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HomeMy WebLinkAbout37907-Z SUEp�tK Town of Southold Annex 9/2/2013 P.O.Box 1179 54375 Main Road o Southold,New York 11971 4%O1 CERTIFICATE OF OCCUPANCY No: 36481 Date: 9/3/2013 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 65390 Route 25, Greenport, SCTM#: 473889 Sec/Block/Lot: 53.-5-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 5/25/2010 pursuant to which Building Permit No. 37907 dated 4/3/2013 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with unfinished basement, front and rear covered decks and attached two car garage as applied for. The certificate is issued to Karol&Marzenna Flipkowski (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-04-0186 6/5/13 ELECTRICAL CERTIFICATE NO. 37907 4/1/13 PLUMBERS CERTIFICATION DATED 8/13/13 Karol Flipkowski lol Au o ized tignaffire TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY 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#: 37907 Date: 4/3/2013 Permission is hereby granted to: KAROL FILIPKOWSKI P.O. BOX 356 CUTCHOGUE, NY 11935 To: CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING W/ATTACHED TWO CAR GARAGE, COVERED FRT & REAR PORCHES AS APPLIED FOR.REPLACES EXPIRED B.P. # 35584 At premises located at: 65390 MAIN ROAD GREENPORT SCTM # 473889 Sec/Block/Lot# 53.-5-2 Pursuant to application dated 5/25/2010 and approved by the Building Inspector. To expire on 10/3/2014. Fees: PERMIT RENEWAL $581.85 CO -NEW DWELLING $50.00 Total: $631.85 1 'nag 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. 35584 Z Date MAY 25, 2010 Permission is hereby granted to: KAROL FILIPKOWSKI PO BOX 356 CUTCHOGUE,NY 11935 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING W/ATTACHED TWO CAR GARAGE, COVERED FRT & REAR PORCHES AS APPLIED FOR.REPLACES EXP. BP # 31885 at premises located at 65390 MAIN RD GREENPORT County Tax Map No. 473889 Section 053 Block 0005 Lot No. 002 pursuant to application dated MAY 25, 2010 and approved by the Building Inspector to expire on NOVEMBER 25, 2011. Fee $ 1, 163 . 70 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) PERMIT NO. 31885 Z Date APRIL 5, 2006 Permission is hereby granted to : KAROL FILIPKOWSKI PO BOX 356 CUTCHOGUE,NY 11935 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE, COVERED FRONT & REAR PORCHES AS APPLIED FOR at premises located at 65390 MAIN RD GREENPORT County Tax Map No. 473889 Section 053 Block 0005 Lot No. 002 pursuant to application dated MARCH 15, 2006 and approved by the Building Inspector to expire on OCTOBER 5, 2007 . Fee $ 1, 163 . 70 �i L�r�•� L�'���i� Authorized Signature ORIGINAL Rev. 5/8/02 Form No.6 ` �( (� TOWN OF SOUTHOLD I C BUILDING DEPARTMENT I TOWN HALL AI t, 14. 71 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be.filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(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 io April 9;1957)`non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector'-shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$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 $15.00 Date. New Construction: (/ Old or Pre-existing Building: (check one) Location of Property: 65-9 90 6125U/7 04 House No. Street Hamlet Owner or Owners of Property: r0i ;7-/ llJ c�c�.5�a Suffolk County Tax Map No 1000,Section � � Block _ Lot 0 Z Subdivision ' Filed Map. ? Lot: Permit No. �J J7?0/-% Date of Permit. Applicant: //L'I-pl4z,�,���W'� Health Dept.Approval: 060S`/ � Underwriters Approval: ' Planning Board-Approval: . Request for: Temporary Certificate• Final Certificate: (check one) Fee Submitted:$ d 00. Ifn Applica t Signature S�FFQ�� Town Hall Annex Telephone(631) 765-1802 54375 Main Road o :� Fax (631) 765-9502 at P.O. Box 1179 cow�, • Southold, NY 11971-0959 ��jQ! �,�p! roger.richert(a)town.southol d.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Filipkowski Address: 65390 Main Rd City: Greenport' St: NY Zip: 11944 Building Permit#: 37907 Section: 53 Block: 5 Lot: 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: as built DBA: License No: SITE DETAILS Office Use Only Residential x Indoor X Basement X Service Only Commerical Outdoor x 1st Floor x Pool New X Renovation 2nd Floor x Hot Tub Addition Survey x Attic Garage x INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 54 Ceiling Fixtures 1 HID Fixtures Service 3 ph Hot Water GFCI Recpt 11 Wall Fixtures 6 Smoke Detectors 6 Main Panel 200a A/C Condenser 1 Single Recpt Recessed Fixtures 48 CO Detectors 2 Sub Panel A/C Blower 1 Range Recpt 40a Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt 1-30 Emergency Fixtures Time Clocks Disconnect 200a Switches 44 Twist Lock Exit Fixtures TVSS Other Equipment: 4-exhaust fans, 1-hydromassage tub Notes: Inspector Signature: Date: April 1 2013 Electrical Certificate.xls - f Town Hall Annex Telephone(531)•765-1$02 54375 Main Road Fax(631)7f 5-9502 P.O.Box 1179 G . Southold,New York 1.1971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD .CERTIFICATION Date: Building Permit No. j 790 7 - Owner: WC r 01 CU,".T5/�l (Please print) Plumber: (Please print) I certify that the solder used in.the water supply system contains less.than 2/10 bf 1%0- lead. (Plumbers.Sik=-tyre) Swom to before me this /3 day of -� 20L3 k_ ' Notary Public, aUW&t, County Eve L.GATL-SCHWAMBORN NOTARY PUBLIC,STATE OF NEW YORK Registration No.OIGA6274028 Qualified in Suffolk County Commission Expires Dec.24.2016. OF SO(/l�o co TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ' FO DATION 1 ST [ ] ROUGH PLBG. P FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: - DATE INSPECTOR • �O OOUMV,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FO NDATION 2 [ ] INSULATION [ FRAMIN 'STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR OF SO(/l TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] F 6NDATION 2 [ ] INSULATION [ FRAMING STRAP G [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE �+ INSPECTOR coum, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FO DATION D [ ] INSULATION [ FRAMIN / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS. � n 1 DATE INSPECTOR s OF SOUTy�I 0 courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ROUGH PL13G. [ ] FO NDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION G�27 �f REMARKS: All r< � T r A DATE 3 L(o INSPECTOR OF SOplyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [v]-ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: �' -��..