPED BY DO 5. AND CONFORMANCE TO GENERAL PROVISIONS OF I CHAPTER B. SECTIONS 502, 605, 504 AN 6GS. I I ____'I I I I,____ i i A uWe o=e I I ~ I I I ~z ~ Td LO eLe) MODEL PLANS DDERIVED FROM THE SYSTEM AND II I I II _ w m of SUBMITTED TED TO TO LOAL CODE ENFORCEMENT OFFICIAL IN CONNECTION ,l WITH BUILDING PERMIT APPLICATION SEEM L DE ACCOMPANIED BY A FROMtFJ FlH P051 4 ~ W Rj K o v I o m~ o MECahecM REPORT (INCLUDING THE INSPE TION CHECKLIST) TO IbI FLR HEADER m I I I 1 I I I ~ I I F-l CKONH MOLOIN6 4 W ~ W 3 K W J ,1 I O O~ W N W J 4 ON LINEN CADINET 51 O W L j I I I I I ~ o l- " W_ m I I I ~ 3 ~ I ~ I ~ K o~~~ o i u d u HI 7X3052 NI TH3052 HI T42432 III TH2432 NI 1112432 ~ D II 15'-2' S HD I I 6 1 1 2 ' B ' - 1 1 1 2 ' B E D R O O M O M # 2 4 BATH #S NMLE NIP N WD IR 6 112' 10'-6' I NI5 - 5w 4 p I I I I ~m= I ~ I NALK-IN ao UMPACCESS R j CL I ~ I I I OSET SI R I ~ I~ I r I 4$ d r BATH 11 = a= x D'-r ~-~Lt o~ NB ~S _ I I I 1I ~ I ~I I I M I I 518' ORIWALL 2/4 214 BEAN SUPPORT I -1 _ I I (y) Sum I ' ND I ' I o r----- R9 0 ATTIC ACCESS - 3 24' X 36' HANISW $16224 61RAF 0 6ADLE ENS 20 WALL 42' HIGH 2/6 RIM HAND 0 HE PIA? SWPLED AND 511E VENUS SETDEI URN. DOODLE 2x3 2/6 i.___~HAIP WA II IEHA 1 ID L'--- I -R m W WALL n I~ m o RIAGE WAII DOUBLE 2.5 ON BY INE MAVEN NIXES SET 6DRN MIOR SIIMIE p HI ~ BEAV SUPPORT TO 2nd F100R 6A/AGE UNITS IEINO SET SNBWER HEAD 1 - w, of z z 0 80' A.F.F. - 4 ~ i" I t m~ u NB RIA6E WALL (3) SINUS 60' © I I 112- x 20' KOHIER WHIRLPOOL W 4'0' 0 -F01J5 4'0' BI-FOLD 2/fi N9 111E 51RROUND Wt m ~ o ~c -Uiv N 4814-PAN N9 N9 'TTA-Cnff LOOK JOISTS DOW 4934-PA NO EDICAfEO BEAM SUPPORT I' C. 3 N OUT ET DON FOR © (3) STUD u 2'-6 112' SLOWER ENRL SURE AND CAM NiWNMIDE POMP 952127 2/fi HB L ® DDAR SUPPLIED AND 5' INSTALLED AY DER iRA MAEI DE1 ACCE55 10 I 51 © 4'-0' ~(7 o \ 4 BATH e2 - - -IRA L--- 214 N 2/4 12'-11' 4 n 12'-I I' . I2r 1 E I q e DOUBLE 20 - - ' RKIAGE WAIL BEDROOM al - ED EO w A830 V12421041 / SLOPE_ ;e . 04N a I FIAT _ ZAP Y - 4-0 tROPBI NOLOING~^'-. a BEDROOM #4 WALK-IN Niiwe N LINEN GAB E TRA LABEL FO THI UNbi-~1IB LOCAIEER SINK IN OAlN1T• BEDROOM #3 4 HD 4 CLOSET 17 PHB 10,-5 In. 12'-10' 12'-RP a o1q C F7 I 4 nauac NI nowt NI Nnc imwc H2 1 0~~~'°'c III NI I NINNONS 6TIO00 } ACCEPT CON 5 SHOT ABOVE OVE ~ O ~ RI N b O r y' n 9 4'-4' 6'-4' II*-4' II'-4' 6'-4' 4'-4' I6'-6• 13'-9' 13-9' 44-0' 27'-fi' 71'-6' DRAWING 15 THE PROPERTY OF, HOULD BE USED EXCLUSIVELY BY HAVEN HOMES, INC. w' SEGOND FLOOR PLAN w! 6'4' PINIBNED 6EILIN6 HEIM UNLESS NOTED 01HERAI6E HAVEN HOMES, INC. REOPON51BILITY N! 6'-B' WINDOW HEADER HEIGHT UNLESS NOTED OTHERAISE LIMITED TO FACTORY BUILT PORTION ONLY. ANCHORAGE 5CHEDULE ANCHOR BOLT LINE 1 LINE 2 LINE 3 LINE A LINE B LINE C LINE D 2'x1O• FLOOR JOIST 112" diam x 18" 12" CC NIA 24" CC 16" CC 48" CC 32" CC 24" CC 516" diam x 18" 16" CC 8' CC 32" CC 24" OC 48" CC 48" CC 32" CC m' POUED CONCRETE 314" Jim x 18" 24" CC 8" OC 48" CC 32" CC 48" CC 48" CC 48" CC 2 3 w, on CONPETE ILK. 716" diam x IF 32" CC B'"OG 48" CC 48" CC 46" CC 48" CC 48" CC N Z O / N IYP ICAL EAVE WALL -TYPICAL END WALL 71'fi 112' I3'. 13-9112' 13'-9' W MEN 2'x10' FLOOR JOIST ARE - 5'-0 112' L 112' 0'-D• II•-3. 