�✓z G - DATE INSPECTOR SoVlyOIO p-7 ��y�OUN(Y,Nct� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU H PLBG. [ ] FOUNDATION 2ND [ NSULATION [ ] FRAMING / STRAPPING [ ] FINAL [, FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: c DATE © INSPECTOR 3`7 C �pF SOU 10` 7 courm,� TOWN OF SOUTHOLD BUILDING DEPT. -- 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSU ON [ ] FRAMING / STRAPPING [ " FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT619, CONSTRUCTION [ ] FIRE RESISTANT PENETRATION f L REMARKS: ` I / / n7 ti DATE �� l INSPECTOR ��OSO(/l�3,7 ,olo 6) Q` TOWN OF UTHOLD B G DEPT. 765-180 1 N N [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN L [ ] FRAMING/STRAPPING [ FINA [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRIC L (ROUGH) [ ] ELECTRICAL (FINAL) . REMARK f - . DATE INSPECTOR SO(/Tyo� /� �'YOOUNi'10c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION- I FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) REMARKS: DATE / INSPECTORzugz�___ 770 �q SO(/Ty � o cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSUL [ ] FRAMING /STRAPPING [ I L [ ] FIREPLACE & CHIMNEY [ ] FIRE INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: c DATE INSPECTOR F MLD INSPECTION REPORT DAU COMMENTS • 4 FOUNDATION(IST) y ---------------------- - --- + �t FOUNDATION (2ND) t4 z CIO ROUGH FRAMING& of PLUMBING Gf/ S � INSULATION PER N.Y. y STATE ENERGY CODE d 0 r FINAL ADDITIONAL COMMENTS �JO 1 �G "21t, a Z T Z7 c t y z 0 t4 } O .y sx d G � — b � y TO" OF SOUTHOLD ILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL MAR 1 5 —Board of Health SOUTHOLD, NY 11971 i —4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502, ------- —Survey www. northfork.net/Southold/ PERMIT NO. Check Septic Form —N.Y.S.D.E.C. Trustees Examined 413 2*00k Contact: Approved 20_Qf,_ Mail to: Disapproved a/c Phone: Expiration 200 Building Inspector APPLICATION FOR BUILDING PERMIT Date 20 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. (Signature of applicant or name,if a corporation) tk 1 65 ?0 bo/� 3546 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises KP90L PILIPA1061,5W (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed>vork will be done: f.— VF- -7t) ffj House Number Street Hamlet County Tax Map No. 1000 Section 5-3 Block Q 5 Lot 02— Subdivision Filed Map No. Lot (Name) r 2. State existing use and occupancy of premises a uselanldoccupancyof proposed construction: a. Existing use and occupancy b. Intended use and occupancy 51 iV6I F tf did X DGif r_Z�1116 j 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 12.5, 000 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units I Number of dwelling units on each floor If garage,,n6mber of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front llm e 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 11 S Rear 9 S Depth 5 11-3 Height_ 26� Number of Stories 1l 2 9. Size of lot: Front / D Rear Depth ! 75, D7 10. Date of Purchase &6 ZOO ZOO2. Name of Former Owner �-MA040 IIR Et5F �R 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO 1/Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Xojrol Address Po bC 3S6 Phone No. 7,3q-c?/ O Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet 1 wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TO TRUSTEE D.E.C. PERMITS MAY BE REQUIR D. b. Is this property within 300 fe a wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF S,,f Fold I F I t�k w s kT_ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the co\—j (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this d ill .,.c. 20 0 (� e I�,/Z/'�_I i 5 V el"; ary Public Signature dt--ApplWant Bohn M.Judgge NOTARY PIJSLIC,state of New York (Jo.01 JU6059400 oualified in stiff olk County commission Expires Vlay 29,20�]. Board Of Southold Town Trustees �x SOUTHOLD, NEW YORK PERMIT NO. .." ..�....`..-J DATE: .August 24, 2005 ...... F Y R; ISSUED TO ......... KAROL FILIPKOWSKI ........................ .... ..... ............. . ....................................................................... . >� Ant I ton t the rovisions of Chapter 615 of the Laws of ° Pursuant.to p p the.State of New York, 1893; and Chapter 404 of the Laws of the. State of New York 1952; and the Southold Town Ordinance en- titled ."REGULATING AND -THE_PLACING_OF: ,13:ST.11M..:._,_, .. �. IN AND ON TOWN WATERS AND PUBLIC LANDS. and the REMOVAL OF SAND, GRAVEL-OR OTHER MATERIALS.-.FROM }' LANDS UNDER TOWW WATERS;'.'. and: in accordance with the Resolution of The Board adopted at a meeting held on Aug..24:;..•_•.:__ 2005 : , and in consideration of the sum of $.2.•50.,00......... paid by ~' Karol Filipkowsk.?4........:.............................................------.................... ...-.. a }` Cutchogue . .................................................................................... N. Y. and. subject to, t e of .. _ Terms and Conditions listed -on the reverse side hereof, of Southold Town Trustees authorizes and permits the following: Wetland Permit to construct a single-family dwelling, septic G 1 system, and pervious driveway with the conditions of the restor-; ation/planting of .a 50'buffer to the east,a..haybale line along Tarpon Dr. ,gutters and drywells to- ret in roof runoff n ll as all in accordance with the detailed specifications as presenfe�i the on inating application. depicted on the plan surveyed by John y Metzger of Peconic, Surveyors last dated Sept. 16 2005. IN WITNESS WHEREOF, The said Board of 'trustees here- by causes its Corporate Seal to be affixed, and these presents to ?� be subscribed.by a majority of the said Board .as of this dafie. crs. v � � Artie Foster James F. King, President �.`:` !