2'-fi, m IMP. THE SILL RATE (BOND TIMBER IS TO BE IRSTAUB FLUSH WITH THE OUTSIDE FACE r - - - - - - - - - - - - - - - - - - - - - - - OF THE FOUNDATION NALL, TYPI- A I CAL BOND PART SIZE -2'NB' WITH 2'x10' FLOOR JOIST.~'~ I r I I I I ' I I BOND TINDER DETAIL j j I I to, CONCRETE W50HRY UNIT IfNUI OR I I xlO' FLOOR JOIST -NO FOAM POURED CONCRETE FOUNDATION WAIL- TY I I 1 I I 4 I I I I NO 20' CONTINUOU ED CONCRETE I I chi OY I ~--_i z z IYp• I POUND AiION WALL WALL INC, TYPICAL I W O 44'-0' \ 5'-0112' I I I o I I I ~ I ~ I A' owe o=e r 1 i B I I ~ I I N 1 _ . ~I I E z - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I _ w p o I I I I I I I 3 112' PIA. 3 112' PIA. METAL SUPPORT COLUMN CENTERf o I m w m 3 ee w- 1 10' CONCRETE MASONRY UNIT (CND) OR ON 30' •\ON 30'X3D'XIO' THICK POURED CONCRETE I w N w r-- I o d o Y i c ( 1 POURED CONCRETE FOUNDATION NALL- TYP. COLUMN FOOTING IYP. I I N O m W I 1 BASEMENT I _ I i U U K O r-- .I U' 10 1L I I 10'x 20' CONTINUOUS POURED CONCRETE 4' FINISHED CONCRETE SLAB OVER Y' I 2'-I 112' 1 I I FOUNDATION WAIL FOOTING TYPICAL 4' CRUSHED STONE OR GRAVEL \ I I I I j I I Y f I I I I I I I I 5,-0' B-0' 6-10' 6'-B• 1 I I I I I I i 1111 I 4 ~I II5 I I I I X I I z I I illl 4 I I ~_I I I 1)2' PIA. METAL SUPPORT COLUMN CENTERED I I 150'1130110' THICK POPPED CONCRETE I j' ~ ~ m o I I COLUMN FOOTING TYP. I I I I I ~ N> I I 3_I. I 6ARA6E i i l w:n mz I I I II B'-I' I i I (UNEXGAVATED) + I I 4 <'v~ ~~m~ I I I 4' FINI6111D CONCRETE SLAD OVER I I m c c c a I I L J I I 4' CRUSHED STONE OR GRAVEL I I I I I iii 1 I I 1 11 1 4 1 I Q I I I I 11 1 I I I I i I I I I I C I N d l I I NO' CONCRETE XLASONRY UNIT ICMUI OR I 1 N 1 I I POURED CONCRETE FR051 WALL- 1YP. -IL I '~'O I I I II I m I c I I I 10'A 20' CONTINUOUS POURED CONCRETE I I I . p i yd a I I FROST WALL FOOTING- TYPICAL I 1 I I j II I 4 pq P I I I I T I N I _ a w FOUNDATION PLAN I I ~ I I ~ ~v I I II II '~v ~ NOTE, ALL DE516H NOTES AND DETAILS ARE SUGGPSTIVE ONLY. STATE ANOIOR LOCAL COPES I JI HAVE JURISDICTION IN DEIERMININ6 MINIMUM I L---_ - - - - - w SUPPORT KERVIREMENT5. L 13' a,oe = 44'-0 112' 27'-6' - ~ e 71'-b II?' ',TO THE BEST OF MY KNOWLEDGE. BELIEF AND PROFESSIONAL JUDGEMENT V O OF AV THESE PLANS (AND SPECIFICATIONS) ARE IN COMPLIANCE WITH ENERGY lb ~pI M. Tq~ kO CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE, 2002 EDITION. COMPLIANCE IS DETERMINED BY THE USE OF MECchack. COMPUTER SOFTWARE +F DEVELOPED BY DOE, AND CONFORMANCE TO GENERAL PROVISIONS OF III * THIS DRAWING IS THE PROPERTY OF, ~ p CHAPTER B. SECTIONS 502, 503, 504 AND 505. AND SHOULD BE USED EXCLUSIVELY ty- m INDIVIDUAL (DISCRETE) MODEL PLANS DERIVED FROM THE SYSTEM AND gy,0?4252 BY HAVEN HOMES, INC. w UBMITTED TO LOCAL CODE ENFORCEMENT OFFICIAL IN CONNECTION WITH 510NP~ HAVEN HOMES, INC. RESPONSIBILITY u=i UILDING PERMIT APPLICATION SHALL BE ACCOMPANIED BY A MECchack NOV pb LIMITED TO FACTORY BUILT PORTION REPORT (INCLUDING THE INSPECTION CHECKLIST). ONLY. H CONTIHUM RIDGE VENT N CONTINUOUS RIDGE VENT N ao Z W 12 O 12 PITCH N W ~ w COH 566160 FINISHED CEILING W Z Z Q O H W ~ CC ~ FINISHED FLOOR Z 12 8 PITCH K N Z W m O w ~ j owc o U FINISHEP CEILING 2 p < ro ~ U W - m O m'~ W~ O CiL ~ Y ~ O F E] ~o ME ----n EH FINISHED FLOOR GRADE FRONT ELEVATION Mk N .I O II m m l9 ~ q' F N ~ t[f ~ W 12 I U J 7 PITCH w t t- • 3 x FINISHEN CEILI