`?';, Town Hall Annex 54375 Main Road Bob Ghosio, Jr.,Vice-President ` P.O. Box 1179 s Dave Bergen Southold, New York 11971-0959 John Bredemeyer - ,� ;{ Telephone (631) 765-1892 Michael J. Domino Fax (631) 765 6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0893C Date: August 29, 2013 THIS CERTIFIES that the construction of a single-family dwelling with gutters to leaders to drywells, septic system, pervious driveway and the 50' buffer to the east to be subsequently maintained. At 65390 Route 25, Greenport, New York Suffolk County Tax Map # 53-5-2 Conforms to the application for a Trustees Permit heretofore filed in this office Dated June 17, 2005 pursuant to which Trustees Wetland Permit#6195 Dated August 24, 2005 was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of a single-family dwelling with gutters to leaders to drywells, septic system, pervious driveway' and the 50' buffer to the east to be subsequently maintained. The certificate is issued to KAROL FILIPKOWSKI owner of the aforesaid property. Authorized Signature b�1 Town Huff hex AIL Telephone(631)785-1802 54375 Main Road rt�ewoi�oP.O.Box 1179 G ogecriche .ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT r TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: IlGt t-01 � �//6( Date: Company Name: Name: License No.: Address: Pa 8OX �5 56 Phone No.: . 6 �/-73�i �'/5 c7 3/ -��/- -7 o . JOBSITE INFORMATION: (*Indicates required information) cw_&� -- e4- *Name: L�(2 5/a *Address: ^3 90 car' l / r c *Cross Street: l,e D/ . *Phone No.: 6 33 73 els Z 63/7 dPP"6070 . Permit No.: j 7?0 -7 Tax-Map District: 1000 Section: 6-3 Block: S Lot: � *BRIEF DESCRIPTION OF WORK(Please Print Clearly) S�iL CIA�_"c&Z (Please Circle All That Apply) *Is job ready for inspection: OI NO. Rough In Final *Do-you need a Temp Certificate: YES! NO Temp Information(If-needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overlie d Additional Information: PAYMENT DUE WITH APPLICATION 8 82=Request for Inspection Form G oL- ` o�'�'pF SOUlyol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,New York 11971-0959 Ol� a0 BUILDING DEPARTMENT TOWN OF SOUTHOLD February 17th, 2009 FIRST NOTICE Karol Filipkowski P.O. Box 356 Cutchogue, N.Y. 11935 RE: 65390 Main Rd. (New Dwelling) SCTM: # 53. -5-2 Dear Ms. Filipkowski, Please be advised that your Building Permit # 31885 issued April 5th, 2006 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued before the use of the structure. To renew your Building Permit, please submit a fee of $1163.70; at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT q SOUr�o Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G • O Southold,New York 11971-0959 �o BUILDING DEPARTMENT TOWN OF SOUTHOLD FINAL NOTICE November 4th 2009 Karol Filipowski P.O. Box 356 Cutchogue, N.Y. 11935 RE: 65390 Rt. 25 (New Dwelling) SCTM: # 1000-53. -5-2 To Whom It May Concern: Please be advised that your Building Permit # 31885 issued April 5th, 2006 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued before the use of the structure. To renew your Building Permit please submit a fee of $ 1163.70: at that time we can Schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT Southold Town Building Department SUFFoc,�c P.O.Box 1179 �o�' o��• Permit#: 35584 54375 Main Road o • h Southold,New York 11971 Permit Date: 5/25/2010 Ql $a (631) 765-1802 Expiration Date: 11/25/2011 Parcel ID: 53.-5-2 BUILDING PERMIT RENEWAL LETTER Dated: 11/26/2012 Applicant: KAROL FILIPKOWSKI Location: 65390 MAIN ROAD GREENPORT Work Description: SINGLE FAMILY DWELLING . CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING W/ATTACHED TWO CAR GARAGE, COVERED FRT&REAR PORCHES AS APPLIED FOR.REPLACES EXP. BP # 31885 &�u `/VJ� Ll A FEE OF $631.85 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: KAROL FILIPKOWSKI Address: P.O. BOX 356 CUTCHOGUE,NY 11935 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 P.O.Box 1179 �o Gy Permit#: 35584 54375 Main Road 0 d' Southold,New York 11971 Permit Date: 5/25/2010 oy � o� `� 631 765-1802 sj� Parcel ID: 53.-5-2 Expiration Date: 11/25/2011 BUILDING PERMIT RENEWAL LETTER FINAL NOTICE Dated: 4/1/2013 Applicant: KAROL FILIPKOWSKI Location: 65390 MAIN ROAD GREENPORT Work Description: SINGLE FAMILY DWELLING CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING W/ATTACHED TWO CAR GARAGE, COVERED FRT& REAR PORCHES AS APPLIED FOR.REPLACES EXP. BP # 31885 A FEE OF $631.85 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: KAROL FILIPKOWSKI Address: P.O. BOX 356 CUTCHOGUE, NY 11935 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. '�Oyy THANK YOU, SOUTHOLD TOWN BUILDING DEPT. so�Tyol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road cn � Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 COUNT`(,� BUILDING DEPARTMENT TOWN OF SOUTHOLD May 21st, 2010 Karol Filipowski P.O. Box 356 Cutchogue, N.Y. 11935 Re: 65390 Rt 25 / Violation SCTM # 1000-53.-5-2 To Whom It May Concern: Your BUILDING PERMIT# 31885 for construction of NEW DWELLING 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 of this letter to submit a check made out to the Town of Southold in the amount of $1163.70: 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, Damon Rallis, Zoning Inspector Southold Building Department ?❑1❑ ❑Z9❑ *pF SO(/Tyol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 �c Southold,NY 11971-0959 CDUNT`l,� BUILDING DEPARTMENT TOWN OF SOUTHOLD August 12, 2013 Karol Filipkowski PO Box 356 Cutchogue, NY 11935 Re: 65390 Main Rd, Greenport TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) A fee of$50.00. Final Health Department Approval. Imbers Solder Certificate. (All permits involving plumbing after 4J1/84) stees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) , �1 Final Fire Inspection from Fire Marshall. 1 `J5 6rl Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT: 37907 — New Dwelling f 1341,6 TITLE NO: 06-7404-64628.SS-SUFF District: 1000 Section: 053.00 Block: 05.00 Lot: 002.000 Town of Southold Southold, New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE COMPANY hereby certifies that it has searched the records of the Suffolk County Clerk and/or the Suffolk County Registrar for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE COMPANY certifies that the above-captioned property has been in single and separate ownership of Karol Filipkowski and his/her predecessors in title since prior to 1983 except as follows: (see attached chains of title) The liability of the Company is limited to the amount of Twenty-five Thousand Dollars ($25,000.00). Dated: arch 28, 2006 FIDELITY NATIONAL TITLE INSURANCE COMPANY SANDRA J. GO ESKI Sworn to before me this 28th day of March, 2006 if of r-- Notary Public MAR Pubic State ofi NEow Yorke Notary No.01 V05032469 Qualitied in Suffolk counn.