N = N Z }Z 1- FY ~ r b w w w~uoi <3= w.i m ®a N o wooeo you • e: a a '=9 x W FN F1-~ F-N~ Z NU J - m A O } W Q 12 p~ Z N O N N Z} O W U - won PITCH 9 aai U ~ 2 U N Z W • O t- ~ W ~ Q u C W U 12 FINISHED FLOOR w P9 PITCH 5 Q W W W Q C U O N 0 o~z61 w-u- z z} w N ~ IL U J LL W WOO Z W O W W W ~Z IW H< CZICU OF NEW Tq J-0.9 wf~ r N NOW ZINC <W <O ~ ¦ O ~ F~ aJ.K NF O v, W O K M O U 4 G f1 , A D 6 U 0}l OLL ~ W Z O W U Z Z C W- N J -O DO O F-Z p LL F Z U~ S O U OP4252 aZL W= 2 N W U J S ~fESSIONP~~ w0V 13 2006 C Z W W- U U< Z FI NI5HEO fL00B LL Z O C O! N O h- _ O < U N o W O J THIS DRAWING 15 THE PROPERTY OF, H VZ-} N ~+OK J N N O W h W u W 2- W J LL Z GRADE AND SHOULD BE USED EXCLUSIVELY H SY HAVEN HOMES, INC. uA w W Z W N ~ W In HAVEN HOMES, INC. REBPON5151LITY W d?« K O f Z LIMITED TO FACTORY BUILT PORTION ~ NNO.Wd '-°o L E IF T E L E V A T I O N O W Z~?< O N- ONLY. H S O O W Z» W F-U UOu U -NICK t0N11NUDUG RIDGE VENT ~ ao CONiINUOU5 RIDGE VENT N 0 N W .h N O_ a FINISHED CEILING 2 ¦ ¦ PITCH 9 ? ? 4 w v z z w O O - _ - F (n U W ~ FINISHED RDDR Z N DC N 2 W N - O FINISHED CEILING V- m U o ~ z m z W O W _ - 2 J ~ O $ b[ O W J m O m W ~ FINISHED FLOOR GRADE REAR ELEVATION 12 z PITCH 7 - o_ it m m ~ F I z 6 I U ~ N ~ p W O ~ 0 W w ~ FINI6HED CEILING M • 3 x N ~ N Z Y Z F- 1- Y w w o N a 3 L ¦ ~y ^m o w w w w w • y®~/C N PMti a F N Z W U M 4 l2 raw O z 'NON `~zT 9PIiCN O U U j w o n ~z 1,4W m N Z W • O H D W u d ~ Z W ~u ~u LL J n o z FINISHED FLOOR O LL Ns J pCJ< 6] ~ d OY U OC LL<~ F U pL W W W ts, W U O N z z } ~ w ui > u. u FINISHED CEILING W W WOO 2 W O W W W a Z~ 4- < C z N U OF NF ° H y~P,~pH M. 7A~ A .m~ 0 r N N O W Z N < W< O Z W S< J U S- Ot1F~ v W N~ F1 rt * ~ a w <UmlOl.~ a;-0 Q cc5 ry f J u000 O W•Z O LLFZU<p ~O U 4252 v J S Y w m 2 N W Q "'~ESSIONP~ d W DLQN 1- ~H ° v z w w v v z FINI5NEN FLOOR i~ov a s zoos u. Z OG Oh N01-- O U N Q u THIS DRAWING 15 THE PROPERTY OF, O J AND SHOULD BE USED EXCLUSIVELY N N o m N -0f u GRADE W 2- W w Z N J< Z W W O W BY HAVEN HOMES, INC. m x HAVEN HOMES, INC. RE6PON5161L ITY m LIMITED TO FACTORY BUILT PORTION mmdw> >~oo RIGHT EL EV,4TION O W Z c N- d ONLY. F S O O W S Z» W F'UU DU -N N O[ ELECTRICAL ELECTRICAL SCHEDWLE Circuit Be Circuit Description Cir No. Breaker Size Wire Size Remarks Circuit Description Cie No. Breaker Size Wire Size Remarks General L General Lighting f 15 Amp 14-2 W/G GFI N/P Rnage Hood 17 20 Amp 12-2 W/G General L General Lighting 2 15 Amp 14-2 W/G Dishwasher iB 20 Amp 12-2 W/G " Bathroom General L Bathroom Recept. 3 20 Amp 12-2 W/G Bath GFI 19 General Lighting 4 15 Amp 14-2 W/G Sm Bet Furnace Swith 20 2D Amp 12-2 W/G - General L General Lighting 5 15 Amp 14-2 W/G Clothes Washer 21 20 Amp f2-2 W/G Bathroom Bathroom Recept. 6 20 Amp 12-2 W/G Bath GFI Clothes Dryer 22 30 Amp fo-3 W/G o Appli Appliance 7 20 Amp 12-2 N/G Din Bin 23 ADpli Appliance 7 20 Amp 12-2 WIG GFI Rm Garage 24 20 Amp 12-2 W/G GFI W/P AODIi Appliance 9 20 Amp 12-2 W/G GFI General Lighting 25 15 Amp 14-2 W/G Z Appli Appliance 10 20 Amp 12-2 W/G Refrig Bathroom Recept. 