-Ibpeo Commission Expires August 29, TITLE NO. 06-7404-64628.SS-SUFF STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) SANDRA J. GOLESKI, being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM 1000-053.00-05.00-002.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 1983. SUBJECT PREMISES: 1000-053.00-05.00-002.00 Charles S. Sage and Liber 5146 cp 170 Vera Y. Sage Dated 3/30/62 To Rec'd: 4/2/62 Harold Reese and Premises and more Fred Reese Fred Reese and Liber 9358 cp 352 Harold Reese Dated: 5/13/83 To Rec'd: 5/16/83 Harold Reese Harold Reese Liber 12120 cp 866 To Dated: 6/27/00 Harold Reese, Jr. as Trustee of the Rec'd: 5/30/01 Harold Reese, Sr. Revocable Trust FIDELITY NATIONAL TITLE INSURANCE COMPANY BY: — 2121d d'4 Z'X SANDRA J. G LESKI Sworn to before me this 28th day of March, 2006 WAUX- Notary Public MARGARET VOLLMOELLER NOW Public,State of New York, No.01 V05032469 Qualified in Suffolk County¢J�� Commission Expires August 29, Harold Reese, Jr. as Trustee of the Liber 12212 cp 830 Harold Reese, Sr. Revocable Trust Dated: 9/24/02 To Rec'd: 10/3/02 Karol Filipkowski LAST DEED OF RECORD PREMISES NORTH: 1000-053.00-05.00-012.006 The Sage Brick Man'f'g Company Liber 2385 cp 598 To Dated: 4/6/44 Charles S. Sage as to 11/20% and Rec'd: 9/1/44 Bertha S. Garde as to 9/20% premises and more Bertha S. Garde, died a resident of CT on 12/13/59 filed in Suffolk County No. 178P1960, leaving Donald S. Garde, as residuary devisee. Donald S. Garde Liber 5017 cp 01 To Dated: 7/13/61 Vera Y. Sage Rec'd: 7/14/61 As to 9/20% Charles S. Sage died a resident of Suffolk County, leaving Vera Y. Sage as devisee (as to 11/20%). Charlotte Sage, Ames P. Sage, Liber 9747 cp 566 Michael S. Sage, Patricia Sage Kondak Dated: 2/28/85 F/K/A Patricia T. Sage, as residuary Rec'd: 3/7/85 Devisees of Vera Y. Sage, deceased premises and more Who died 2/15/80. To Bayview Realty Development Corp. Foreclosure of Mortgage Liber 14976 mp 264. FIDELITY NATIONAL TITLE INSURANCE COMPANY BY: ; SANDRA J. OLESKI Sworn to before me this 28th day of March, 2006 Notary Public MARGARET VOLLMOELLER7 Notary Public,State of New York; No.01 V05032469 Qualified in Suffolk County 16e, Commission Expires August-29,._ Hermon J. Bishop, as Referee' Liber 11639 cp 209 To Dated: 5/27/93 Charlotte Sage Jurgensen F/K/A Rec'd: 8/6/93 Charlotte Sage, Michael Sage, premises and more James Sage, Patricia Sage Kondak F/K/A Patricia Sage Charlotte Sage Jergenson F/K/A Liber 11742 cp 585 Charlotte Sage, Michael Sage, James Dated: 9/20/95 Sage and Patricia Sage Kondak Rec'd: 9/21/95 To premises and more Breezy Shores, Inc. Breezy Shores, Inc. Liber 12039 cp 302 To Dated: 4/17/00 Breezy Shores Community Inc. Rec'd: 5/2/00 LAST DEED OF RECORD premises and more PREMISES SOUTH: 1000-053.00-05.00-003.000 Charles S. Sage and Liber 5146 cp 170 Vera Y. Sage, his wife Dated: 3/30/62 To Rec'd: 4/2/62 Harold Reese and "premises and more �red_Reese Fred Reese and Liber 9581 cp 313 Harold Reese Dated: 6/8/84 To Rec'd: 6/14/84 P & C Construction Inc. P & C Construction Inc. Liber 9698 cp 470 To Dated: 11/29/84 Thomas F. Gleason and Rec'd: 12/19/84 Joan F. Gleason, his wife FIDELITY NATIONAL TITLE INSURANCE COMPANY BY: — &�&�dd=A' ,Q- . SANDRA J. GO ESKI Sworn to before me this 28th day of March, 2006 Notary Public MARGARET VOLLMOELLER Notary Public,State of New York, No.01 V05032469 Qualified in Suffolk County Commission Expires August-29, 5C fl{IS Eel " PLANTING SCHEDULE 0�^�/ 617 11-Red Maples 10'-12'. tall 2 112- S UR VE Y OF PROPERTY 3" 25 gal. Irees ® October Glory 15- O.C.s T AR SHA1V OMA Q UE RAIN RUNOFF C/elhra Alniiolia For Cover S 0 UTHOLD HSE,PORCH 8 DECK = 2014 sq. lf. E'<. 9� poCF �No �RFFZy T 0 WN OF 2014 x 0.17 x 1= 342 cu.fl. FC ,s ]�� 342122.3 = 15 VF S 6 F<<`S' p,P y�RFs S UFFOLK C 0 UNT Y, NEW Y 1 Provide 4 .drains x 4 or aqua! cvy -�s �f�F �s , o,�, Co 1000-53-05-02 �`�O' F s wj y�NrTy VAI SCALE. 1"=20' JUNE 13, 2002 NOTES SEPT. 9, 2002 l certification 1 g tih sue' s SUBSURFACE SEWAGE M 0-r_ 9, 200 (�0 0 DISPOSAL SYSTEM DESIGN 200S (rev15"'�� BY, JOSEPH FISCHETTI, P.E. t4cr Sepl. 16, 2005 (additions) %o F HOBART ROAD �1 SOUT OLDj 2954I971 r �� ' ® !O), , F l6311 4. EL /a �I DISPOSAL Q � AS E ►2oogd ,�/ LP 3'I PROPOSED SEWAGSE DISP for I sT ao d/ ¢ W1THE3 CLEANLAND COL. ® Vet EL 5.3 6' BELOW POOLS, � — 1 ao p� OIL WATER / PRECAST CONCREFESEPTIC v„_ - 1 I = = �h TANK BOTTOM TONE HM aN ` �. CERTIFIED TOjaFAD / GWATERP ��- �S 1 VJkti� sW -�. � ti <v N / o ti KAROL FILIPKOWSKI CROSS SECTION fa. FIDELITY NATIONAL TITLE INSURANCE ` g4 COMPiaNY OF NEW YORK SEPTIC SYSTEMS / ��K e ',tee !a SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES � � � ��o Py PGRMI i FOR APPROVAL OF CONSTRUCTION FORA SiNGL_. Y,'!fiiiL1j RwSIDE$dCij,0NLY ® ? s MAR 1 0 2006 By �r.I•^tit=3", I; �5 � `CL►�.c.a 9 , ,-2� 40 N f' ri L 7 , TEST H DLE ONALD GEOSC/ENCE -.. !� �� /' ^ FOR MAr"RIIIM OF ial;t3izC3wms 6�, / 'jam i 6106102 BY MCD S�3O� \ h e112 ------ P BROWN CLAYEY LOAM OH EXPIRES THREE YEARS FROM BATE=OF APPROVAL. � 7 - �/ � PALE BROWN FINE SAND SP ' �%� F°yC �• CO elm ---- 5'7 WATER IN PALE BROWN FINE p`/ -- SAND SP ---- 10, / WATER IN BROWN CLAY AND SANDY CLAY CH & CL 1��,1 el 3 9. ----- 51 SAND WATER IN PALE FINE TO MEDIUM 57' I am Familiar Cwith ON the STANDARDS FOR OF SUBS REACE SEWAGE ROVAL F� AND CONSTRUCTION DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES ZONEY and will abide by the conditions set forth therein and i � ZG)c),Gdi59G Q on the permit to construct, 12 = i'�Op' �-EVA-Ti0N n�� RY,S, LIC, NO. 49618 LOT NUMBERS REFER TO 'MAP Y ER;,,S O SHORES' r�A ECONIC S VEYORS, P,C, The lOCatlOn Of Wells and Cesspools shown hereon are FILED IN THE SUFFOLK COUNTY CLERi"'S OFFICE ON AUG. 29, 1963 AS FILE NO. 3853, c'�NT, C631) 765 - SO20 FAX:(631) 765-179 Thom field observations and or data obtained from others. P. ❑, BOX 909 ANY ALTERATION OR ADDITION 7❑ THIS A"ErSI:RVEY C I VIOLATION 1230 TRAVELER STREET O O Elevations are referenced t0 an OF SECTION 7209 OF THE NEV YORK STA'E E. ALL CERTIFICATIONS LAW. SOUTHOLD; N.Y. 11971 - EXCEPT AS HEREON AREPER VALIDCTION FOR THIS MAPAND C;IPIES THEREOF ONLY IF ■=MONUMENT AREA=25,810 S'F' WHOSE SIGNATURE O COPIES APPEARS HEREON. SEAL OF THE SURVEYOR � � .. 