26 20 Amp 12-2 N/G Bath GFI General L General Lighting It 0 Amp 14-2 W/O Arc Fault General Lighting 27 15 Amp 14-2 W/G m General L General Lighting 12 15 Amp 14-2 W/G Are Fault General Lighting 20 15 Amp f4-2 W/G m General L General L General Lighting 13 15 Amp 14-2 N/G Arc Fault General Lighting 29 15 Amp 14-2 W/6 uWe r General Lighting 14 15 Amp 14-2 N/G Arc Fault General Lighting 30 15 Amp 14-2 N/G Exterior Exterior Recept. 15 15 Amp 14-2 W/G GFI W/P General Lighting 31 15 Amp 14-2 N/G d Electric Electric Range i6 40 Amp 8-3 N/6 Elec. Whirlpool 32 20 Amp f2-2 N/G GFI Whirlpool 33 20 Amp f2-2 N/G GFI Whirlpool 34 20 Amp f2-2 N/G 6FI CIt f3 f3 I DECK cIR 12s 6IT 129 I CIR 029 Gig f299 4 W 4'-9' 6'-0' 4,-" U \ _ j~ CIR l30--- - . - OR f30 o \ CIR 130 -.-.-.I c0 U FAMILY R00 ~ nR f2s MOULT WALL I Z /CIR 125 C I R 12 61R1 j < m U LIR l7 LIR 17 = GFI IS to SERVICE / '15L4 -y 1--~-' I y. I( V B, CIR if _ w 8 w z I :IR fB 616129/ o d o w d o L9 CATION L ! 15 1 m 4 1 BREAKFASTS. - \ IR15~ \ 4'-0' „CIR 77 I CI ~ \ I I Ir-y ~ IBM It 725 ROOM DINING ROOM ICUR 125 \ GFI 19 45- \,\\117 CIE t5 CIE 151, I+ 7'-10112• ~i \ I U CL U " ~ O I i'-eur I I I I I #ZtC~ CIR 3'-0112• clR4as I I 4'-9' I 3 6'-0' 4•_U• II lA'-0• 1 I I I fly GFI 19 III K I T G N E N NIGH IN CAD IR 725 i I / 195TALLED DY I ~I _ I `r F-i --1 CIR l5 59I1DER GFI !9 016H IN 679 I CIR 130 CIR 190 68136 \ INSTALLED BY % CIR 17 I Irv GFI 19 IR l5 .1 ILIR l5 II I I CIE 725 i / I r BUILDER GFI 19 J,' I ` / \ \ ~ ~ I ~ IIRf2k I •-5I12 ' ye-D• 6'-2 112• 6`5 112' - slR I I 6NIi(B 1UP I CIR f29 I 611 f29 Yv-6IR f29 1 CIE 125 \ CIE 12 \ I HIGH IN CAB < u DU INSTALLER 79 _tlR iii. CIR/5 Fig CIE 15 CIR N CIR N NON-OE016BO1 PAtE0OE h r DUK. lu © TRIITB1AllE CIR 17 '3© CIR 17 61R {B WYAfN, la /+LL _ I CIR l4 fl#EaI sreulo mul. m DETECT-RONOxIEE w 1 ~ DETECTOR tASEdlYawllUE - - - - - - - - - - - - - - - - - - - cull Gig 7~,~ " LIRn CIR 12 MIIDIROOM MWDIROOM -----'i I o CIR 124 @ LL _ 1 LIR 11 2, j I FURNACE 5HOI-OFF - - 'I CIR f24 w . N z ~ m _R CIR f4 I SWITCH CIR 120 6'-0' CIR 11 CIR 71 \ : II- CIR 42 I• \ ~.u tIR B n G R l2 it 122 n II i U \ < O) OC V OC II N~ C m C D LL B'-I• j ~Y i tlR h\ i I n :C//\//\vj j GARAGE I ( I a` \ % i' I L I III I CIR 024 OUR 124 L I V I N 6 ROOM nR42 ~ ~ tIRl21 II I ~ I ~ a°s ~ CIR 72 ICI ~ I / \ \ s'-IB su FOYER II I\ l / \ . L u 1 618 124 IC-0 N CIE 12e CUR 12 / W n / R it CIR 71 CIE f4 ` - CIE CIR f24 ~ ~ ,tLIR 04 " DEN 4 % A 4'-0• I I'-0' GIR I1 CR71 dd \ / ~ IR 12 CIR 12 333555"' + BATH 04 44 BATH 04 I 11 • vq " .a a CIR 41% E~RANCIIRIM % I GFI 72G i On 126 y'CIR 124 v PORCH COILED WIRE FOR PORCH l LIGHTS CIR 151 (HD) I I r .4 M .124 I_ r l I i. 0~ Y 44 COVED WIRE FOR PORCH i/ CIE 721 i_ CEILING FANS CIR 431 (MP(_ -i I m n n n n n El ck,~ i I OF Nt:W yy pd Y O N 5 Qp1Y ~s 9,F fC O n FIRST FLOOR ELECTRICAL PLAN G 11' 1 °n "TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDOEMENT" ~ r CEILING FIXTURE aspp 074 52 ( SINGLE POLE SWITCH N TELEPHONE JACK DUPLEX OUTLET CEI L] THESE PLANS (AND SPECIFICATIONS) ARE IN COMPLIANCE WITH ENERGY +FP THREE WAY SWITCH F* TELEVISION/CABLE $ SWITCHED OUITLET WALL WALL MOUNT FIXTURE N\- WIRE FOR PADDLE FAN FESSION CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE, 2002 EDITION. PULL CHAIN FIXTURE NOV 1 3 2006 COMPLIANCE 16 DETERMINED BY THE USE OF MECthack, COMPUTER SOFTWARE--69- FOUR WAY SWITCH WEATHER PRO)OF OUTLET - - PULL DEVELOPED BY DOE, AND CONFORMANCE TO GENERAL PROVISIONS OF Tfl-' DOOR JAMB SWITCH SERVICE PANEL GROUND FAULT OUTLET FLUOF FLUORESCENT FIXTURE CHAPTER 5, SECTIONS 502, 508. 