1,16 /D'O�^O/S�o PLANTING SCHEDULE SURVEY OF PROPERTY , AT AR SHA1V OMA Q UE 0 11-Red Maples 10'-12' loll 2 112- 3" 25 gal. trees RAIN RUNOFF TOWN OF SOUTHOLD HSE,PORCH 8 DECK = 2014 sq. Il. N—°�� ® October Glory 15- aC.s 2014 x n.17 x l= 342 cu.11. F� 9/ °OBE r/�/° ��F - C/ethro A/nilolia For Cover S UFFOLK COUNTY, NEW YORK Provide�4 .d/ors 6'm x 4 or equal E� ,b s 1000-53-05-02 y�, s 6,�, o,� °1Fs SCALE 1 "=3 0' JUNE 13, 2002 C NO TEr 9. certification J SUBSURFACE SEWAGE SEPT �1�,_ 9' 2002 ( cert 2ao5 ��.o p g,�Q�' DISPOSAL SYSTEM DESIGN M� 2oos ti SO• BY, JOSEPH F/SCHETTI P.E. /6" r� HOBART ROAD Sept. l6, 2005 (additions) 2 ® C3 6 SOUTHOLD, N.Y. 11971 July 26 2006 (foundation) ,� ® Ig 4 (631) 765 - 2954 HSE RN.FQ� O F EL 12 .. roCo EL.II Q g,3 J0 h R IE lE 12009d le 11EI LP 3' PROPOSED SEWAGE.DISPOSAL loi " S' ao a/ SYSTEM 6 POOLS 2' DEEP a WITH 3' CLEAN S,rND COLLAR az WATER / I 6' BELOW POOLS, 1200 gal. PRECAST CONCRETE SEPTIC 43 CERTIFIED TO, BACOT.L / TANK. BOTTOM OF LEACHING KAROL FILIPKOWSKI TO a�N POOLS TO BE 2'ABOVE G� SW_ _EL .39 GROUNDWATER. FIDELITY NA TIONAL TITLE INSURANCE COMPANY OF NEW YORK _CROSS SECTION 4V SEPTIC SYSTEM °fib Ua TOUn > >j F soy I HOLD �1 °S�a. , �2 TEST HOLE `'O• / � °�^ 6106102 BY McDONALD GEOSC/ENCE e1 /2 BROWN CLAYEY LOAM OH PALE BROWN FINE SAND SP C-j Bl- ------- 5.7' WATER IN PALE BROWN FINE -- SAND SP OAj ISO, SAND WATER BROWN CL A CH C& CL AND - -- ���licl. Off, oc)•,. ��NOTES: �� ��� STRk I am familiar with the STANDARDS FOR APPROVAL '9CgNTT ------ sl' AND C❑NSTRUCTI❑N OF SUBSURFACE SEWAGE , \ FINE TO MEDIUM DISP❑SAL SYSTEMS FOR SINGLE FAMILY RESIDENCES �o and will abide by the conditions set forth therein and ca,�lJ ZofvE� F<. +3 COA 'C Me,T2G, �'•� on the permit to construct. ItIgrn'_ 3G)03C(�159G ,�_ IZ = PROP, k�V*_rIOV Q n , The location of wells and cesspools shown hereon are LOT NUMBERS REFER TO 'MAP OF SOUTHOLD SNORES- FILED N. S, 49 1 From field observations and or data obtained from others, FILED IN THE SUFFOLK COUNTY CLERK'S OFFIC: ON r AUG. 29, 1963 AS FILE NO, 3853, V,9CA ECNNIC S VEY ¢ Elevations are referenced t0 an ANY ALTERATION OR ADDITION TO THIS SURVEY IS I VIOLATION NTJ (631) 765 - 5020 449 -1797 OF SECTION 7209 OF THE NEW YORK STATE EDUCAT13N LAW. P. O, BOX 909 ®1A 5V 0 S,F-, EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL,CERTIFICATIONS ■=MaivuMENr AREA-25,81 HEREON ARE VALID FOR THIS MAP AND COPIES THERcOF ONLY IF 1230 TRAVELER STREE _ SAID MAP OR COPIES BEAR'THE IMPRESSED SEAL OF THE SURVEYOR SDU THOL D, N.Y. 11 9 71 0 --- 2011 WHOSE SIGNATURE APPEARS HEREON. r SCDHS Ref. # R107-04-0186 PLANTING SCHEDULE SURVEY OF PROPERTY I AT ARSHAMOMA Q UE -Red Maples 10'-12• fall 2 I/2- RQN 3" 25 gal. trees HSE,PORCRUNOF9 DECK - 2014 sg, /I. F4 —�_� ® October Glory /5- O.C.s TOWN OF SO UTHOLD S UFFOLK COUNTY, NEW YORK P4 .vide 4"15 s;X 4'a A��F Clethra Alnifo/ia For Cover 1000-53-05-02 �Gy�fR�s s 6�• <<s o,�tiORFs SCALE 1 , 3 F 0 11 ,� Q s�•'�°' CIO r S f UBSURIFACE SEWAGE SEPT. 9,JUNE is, 200 2002 ( certification ) N h4, Ir,: fN DISPOSAL SYSTEM DESIGN �`�' 9, 2005(�o N g ^ cc? SO- C, .BY,r JOSEPH F/Sa ETTI, P.E. Mar lG -zoos (rtr+sf�} '�,' 1 SO, J i HOBART ROAD Sept. l6, 2005 (additions) ® 6 SOUTHOLD, N.Y. 11977 duly 26, 2006 (foundation) (63I) 763 - 2954 rrae'May 13, 2013 (final) �1 �3k, ,: are& ail a , E•. Lp PRaP0.MA61E OrIAL L \ ® eoCOLLAR l IMM DEEP K�� !/ �" 6'AMO/POOL 1070 PREC4STCERTIFIED-TOf / T COA A CI SV T I C KAROL FILIPKOWSK/ air POOLS 7O HE P'AMOVEFIDELITY NATI s'• COMPANY OF NEWLYORK TITLE WSURANCE eJ �i r (V q• p0 P7JIC SYSMW Sr ,oQ o to 4W A FSu=Fal.K 1.7 -:_.. c-•: ;;,��. e-.,..gy .. r F ice. • =� ,rti = ;=G,i_1"�SERVICES �� ,P 11,-.1'.'1.__ Cj 0 ! ,<a�,:t.; "r e ?sr,: .:CS FORs-1'fif�S6.)�hh.�CE JUNJ 5 w2013" /0 fns�� r� r t.'fsoGs�l)a:�G,-at., ppii�aali8es ?fig:,E:. Cn I c' a.o.'O. raftif"d ttir'his i)s;ariman orcl�:ra,. ,.I,t •.ears fl/ •a ` SEPTIC SYSTEM MEASUREMENT [bo satis%ct"FOP.At�'tN:1AliUP�; F,� 5�'``3urtdf ,Ri TEST HOLE ,A. .B, a=DROOP..4S. `Sa' 6/O6/02 BY MWOMLD GEOSCENCE ST 23.5' 40' BROVN CLAYEY LOAM pH LP.#I 49' 3 «� � Z PALE BROVN FINE SAND SP tar dfd -- LP# 46' 32' O)�C6 C1f 25t�:>�2ier N'tanag?�r�g �J ---- 5.7' . WATER IN PALE BROWN FINE SAND SP HOUSE OFFSETS TO FOUNDATION 44bO* fsO WATER IN BROWN CLAY AND SANDY CLAY CH a CL J 0 T FS: r "�C•�•*14 �i� am familiar with the STANDARDS FOR APPROVAL aND CCNSTRUCTI❑N OF SUBSURFACE SEWAGE qNr� T of h1~I �O e/, 39: ------ sl' WATER INPALE FINE TO MEDIUM )ISP❑SAL SYSTEMS FOR SINGLE FAMILY RESIDENCES .�. � 57 SAND P .nd will abide by the conditions set forth therein and ;\A<ac�A ZOAcER G'� in the permit to construct, ptw 3b10,3,00IS9G ? -�• � f wells Q= PROP, R•EVA-7-10N �Q'ti/ he location of wes and cesspools shown hereon are LOT NUMBERS REFER TO 'MAP OF SOUTHOLD SNORES' rom field observations and or data obtained from others, FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON A -~' MY,S, LIC, ND, 49618 AUG. 29, 1963 AS FILE NO. 3853. �j/ f qcq r 4 IC S VEYORS, RC, (evatlons are referenced t0` an ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION 1) 765 - 5020 FAX:C631) 765-1797 OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW, LAW �, BOX 909 ■=MONUMENT AREA—���SI D S,F, EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEf!EOF ONLY IF 1230 TRAVELER -STREET SAID,MAP OR COPIES BEAR THE IMPRESSED SEAL OF' THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. SOUTHOL D, N.Y. 11971 z i Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.6 Release 1 Data filename:Untitled.rck PROJECT TITLE:HOUSE COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric ;a 4 WINDOW/WALL RATIO:0.16 � c DATE: 11/03/04 DATE OF PLANS: 11/2004 PROJECT DESCRIPTION: FILPKOWSKI - COMPLIANCE:Passes Maximum UA=505 Your Home UA=491 2.8%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 962 30.0 0.0 34 Ceiling 2: Cathedral Ceiling(no attic) 897 30.0 0.0 30 Wall 1:Wood Frame, 16"o.c. 1568 15.0 0.0 94 Window 1: Wood Frame:Double Pane with Low-E 251 0.350 88 Door 1: Glass 99 0.550 54 Wall 2: Wood Frame, 16"o.c. 1440 15.0 0.0 101 Window 2:Wood Frame:Double Pane with Low-E 130 0.350 46 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 1336 30.0 0.0 44 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment, such plans or specifications are in compliance with this Code. Builder/Designer (�YsS � )`J tiu�� Date /1— 7"® 14 REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.6 Release 1 DATE: 11/03/04 PROJECT TITLE:HOUSE Bldg. Dept. Use Ceilings: [ ] I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: [ ] I 2. Ceiling 2: Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: I Above-Grade Walls: [ ] I 1. Wall 1:Wood Frame, 16"o.c.,R-15.0 cavity insulation Comments: [ ] I 2. Wall 2:Wood Frame, 16"o.c.,R-15.0 cavity insulation Comments: 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 2. Window 2: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 1. Door 1: Glass,U-factor: 0.550 Comments: I Floors: [ ] I 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: I Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] 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 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 I equipment must be provided. [ l I Insulation R values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: ° [ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] I Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] I Supply ducts in unconditioned spaces must be insulated to R-8. [ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R- [ ] I 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. Tapes and mastics must be rated UL 181A or UL 181B. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g. (500 Pa). [ ] I The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] I 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: [ ] 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 I provisions of the Building Code of New York State,the Residential Code of New York State or I the New York City Building Code,as applicable. I Service Water Heating: [ ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the I water heater has an integral heat trap or is part of a circulating system. [ ] I Insulate circulating hot water pipes to the levels in Table 1. I I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] I 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 T or chilled fluids below 55 T must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Eipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Tew.Mrature(F) U too 1„ Un 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 for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping 53=m Tye Range(F) 2"Runouts 1"and Less 1.25"t 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) 4"0 ROOF VENT ! �� 4 1114 11/2 6 11/4 W.C. LAV. SHOWER OR BATH 2 C.O. }— 3 �1/4 3 1 1/4 11/4 1 1/2 11/4 1114 1 1/2 1 1/4 1 1/4 ;�J reY SINK LAV. W.C. LAV. LAV. W C _ 1 3" D.W. W.M. SHO NER SHO ER OR E ATH OR BATH C.O. I 20 02 1 1/2 1 1/4 3 3 2 C.O. 3 1 1/4 1 1/4 3 4 4"C.I. TO APROVED SLOPE" 1/4" PER FOOT PITCH TO DRAIN HOUSE SEPTIC SYSTEM TRAP PLUMBING SCHEMATIC N.T.S. Q Z w Z w O L) 0 0 9 o a ►_ �, O cr p = < m U _m W Q H W Q w lw.. W W w o a w Z a w z w Z v Z w 3 y 0 0 Q 0 m Q ~ N W W O a Q O Li c� i W 0 d N w ci N a a c0i t5 o a s "'9 a2 s V r m CD - �.� W or I Cm Fill Z _ a fin ,� E �q ''1 ti �� ti All "`Z ' � �^ "h CER i ii ! _ `TiU�J OF `, F���IMBING z -� �j 01 101 NAILING & CONNECTIONS LL PLUMBING WASTE 0- -j 00 0 �. WATER LINES Nt'D REQUIREDnil . '�1 ar TE ING BEFORE CovERiNG a� ALL CONSTRUCTION SHALL Z ACEET THE'REQUIREMENTS OF THE w 'o T CO CODES OF NEW YORK STATE. PLUMBER CERTIFICATIOnI w Cu l` I- _ ^_`• _~•~• • Y • , f /'.EADCONTENT EFOR 00 —1ju 0e ^ INOTICtTOALT,RM'RODL'CERS ° �. C S LDER USED IN WATEf it i�n vin;ation or the rwvat Cu,;y'riolt Act to print 'PPL Y, YST } =— - —._--� .J_ '—' th•�- EMCArJNOT • �v ".. } ._.'..__.. --+�- , `- -----'��. �•� ,` _._`` ---^�-- _--._.___._ �c:�r�,in Fti.12;►r� ) r'EEG 2i 10 OF V -' . •— - "`' _ those f plans unles..thi:;notice ap 1% LE � - --_ -- _ _`� � - --1 �—�_____ `' `• 1 _ Cuttrmcr has a letter c�ti rele.�sc AD. a0 `" ? , �, ` ---•'=' " - ~- ~ ^� ^ ''� `"'--1 "" -....�^' "`�' _,"`; - _ _ ---- ~`+ (�v/:�r`.ttit�'��L.stc3nipcd in rcd.)�C'fS iKG W CO 3.1 CID CARE� < CD � . t `•---� -`_ ) _" ----__.� s----, fmmbE?PdALUA.GARI)tvi;iiA[iCEIffF — — S —.�_ ` 1` _� .�^ r __1_ • .�� 1--�--` -----� .�^ ^---- — �-- x'liS:loiter nr macaw must he Sit nod by tE`�:i4prcx�u^.er � 3 -.. 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RO:"OL< J& PLUMBING 1` w 0 4. F["�:it C:,;,,'TFI!C:;ON MUST z -, :. :_TE FOR C.O. 1U DO NOT SCALE DRAWINGS. ALL - ,.UCT{OP1 SHALL MEET THE 2 � w ^ } COPYRIGHT ©3/15/98 ALL RIGHTS RESERVED BY DONWC6UA:'r GARDNE ;TNIr.CODES OF NEW w z NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSIIO.NFE. NOT t= IR OR CSIGf E A�t� hRf19� 1� NOFF PURSUANT TO SECTION 45-10C OF THE TOWN CODS2. U Z Q Z La> 0 Ld O O 0 CL 9 O a .J gn Q m U m z y W 1- GENERAL 'NOTE-6 WOOD STUDS Q w y o +� 16" O.G. z a w In z U z w 3 a A. GENERAL: POWER DRIVEN z W o a O cc 1. UNLESS NOTED 07HERWISE FLOOR FRAMING SHALL CONSIST OF ANCHORS g 8" O.C. Q o m a f- y NOMINAL 13" DEEP WOOD FLOOR TRUSSES. THRU TRT'D PLATE o �o a � a z 2. FLOOR TRUSS SYSTEM SHALL BE DESIGNED AND ENGINEERED vi in = W y 0 r: W EE T 6XE . X . a col C., o z z BY TRUSS MANUFACTURER AND COMPLETE INSTALLATION a CENTER OF DETAILS SHALL E5E PROVIDED. 3. COORDINATE AC1rUAL FLOOR TRUSS DIMENSIONS WITH SLAB (TYP.) THE SELECTED TRRUSS MANUFACTURER WIRE REINF. (4'-0" 11'-8" 33'-4" 4. PROVIDE BLOCKIiNG BETWEEN FLOOR TRUSSES UNDER WIDE) IN THICKENED WALLS THAT ARE PERPENDICULAR TO FLOOR TRUSSES - �� �t GONG. SLAB 11'-0" � �� � �� � �� � �� � �� 5. AT THE TIME OF CREATION, PLANS CONFOI�I TO CABO ONE 2 -S 1/2 8-1 a-0 2 -9 1/2 12 -4 AND TWO FAMILY DWELLING CODE," WHICH 15 COMPILED FROM BOCA, SBCCI, AND UBC BUILDING CODES. HOWEVER MODIFICATIONS MiAY BE NECESSARY TO COMPLY WITH LOCAL °� '• AND STATE CODES. ' ° I''` .f I I I 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. `' ° • •' •' t0) DAYLIGHT '1. CONTRACTOR SHALL COMPLY WITH THE CONTENTS OF THE (2) 04'6 CONT. SPECIFICATIONS FOR THIS HOUSE. 