504 AND 505. c 0 SMOKE DETECTOR BREAKER PANEL 22OV OUTLETF ® RECE. ® RECESSED FIXTURE THIS DRAWING IS THE PROPERTY OF. \ WIRE FOR PADDLE FAN AND SHOULD DE USED EXCLUSIVELY INDIVIDUAL,(Alcrata) MODEL PLANS DERIVED FROM THE SYSTEM AND 0 CHIMES ? EXHAUST FAN CABINET FLUGRESENT T TRAC4 T TRACK FIXTURE T W/ LIGH KIT BY HAVEN HOMES. INC. w, SUBMITTED TO LOCAL CODE ENFORCEMENT OFFICIAL IN CONNECTION RECESSED EYE BALL EXHAUST FAN W/LIGHT EXTERIOR LIIGHT (WP) M UNOEF UNDER CABINET FIXTURE HAVEN HOMES. INC. RESPONSIBILITY ? n I1 01 WITH BUILDING PERMIT APPLICATION SHALL BE ACCOMPANIED BY A SMO E-CAABO mnoxzo 'tea HOLLWOOD LIGHT LIMITED TO FACTORY BUILT PORTION Luu~ MECeheck REPORT (INCLUDING THE INSPECTION CHECKLIST) GANG BOX SWITCH (D THERMOSTAT oerAC oq caMet uanoN 'bad HOLL4 ONLY. °s N z 0 m w ~ N I m ~ r I r----111 ' II 1 Ij----~~ I I i----~I I II I II I I I I ~ I I z z I ' II III I ~ I ~ I I o II II I I I i I I I II I I 1 I ~ I ! I I ~ ~ II II I z Ii II ' II I I I j I oz m z I I ~ I I I _ w m o _ ~I-__-__-__i__-__-_I__i-___._-_ir_.__. o w z c o Gig 112 Ij EIR i27 0 1 I GIR 112 4 BATH 18 II EIR @7 p (i. Gil; I3- \ c1R,29 WALK-IN BEDROOM 2 j ' I ~ I I I o°c o Y 'm" 0 0 I ~ I v y u 1O ~ m ~ CIR r1z 6L05ET ? IR 112 o I1 cIR 12 CIR i5f ° ? I I~, I ~ I I I I 4-0• 7 10• 5-2 I I BATH tl CIR 127 CIR 112 GFI !5 \ - LJ CIR 129 II % I I I I ~ i t I ~ I ~ I I 112 CI 1 GIG i29I CIR 112 q - I I I I I I I I ' I I I I ° \ ~ GIR /4 0R III I SIR fll 5'-9112' V-1 V R /4 GIR 14 5'-Ip• -B 112• 5'-9 112- ATTIC lIZ I ATTIC LI01 1 © I CIR f4+~ / _ P iIR w i4 CIR 14 i-_-__~i/ Gig Oil CIRI IPI CIR 112 CIR 14 `r Ewif ct IR 21 O O nRf4 14 nRm 12 J 12 EfR%I2 NON-NEOICBTW IR 114 © - \ 15'-5112' / ~ ~ my o ~ II I m z z ounET NOR rot I I \ c 2I / AN. INSINILEO ~ w. Nz O CRWN-1110110E % \ / ' CIR ll1 E o / OEIEtfOR /iCIR fll i / CIR CIR 127 . pD U W / CIR 127 I m pmp'"~pN ' CIR 113 CIR 113 ( CIR 114 IC% ?F BATH Z BONV5 ROOM 14 CIR 14 ~ I / / CIR IR o ® / / CIR 113 CIR CIR 121 C11127\ 61R74 a \ BEDROOM # I CIR ONLY I\ CIR 4127 IH ONLY GIR @7 G 1 Gig Its - - - - - - - - - - - - - - N v 010 ONLY CIR 127 CIR 127 CIR f2 CIR427' 61k 115 i'/ ? p it fit CIR Im p ? 'i _ _ CIR 127 m BEDROOM # 4 =11 WALK-IN cIR n1 5'-10• N'-0' - III 6L05ET _ BEDROOM #B o ~ tai 0. 5~-t l' 4'-O' • °'i u~ 4IIRf CIR 121 .4m CIR 113 CIR 113 CIR,14 CIR lit CIR f11 I- ~ V a U SECOND FLOOR ELECTRICAL PLAN Pam ,a w r" .lP~EpN M.~E L9~ a ~O q-- 5 N" Fb O '°i n- SINGLE POLE SWITCH N TELEPHONE JACK gE DUPLEX OUTLET CEILING FIXTI -ILING FIXTURE 4LL MOUNT FIXTURE ` WIRE FOR PADDLE FF.N m~ aess THREE WAY SWITCH F"" TELEVISION/CABLE SWITCHED OUTLET WALL MOUNT F: JLL CHAIN FIXTURE FESSION (fl- FOUR WAY SWITCH WEATHER PROOF OUTLIET PULL CHAIN F. _UORESCENT FIXTURE v V--- NOV ] 3 4~-' DOOR JAMB SWITCH SERVICE PANEL ~ GROUND FAULT OIITLE"T --FLUORESCENT I MESSED FIXTURE WIRE FOR PADDLE FAN THIS DRAWING IB THE PROPERTY OF, (D SMOKE DETECTOR BREAKER PANEL B@rg 220V OUTLET ~ RECESSED FIX' SACK FIXTURE W/ LIGHT KIT AND SHOULD BE USED EXCLUSIVELY © CHIMES Q EXHAUST FAN CABINET FLUORESIENT I TRACK FIXTURI NO w ER CABINET FIXTURE BY HAVEN HOMES, INC. 61 x RECESSED EYE BALL EXHAUST FAN