8" 1'-0" 8" 8. ALL WOOD USED IiN CONSTRUCTION OF DECKS AND STEPS r - ---- - I r-- --, I r-- ------ -11 SHALL BE TREATED. FASTENERS FOR TREATED WOOD (NAILS, - I-- _ -J L_ - -t - - ll -_-- _ ol BOLTS, HARDWARE, ETC.) SHALL BE GALVANIZED. 0 I I r S. CONTRACTOR A5 PER CODE. DETAIL INSTALL GROUND FAULT INTERRUPT OUTLETS , /� I /� t�I/ � �� /t, ' f� !- f-'t I i� f-� r ---------------------------J J L-----J L_--- I Z----} 10. INSTALL ROOFING MATERIALS ACCORDING TO 2 3/4" = 1'-0„ 15/4"X6" z I MANUFACTURERS iRECOMMENDATIONS FOR THE AREA AND CLIMATE. INCLUDING BUT NOT LIMITED TO ----____-- __-- ____-, t %p I TO DAYLIGHT = SHINGLES, TILES, FELTS, FLASHING, AND FASTENING DEVICES PIPE VENT STACK TREATED 0 11. HEARTH DIMENSIONS DETERMINED BY CODE I I I I DEGKfNG-� N 0 � II � co 12. INSTALL EXTERIOiR FINISH SYSTEMS PER MANUFACTURER'S STUD WALL I I I I I Q co RECOMMENDATiO1NS (I.E. CONTROL JOINTS, ATTACHMENT/ II FL.TRUSSES I I O ANCHORING DEVICES,FLASHING, SEALANTS, ETC.) ' FLOOR JOIST EACH II I (12,) I , TREATED 2X8 INSIDE � SiDE OF PIPE W/ I I I PERIMETER OF PORC7(-T:Y: P5. FRAMING: 2X10 BLOCKINGg 1 1 ----------------- --- -------------------------- -------------------------------- - 1. J015T SP9NS WERE �TERMI ED ON TAE BAST6 OF.TAE 16" O.C. iI i t soujHgRN PISIt IMISPECZ1bN BURFr' U"EE GAvADE mmeERr• wo (2) iI i �---- -------- ---------- -- -- ----------- --------- -------------- -------------- KII�iQ DRIEDI I II I RIM MEMBER AT DEG d PORCHES �� I II 2. PROVIDE DOUBLE JOISTS BELOW ALL PARALLEL PARTITIONS, __ II I SHALL BE DESIGNED TO I FL.TRUSSES (II') I I CARRY LEDGER I ABOVE AND AROIUND ALL OPENINGS NOT INDICATED ON I , DRAWINGS. II I 0 lu I t 3. PROVIDE SOLID ILOCKING BETWEEN FLOOR JOISTS UN FR -}-� /� I I II i I I ;n I II WALLS THAT ARE PERPENDICULAR TO FLOOR JOISTS 'U O'C I ( F I Cf- L FIFE THRU FLOOR i) i FL.TRUSSES (13') I � - - - � I (' 4. SHEATH ALL EXTERIOR WALLS WITH NOMINAL 1/2" STRUCTURAL 3/4" = I'-o" II QI M I 11 GRADE 2 PLYWOOD OR NOMINAL 1/2" 055 (ORIENTED STRAND SEE SECTION I-6 FOR II 4" CONC. SLAB W/ 6x6 WIAXWIA WWF OVER 6 MIL BOARD). I I I ADDITIONAL NOTES II I ui MOISTURE BARRIER OVER w - I VERIFY PLACE P DIMENSIONS i II C. VENTiLATIOi�I: II I - �1 4" GRAVEL FiLL. ; I PRIOR ; II IX10 TRIM BOARD II I wl N L in TO CONSTRUCTION 1. PROVIDE CONTINIUOUB RIDGE VENTS ON ALL 2. PROVIDE CONTINLUOU5 ROOF TO WALLVENTS AT ALL JUNCTURES WITH WOOD DRIPI -( - (�vI �TYP) „ „ FIRST FL I 1 ep ''" TRu55 s (14) I I OF SLOPED ROOFS AND VERTICAL WALLS I/2 GALV.A.B. 32 O.G. - - - - - I I t I I I (SUB) I I to I �•••t - - - - I D. FOOTINGS: TREATED 2X8 PLATE � � 3 10'-0" 13'-6" � I� 4 CONC. SLAB e lC) 1. CARRY ALL FOOTrINGS TO FIRM UNDISTURBED BEARING: S��� �c.5><�C�-w/ 6X6xWIAxWIA WWF A I 16" X 12" FOOTING FOR 8" OR '5" FOUNDATION WALL WiTH (2) _ II rj I FL.TRUSSES (101) I 2 I II 04 REINF. RODDS CONTINUOUS TOP OF - I 3 -6 x3-6 xl -0 , 24" X 12" FOOTiNG FOR 12" FOUNDATION WALL WITH (2) GARAGE FIN.FL. - - II I 2 IT FOOTING W/ (4) 05 , II 04 REINF. ROEPS CONTINUOUS. 3'-o(N,\n, Se\Ow Gcu.ck VARIES MASONRY II I 3 1/2"� S.W.P. COLUMN I BAP A. WAY ; 'I BRICK AND BLOCK i 1 i _ _ _ I E. PIER FOOTINGS: �-�•�•- T:==y:�- FOUNDATION WALL ' ' ------ I r ---I----, _ --1-- - , - ., I I ---- _ I I 6 0 i--- - - u,I l i - FIER FOOTINGS (TYPICAL UNLESS NOTED OTHERWISE) �- t baMp�roof Ex}�'C10S' 1-R �1„--1��� T -� �1�I w 1 6 mil Pa! i) i _ W1 -STEEL BEAM n u u it-II I- -Inrrr -_ I_ (2)2X105 0I , I I. PROVIDE 1 -8 x2 -•4 x1-0 DEEP CONCRETE FOOTING WITH - = =�I= - �j=11i- ii1 I Qn EX'�Criar• O I -- - ? W1,�b�y I �� , Q (3) 04 REINF. RODS EACH WAY UNDER 8"x16" MASONRY PIERS. LLr -ill-lJl-T` ��•11 t+ --- ---=1 , I I t L_ I I I ltd') FL.TRUSSES I -41-'1 -�'''` d I I 0 1Tf -jii-l� ' 2• PROVIDE 2'-0"x2' -8"xl'-0" DEEP CONCRETE FOOTING WITH -�[,�iT` A i _ iI 3 1/2"� SW.P. COLUMN I Ii `^ (3)04 REINF.RODS EACH WAY UNDER 12"x20" MASONRY PIERS. 6 MIL POLYETHYLENE -i1[-� ; I-f� - I I 0 I - - �1 :i -I t I I I , 'n 71- CONT. HORIZ.GALV.JOINT - I r 11 I I 3. MOISTURE BARRIER T - - - - I I I I iv -r - I I II FILL PIERS SOLID WITH 2,500 P.S.I. CONCRETE, TYPICAL. REINF. a 16° O.G. VERT. `n I I - I I" 4. HEIGHT OF PIERS: •. °� 'e ° ° I I `n 9'-0" A. PIERS LESS THAN 36" 1N HEIGHT MAY BE 8"X16" vW I �� t� '1 " " FILL ALL CELLS BELOW GRADE II B 71h rt).h !t 3/8 EX, .Jt.FILLER OR AS NOTED ON FOUNDATION PLAN. ✓tic• 4 p a� . WITH 2500 P.S.I.CONCRETE I I I I L- PIERS BETWIEEN 36" AND 80" IN HEIGHT SHALL • � • ° . . . •�-FOR FOOTING SIRE AND REINF., I I I --------------- 15. - ------------ -� - I I � BE A MINIMUIM OF 16"X16". W (gyp'` C'Q,aA11 CoR+~•• F !'Ca• SEE GENERAL NOTES I - - - I�T �I *- 1 -a 1 a C. PiERS GREATER THAN 80" IN HEIGHT SHALL BE "' _ - I - 1 FL.TRUSSES 01 I I A MINIMUM OF 16"XI6" WITH (4) CONTINUOUS 05 BARS. r--------- ------�- --- I C�c,P�G• I 1 0 " N 1 CT') 1 FL.TRUSSES (14') 1 I F. GNiMNE1' CONSTRUCTION: 2 S CE ON 3/4" = r-o" ; WI LONG. SLAB W/ 6x6 I �, ; r I I W1.4xW1.4 WWF OVER 6 MIL 2 , MOISTURE BARRIER OVER �� I 2 COMPACTED FILL. SLOPE I I I = II I. USE NOMINAL 112 STRUCTURAL GRADE 2 PLYWOOD OR NOMINAL I I 7 t LJ I 1/2" 05B (ORIENTED STRAND BOARD) SHEATHING. I I FOR DRAINAGE. I I in 1 `a 2. SPLICE ONLY ONCE COINER STUD At ANY SPLICE. STAGGER I i I I '- 2" 2 -0 �0 w SPLICES AT LEAST 3'-0" AND USE (4) STUDS PER COINER 2b KIPS 3. USE 10d NAILS 6� •4" O.C. AROUND ALL PLYWOOD EDGES I I I ' '' "`' '"' I� ln�f-- ---#-- - - - -- SUB I \ u.AND �' O.C. AT ALL INTERMEDIATE SUPPORTS. FLOOR , I , I M I , II \ e tb 4. PROVIDE BLOCK',ING BETWEEN STUDS AT 4'-0" INTERVALS. I 5. CONTRACTOR TO VERIFY CHIMNEY FINISH MATERIAL �__ _ _ _J I I � I I -- I � I I \� � W � WITH OWNER PRIOR TO CONSTRUCTION. IF BRICK r_.i l._� I I L I 3 14 I II \ N MASONRY 15 REQUIRED, CONTRACTOR t0 MODIFY I I I ---- - - ----- -----I-- ---------------------------J �I \ ,r Z CONSTRUCTION OiF FIREPLACE AND CHIMNEY AS I I REQUIRED. - --i- i _ i I * * li I • Cx. E3ASEMENT i _ i L _== =--==_==---====------==-�__ Z _ r-- TJ a tJ L N ' J 4' 1. BASEMENT WALLL CONSTRUCTION SHALL BE REINFORCED I t I I cA I MASONARY OR REINFORCED CONCRETE, AS REQUIRED I I I I a V I 0 ...I W E BY LOCAL GOIDES. I I I I Q p^ I O O 2. FOR ELECTRICAL LEGEND, SEE SHEET 03. 