W/LIGHT ' EXTERIOR LIGHT NP)) B UNDER CABINE .rA SMBI<E-CARBBN MBNBXIDE $'rr HGLLWODD LIGi GANG BOX SWITCH D THERMOSTAT ® BerecT0 co BINATION OLLWOOO LIGHT HAVEN HOMED, INC. RESPONSIBILITY D n 11 N LIMITED TO FACTORY BUILT PORTION ONLY. B IA' muRRP a4~ ? CMBNf DlI y~- u f U1116' .pN pq SRN h ql YAHS CI T1P ffdp?W JDl ?B a MNS Ar ENN NAu. If N g mm Im Z O N m~HllDB 2't b' Simi "NAR E W RP ~ 0 RIDGE VENT PlIPIED LIMA UNDUE V NT ON ITS 005E 51TE INSTALLED OY THE IRTEI OY THE LIMBER NONE$ NET tiff NO OF PANICS SAIFrE LOOSE fM DAY FACTORY (2) 101 HAIM; EARN SIDE 511E 1 TAX. p BY MINE DAVIS 01 F. R H A N G D E T A I L IRA DAY FACTORY USTALLE NpM6 SET MEW IN Rl1P W U / W O T~ MANTRAS SAIWAES OVER W RIVAL UNOERAllFNT OVER O U 112' PLYWOOD [BUD SNFARIPT w p~ K y~ Z L5 L SIZE IHS WINDS RIDGE YEXf 5111ffN 1005E 511E INSOLE 6 BY 1OD HAVEN IMES SEI CRIW ROOF FANEL5 54IFfED LOOSE Slit IONIC fj. S. Z O ' VIVO M 's W m O YM NN! SET 4R0Y w ~ ~ n U OWE INSIALLFO BY THE MVEN 121 (2) IN MILS EACH SIDE H PER DAY FACTORY I NSIA1I H51E55Ft [KIM INt to ELEVATION V5E~ Ill RNF PIILH S 1 o <mz 1.00112 IMrnAtN MAINTAIN 2' CLEARANCE W z R-SA FIkr6U6 kIlIX61NSBUIIfN U-SB fAfAfS MAR FLOW m N w 3~ K J kIIIXS INSUNiIm O f wow J 2v6 LEILIIII JOISTS I6' D.C. SIT F2 !L F u °z o ALUMINUM RIP Eva d m O 12' Dim 112' PIA. BOLTS 511E INSTALLED EAULA 101 PLAT ALUMINUM FASCIA DYER 12' ORYMII Y 111E HAVEN HUNTS NET CREW ? OVERMRNO IM MY pppp AE MISS EOLATE DIV 12 N D'-0' MAXIMUM NAtING A CONTINUOUS SUB-FASCIA AEFM 10 FLOOR TIAN 112 DRYWW VENTED ALUMINUM SOFFIT OR QUANTITY AND d FIIENW SPURRED OVER IA-Ia FINRGUS RAIL * TIT rLYMOARNOE 6NEM1iHVNG SIZE OF MICRO-LAM BEAMS NN LIN6UUt10N WITH IVAPOK PARKIEt 216 EXTERIOR BIDS PALL 112' rLYWOOO 861111113 m tl 16' O.C. SPF BIDS fUp GRAD 20 MEE MAIL OIL m e ° TYTEX AOUSEM(Ar 1 $1 INSTAL 0 e MAIN 2,6 NTEN 112' FIYNOD OVER 12 NA A 'm SPF 12 PLYWOOD FLOOR SV5i TIT FLYNOOP OVER oto. 112' PIA. DOLTS SITE INSTALLED SEE ELEVATION FOR TYPE AFfk 10 E F10N151~ Fk MY SITE INSTALLED fU tDk AT1ONllFll MAIN A N 2' CLEARANCE FY 111DIZIZ N AIR FIPN -CEILING INNIATIN L777-- 11E IAVEN LINES SET CREW OF SIDING DEING USED 6y` • WINN RACHO CAUIR BOTTOM RATE 2110 FLUOR JOISTS I6' O.C. SPF 12 U) X ALUHINBW DRIP ENE [go J0151 SNIr OF SHEATHING SNIFFEP O IZ' PRYNAII 112' DIA. DOLI6 SITE INSTALLED CAULK IOW PLATE AL mama FASCIA OVER 1950LATE AROUND THE MVEN 1NWI5 SET CREN A CONTINUOUS SUKA61I6 ERIWETER 12' DKYM 112' DIA. BOLTS SITE INSTALLED CAUM TOP PLAT LOOSE SITE HIRALED BY 12' DRYWALL THE BOLDER FOR IN I5 AREA W F Y IM NAYEN NOME, NET LREf J V 6-0' MXINN SPACING OEPEIIDING ON UNIT WIDTH POODLE 226 TOP 112' Dimit DOUAIE 216 IoW D'-0' MXIYIN 6PACIP) W OYEMANG MY BE FLIPPED LATE 5rf PI DENIED ALDRINN SDFFlT LATE SPF 12 UV1 N N K-IW FIOERGLAS WALL 215 MARRIAGE KALI MR 112' PLYPOP SHEATHING UT BRITAIN O m IN, w 112' RYWwo SHEATHING F., N Zz oV,, IN59LATIZN NI f11 2,4 MARRIAGE KALI q c 2x6 EN1ff109 toUD WALL VAPOR HARRIER 16' O.C. Boom GRADE c I6. O.L. RF SUO GGD CIA J~ w N 3 N< Y TREK NNSENIN 11-10 1SUFIDENUS Watt R BION WITH 211 MARRIAGE WALL m ItN 216 EXTERIOR 511X) NAIL u O t W u fr I6' O.C. SPUN GRADE a 16. O.C. SIF SIND MAD m 2 o NOUN o "5 0 1-~ F _ uAPOnroll eARR1Ea RE TYPED HOUSEMA 2x6 BOffN TIP' PLPoWN OVER HIS. TIT PIA, N115 Slit IN51WED SEE ELEVATION FOR mE LASE SfF K III- FP FLOOR SY51F11 Y THE MVEN HERE 6EI CREN OF SIDING BEING USED 112' PIA. DOLTS SITE INSTALLED SEE ELEVATION FM TYNE 112' PLYWOOD OVER 51B' THE HAVEN HN56Ef CREW L MgLUM SPACING CAULK DOTTN FIAT PMR Haltom 112' fLYWON OVER H IO IAIE SPF /2 rLYMOD FLOOR 5Y5T1 R100D FLOOR SYSTEM 8Q. WHILUM WINS tnuu BOTTOM FEW OF SIDING BEING DUST) 200 FLOOR A1515 16' 81. Of /2 2 mmum STRIP OF SONATHIHG SHIREP 2110 FLOOR 10151S IN' D.C. Off l2AfVj,`jn_AAM IORNATE A'OUNP NNE 511E IMTALLEP DY 112' DIA. DOLES 611E INHAtLEP CAULK TOP PIAIE THE NOR FOR 1X15 AREA ERIIEIEk 12' ORYM!! Y 711E HAVEN HHHS 5E1 CREW NIB FIHENlAS INSUlAi1N E AiION EENRR BENT tON516f, OF HIS TIMOR 5 FP I6D o = N DOUBLE 2F6 TOP 6'-0' MKIHBM SPACING IWEEV61ff 16 AMEN DYE MTf fifF k THE DOI EVER 112' DKYYAL HIFRO (D) 2YI0'S GLUED AND NAllEO I AND SITE INSTALLED Br PM EANI MOUIE FOR A iMAI I DY IIIE DINNER AIL GRADE y OF 161 2YI0'e MIfN Ig0ULE5 ARE BRDUpf 1dr~iNER ~ 112' PLriNP 51EATHING ED SEE )PURPOSE 04 r 10' 60 CR SONY If OR POURED ,Q tawN lA0 DOpN r0 I CONLFETE FOUNDATION PAR - TYPICAL 04 e 6MOIE ON A-5 CENTER DEN til CENTER BEAM BY INF BUINM IETAL PIPE NNM - R-1B ikER6lA5 WALL 4 W PN MRRIAX MU 226 EXTERIOR SIN MIL MYT INSUUflow WITH 16' O.C. STUD HENRY I6' O.L. 6rF STUD END a' SEE FOUNDAiIBN IIAN 'aa FOR QUANTITY AND SPACING I AND MTERlROBF VAPOR BARRIER _ mEK Nusmnr FOUNPAlION WALL PELON GRANS I.a IQ F - jig ~u 2x6101TN 112' FLOWN OVER 516' 112' DIA. BOLTS SITE INSTAILN off ELEVAT141 FOR TYPE = P CBNCREIE SIAD DYER ONCREIE STAB OYM CONTINUOUS CONCRETE LANE off 12 PLYWOOD FINK SYSTEM r THE MAVEN HOPES SET CREW OF SIP116 BEIRG 05E0 GRAVEL N LRUSIIEO SWUE MXINUN SHANKS CAULK NIKON PLATE It EL Ok CRUMIEO BNM TOUNOATIdI WALLl F ' u 2x10 FIND MISTS 16• D.C. SfF 12 ,R OF NEVI. y l All 0 eJPN M. TgpgA_~9 R-I@ EI~RGV01N6U1N101 LfIII NA61 CONSISTS AT WANG SIZE IN3iAllW YI III MONT GNR IER INIfPED 131 2X10'6 OWED AND NAILED OY 1NE GU60R U A ;NEE r s JIM- LOOSE SITE IE6TAllED OY Pit EAEII NODULE FOR A TOTAL FAR DIAFNRA6YI. ROOF BIER TO 20A TV's CEILIIU 10151 THE OUILM OF 161 2X10'6 WHEN MODULES ARE 6RODGNT TOGETHER pp HIE' COX OR 4036 (2110 - ERN Q FLY LLIf6 0 EDGES LDECREIE MONT UNIT ORATE ED N MILO 06` U.N.. 12` F.N. OR 5 0 EDGES S IROVIDE 112' PON CMRIAOE UYU OOHS PER RAFTER 10 IEILING J-0; # * M n, ~a'4O (EILIV ARE AFLNNME I CONCREIE FEDERATION WI ICAL 1116' A E' N 166 66 STAILE601' F.D., O' F,E. W "s.. SCHEDULE EN 004 A-3 COUNT LAO EOL E0 TO JOIST OE 10f IL F, N. PROVIDE 1 114- S IA• 0,010•D51RAF TOPAOF EA. CEILING 101St f0 ' U= O m _ CENTER ID BY THE DOIWfR I FETAL CITE COLUIN RIME 6NEARR:306 flF 1 231 flF © NSL IA PLATE OVER REI 014252 LI a Q-~ GEE FOUNDATION Full FOR AUANtItt AND 6fAEING k5 . I ?AREE FOOND ANO WALLIR0L FN01 NA10 EA PROVIDE (5) TodrTOR NA1l5 IT EA. ENDIOF IfILING J0157101DS11?/ /IAIE ~55101'1P~'~ XX FORNONHD MALL AfLNI GRNf II2' RY 10 NEAR. Y, LOX OR 060 (241) -FYI 11 T6G EDGES N 1 TAG EWE551 PERI 1ER ROOF RIY 40NIECTIONi 3 2006 F.N. NN. ?i PRWIOEIfi1NAl1500'-S•O.LIROOfDIAPHRAYRIYLONNEtTION THIS IS NOT AN ACCURATE REPRESENTATION F.N. 2 , OF FINAL PRODUCT. FRAMING MEMBERS ARE O DOfIlIM 74 l FLY: 0101! E6' E.12- N. F.D. 7116' 6 2' X 166 66 STARTED 01' F.N., D' F.N. G0 LRf 61A0OVER 1' CONIINUOU3 L@NLREIE GRAVEL OR LRU6NE0 STONE ~ FOUNDATION MALI FOOIIIG Al1MMLE SNEIRR = 37E NET / 260 RF EDITOR .61mrsDOD• ISTA12 ap~IT R Go• o.D. MLL 5mo to FlR e1u 5UBJECT TO CHANGE DUE TO UNFORESEEN LOADING REQUIREMENTS ANDIOR THE IERIIETER 201 FlF RIY C01 f4TI0N PLACEMENIIADOITION OF A ROD? BOY. UNIT O O°-® NOYIOE 112 DINX TIYU WLTS 0 S'-0' D.C. ALONG RRIIETER 2nd NR RIM THIS DRAWING 19 THE PROPERTY OF, 1RIM SAND CONNECTING 201111 RIM TO Ilt HR'E CE ICING RIM 1016T, AND SHOULD BE USED EXCLUSIVELY NOTE: DETAI15 ARE 51MILAR BETWEEN TH15 SECTION AND 10 FROFIDE 151 HARD 04. O,C„ TB, SUPPLIED AND SITE INSIALLFD BY BUILDER BY HAVEN HOMES, INC. w All OTHER5 INCLUDED IN TH15 5ET OF DRAWING5 KIM x SdA11CMINEL To FN KIM TO FOUNDA1101 SILL, HAVEN HOMES, INC. RESPONSIBILITY rO 11 m II ROFIDE AN D 0 S' YS LIMITED TO FACTORY BUILT LT PORTION GURLIFD AND SITE 511E INSTALLED lND BY BUILDER ONLY. I UA' mAlElm CNINAR BmA ~,p•~ u 1 W116' .019Iw 9 SHAW 4w mN5wlm z ff 6IlNG ~L9[}m m NINS Al Dl11DA2. \ IRNNm N wnESlw z ~ IsMI N IXm1EAN 2'9 b' SNAKE T2b'x b' wEFAm1A N a u OVERHANfi DETAIL m SCIIE W U No RAW PAFTEI W O 16 O.C. 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FRAMING MEMBERS ARE SUDJECT TO CHANGE DUE TO UNFORESEEN LOADING REQUIREMENTS AND/OR THE PLACEMENTIADDITIOH OF A ROOF 60% UNIT THI5 DRAWING 15 THE PROPERTY OF. AND SHOULD BE USED EXCLUSIVELY I~ BY HAVEN HOMES. INC. w 2 HAVEN HOMES. INC. R 1BILITY 11 N LIMITED TO FACTORY BUILT LT PORTION 1C-' ONLY. I I FLISIIIN6 MAS WiGF A IMF ROOF ~'fL ~FLl91ING ~FLASNING 1f 5HING I ~3y r 3 ~3. 3 , --Z6 LNG .I~FLASNING N Z O 3' f 7' to IIr(/ If FINISHED I 'ISLAND SYMU I I I I 1 I I I I uRE it I 1-U2' I 1.112' j x-f-f/2' 2' I,-1-1/2' I~-1-1/2' I IV- I I I I ~ I f I -1-112' ART WATER LIMES-____ _ - f f' P f ~ I I I I I I I COLD WATER LIIEG--- I 2 FNAAff VIN,, I 3 I I I 1 1 3' -1.1 I j 3.1 I ~ PLUM frill iA56ID I I j I j 1-1/2' 1 1-1/2' I 5ANI21EE I SAKI IEE i AANI TEE *T 1.1/2• 1 I 1-1/2' 1 I SAM TEE l I j f-I/2' I I HASTE LINES i IBM TEE LEGEND SANI 7 ~N, TEE EE 1-112' 1 1-112' j j j q TARP 2 4 TRAP 2 2 5 4 SECOND A. VANITY AWj FLOOR 2. RATROLOET Z Z 3 3' I 3 2' IA LINE 3. 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ALL BRAIN WASTE AND VENTS a PVC DEILINS PLASTIC KIND LOLL OR MUNICIPAL t" LINE CODE REOUNIES DIREMIISE. O } 3. ALL NMLS NOT TO BE SUPPORTED J AT INTERVALS BI TO EXCEED 4'-0' Z 4. SLOPE DE HORIZONTAL DRAIR WASTE AM VENTS AT 114' PER roof HINIM. W M J l 1 1 5. INRUNNING G B DEIGN FIRST NINA DE BUILD- u [NS TO RE J TO fJNNEMO BY INSURER. AD to q 2 q 2 2 5 4 q SECOND 6. CLOTHES RAIDERS TO HAVE BA*IGW m z u EARN TREASURER. w LINE <P- ti N< UC } 1. 2' FORCE VINT TO WHERE FLOW m Z o m C ~ c F AID TAGGED AS INDICATED W MR. /2' 3/4' 8. ANTI-SCALD DEVICES AT SNWEMM p i 9. TNT NATEA NEATER APPLIES AM SITE INSTALLED BY TIE DIVIDER I 8 1 I I r m N r I ~ m 12 5 6 2 FIRST @ 3/4' LINE -__`3/4' 1~~n N T n w „ TO DMESTIC r2 ca.A WRY AM gq m I6 13 uuex'n t Jill KDOR LDE OF NEpj 9 2 apN M. 7qy k"p CY" ~Ff 9f~ O .'"a * * r DOMESTIC RISER DIAGRAM G lI ~ r, ~ _ w a 014251 ~~FESSIONP~' IV 3 2006 THIS DRAWING 15 THE PROPERTY OF. AND SHOULD BE USED EXCLUSIVELY BY HAVEN HOMES. INC. w W S HAVEN HOMES. INC. RESPONSIBILITY I~ LIMITED TO FACTORY BUILT LT PORTION ON ONLY.