2 , , 3 -0 X3 -0 Xl -0 �-2x BLOCKING W/ 1/2"� 2 I I THK FTG. W/(4) 04'S I I `' 1-- , J OD V to ' EACH WAY (TYP. I n-------I r------i BOLTS ID 24 O.C, 0 , , OPPOSITE SIDE) FLOOR STAGGERED a. I t I _ _ __t_ -! _-_-_-- _ , m TRUSS ---�IT-- - -- - -- ��---- (2) TREATED 2X8'8 AND ---- J > C 1XIo TRIM BOARD, Tl'P. ' I* I /� I STEEL BEAM I I 5'-0"x3'-0"x1'-0" THK I I W '0 FOUNDATION LEGEN� C t I FOOTING WITH (b)AY AND (4) 04S i i I �--- - ---� I B � co I I I I PROVIDE TREATED t0 +;� W cd 5 I I LONG WAY I I SOLID WOOD 4' CO 00 ----- I --� r- -- � r-- A BLOCKING UNDER N 13" DEEP WD. FLOOR TRUSSES i I i i I I ALL COLUMNS (TYPJ e C7 c FL. TRUSSES UNLESS NOTED OTHERWISE I , (10') SEE GENERAL NOTES I I I I I I • O --- LENGTH OF TRUSS CAP PLATE 6"x6"Al2" WITH (4)3/4 0 BOLTS 1 -- -- --- ---- J I I V -- _ -- 1/81 FROST�� L---- --TURN DDEPTH AND SLAB TO `- DOUBLE TRUSS AS SPECIFIED SLOPE FOR DRAINAGE W i� to 3 BY MANUFACTURER (TYPJ FILL SOLID ALL CELLS rap 3 3 SE/� * � ,- 8 EACH SIDE OF BEAM CS'i OI�l 1 1/2 = I 0 ADD (2) VERT. 0.506 AND I I CD �+ (2)3/4"� A30'1 AB'8 I'-loll 8'-4" '-4" 8'-4" 1'-loll 1'-8 1/2" lo'-'I" il'-0 1/2" N WHERE SHOWN ;+: I of 1 KIP* POINT LOAD (1 KIP = 1,000 Iba.) WOOD STUDS 23'-4" = X 265 PLF.. 6 16" O.G. ® 0 - ------------�- POUNDS PER LINEAR FOOT POWER DRIVEN 45'-0" V �1] ANCHORS -0 8" O.G. ANGLE WITH (3 3/4 0" THRU TRT'D PLATE LONG WITH (3)3/4 � _� A325 BOLTS.NOTE, Lt 0 r-----i , r------•r rJ I 6X6-WIAXWIA WWF TWO ANGLES REQUIRED I t I I I I ► , o CENTER OF AoInCI TE)AY..'J,?RCPE'dDiIC[�TtS n- a SLAB (TYP.) 'a M It is n violation orth;<a•cdc:,)I Copyrigint Act to print L-----J L-----A �------J I I -- MENT AND F I ReT FLOOR FRAMING iNG FLAN - I . WIRE REINF, l4-O 1/4 I -0 thcs.,p art. unit:_ thlsnaii:s.aprc;arr,in I:tit and the 0 „ „ „ _ WIDE) IN THICKENED W12 STEEL C:ustamar has a letter of rcl{::rsc 0 12 x16 SOLID 16 xlr6 SOLID 12 40 SOLID 20 x20 SOLID O INDICATES THE NUMBER OF STUDS `t' GONG. SLAB BEAM BRICK PIERS BRICK PIERS BRICK PIERS BRICK PIERS 3 UNDER BEAMS ABOVE tvIORIGINAL-4amrcd in red.) d y he ^ p d,.,Ccr from BONA. A.Ci/�Ri)NI�I':r�I:CI I1T1CT."�, t� _ ._ °', t • The letter of rclua�;c must s Sac b t •rc ro .°*• and retained by the custolrccr. ,-•.: (4)04'8 CONT. REG. 4 N 1•f1)�J-3fiS?St�tl 0 all 114211 8 EACH ANGLE 1/4 It you suspect this to be rn Illegal copy,pleas'✓call n, IL I1iU'YOIr:to ALL 11>✓l�RODUCFAtS i- �'AiL A�' - -IICfGNI� SLA�3 SC�1-iOl�l Z o 2 3/4" = 1'-,a" Z N a DO NOT SCALE DRAWINGS. 0 COPYRIGHT NOT TO 3/15/98 ALL REPRODUCED T WITHOUT v WRITTTENOPERMISSION RDNER, INC. W = Q u- Q Z w Z W ZO V II'-8" o ? a m m m a W N-0 a W aII V-91/2 2 -9 1/2 12 -4 W 6Xfo HANDRAIL vi N o m a 5'-10" 5'-1011 I POST I ti Z 0 W Z m Ln w I OC V J ------ - -- -- ---- — ————————————� e D s-zxto9 ; o c = ; inW p Laa I ( 2- LV I Q U Ci o iv a Q Al 1011 tl_All GI All 6'-11" 4'_1" 41_Il1 21-S" = 21_211 21_211 II Ln fi ORCN I I I J II I N Etl`2. jz r'��� I D -�- 1-2 t0 L7. . .�� _ 2- x�arssez. © _❑ �L 1 ❑ — ——— — —————— ———— F: il I I C4 DINING ROOM i I I,: - - - - - - - - - - k I O I — 71f m 1 11 1 11 1 11 0 13 1-4 11 m / �m 12'-411 ( 2'-0" 4'-411 y ro'-411 4'-4" 2'-411 13'-41' I I iA I I I B I — — — — — — — — — II I �---TRAY CEILING t 0 I I I 1 e I It GREAT ROOM l e PREFAB. I I 3ro" FA %< ® 4 ®1 I I I FIREPLACE r y I J 110 F-1 MASTER s II - - — 0 a:' 1 I I v II I I BEDROOM ATTIC t aRDI II ---- KITCHEN _ I I ACCESS - :::.::: OPEN TO OW dD — — — — — — — — — 1 �' I I I I BEL f I I I --� c0 ATTIC I I ® ® I I `^ LINE of B I / ACCESS I - -- BALCONY ABOVE — — — — — — O- — — —y —N zo — - -- - - - - - - r7M ......::...: PANTRY _ I Q fm `TI iE — CEILINGF. — 11 HANDRAIL C _ u m N o tJ s f �0�0 , .o — - "� 5 LINEN ►n ;::;::::...... .:'.:':.:.::.:.:;.:..:..::.. . U z R1 N - 5 SHLVS. o _ FWD R. o I I XSHOUER = rJ 1 I RM. XI IMASTESHOWER ❑ r I J LIN. ®I I Qtu BEDROOM #3 BEDROOM #2 — 8 B TH to t r 3 1 5 SHLVS. O ® N o� K t e i y e u- tu~ z I Am�� _ 1 11 ' - 11 -8 3 -8 6 -4 f1 10-0 13-4 "PSA K - NI 1 O 0 OPEN TO REQUIRED I C I T,I' 1=OYE R BELOW lm 10 1 r y y � e r 1 11 1 11 1 11 1 11 1 1, 11 1_ 11 1 I 1 11_ o I_ 1 11 BATH #2 __ � 5 -t 9-9 6 -4 � 4-0 6 0 ` 8 I S 1 4 2 4 � -4 `r f1C4 - - - - - - - - - - - -- - `—V - - - - r - I s CLOSE u l I I T T O I � I ATTIC ACCESS ; STAIR - vr--J 0'm OUTSIDE FACE : 1 s �m OF STUD WAL L I I I R E 1 1 BELOW p. : :... ...:. ..... 2 � N �I I I i I CEfL CEIL FORCH 0 0 ATTIC CD 1 BONUS ROOM I ATTIC ACCESS I ACCESS " m f I I I a I Cm -Ly 10 ---- -- -- — — ——————— —— -- -- —� 1 u I 1 I HANDRAIL�� Ice • ZN aX8 WOODU I I I I � � G TREATED wooD V 5 STEPS TO GRADE COL. (TYPJ 5 'n Z AS REQUIRED 4X4 HANDRAIL `� C E of IL z zx�2U�e Post 2-7.K`i1 t1� - '� O vh°2 A J -- --- L 5 v CO o Q2) 12 co --J to tv 2'-211 2'-2" 2'-211 2'-211 I I C 10 e- 5'-0" 11'-8" 5'-0" 4'-10" 4'-411 ro'-3" 4'-411 3'-'I"4 6'-011 9'-8" 6'-0" I'-8 1/2" 10'-'11, 11'-0 1/2" `` ; V W '10000 wca W � 00 vz! FLOOR 21'-8" 01 23'-4" to � N C SE CO�ID FL R PLAN1/411 = I'-0" � �- o 45'-011 � • 'C ELECTRICAL LEGEND _ � tD 3 � I I I III �, ao 3 SYMBOL DESCRIPTION /�*I �I FIRST' FLOOR PLAN 1/411 = 1'-0" DOOR SCHEID1.�LE SYMBOLO U (p 3 WINDOW I f I ' f I & DUPLEX OUTLET (GROUNDED TYPE) PLAN t' `t I `t O T E S W I I DOW SCHEDULE SYM50L � UP& WEATHER PROOF DUPLEX OUTLET MAR< 31 SIZE QUAN. DESCRIPTION C � N 1. VERIFY ALL LOCAL CODES, EN:ErdsY TYPES,AND FIRST FLOOR 1336 sq. ft. WALL SWITCH CONTROLLED DUPLEX OUTLET SITE CONDITIONS PRIOR TO CONSTRUCTION. ECOND FLOOR 523 sq. ft. 1 21- 11 x 6-811 1 EXT.3/4 .RL. T IS" SIDELITE t 12" TRANSOM * X MARK SIZE QUAN. DESCRIPTION TOTAL LIVING 1859 s ft. 2 2'-8" x 6'-8" 1 EXT., 1 HR.RATED Q 11 1 11 ABOVE COUNTER LOCATION 2. REVIEW SELECTED MECHANICAL SYSTEMS WITH q 3 V-8" x 6'-8" 2 EXT.3/4 GL. w/ 10" TRANSOM A 2 -8 x ro -2 1 DH FLUSH FLOOR WALL SWITCH CONTROLLED OWNER PRIOR TO CONSTRUCTION. GARAGE t STORAGE 492 aq. ft. B 2'-8" x 6'-roll 2 DH DUPLEX OUTLET. OWNER VERIFY LOCATION BONUS ROOM 225 sq. ft. 4 V-8" x ro'-8" 1 EXT.3/4 GL.FIXED w/ 1i0" TRANSOM m C (2) 3'-011 x 6'-16" 1 DH ® 220 VOLT OUTLET OR CONNECTION REVIEW SUB-CONTRACTORS LOCATIONS OF TH= WATER BASEMENT 1343 eq. ft. 5 2'-811 x ro'-8" -I INT. D l2)3'-4" x 6'-Co" 2 pH HEATER AND HVAC UNIT(S) WITH THE OWNER PRIOR TO -(�- CEILING MOUNTED LIGHT FIXTURE CONSTRUCTION. VERIFY LOCAL BUILDING CODE ^ 6 2'-roll x ro'-811 2 INT. E (2)2'-8" x 5'-10° 2 DH REQUIREMENTS AND MANUFACTURER REQUIREMENTS '1 2'-4" x 6'-8" 2 INT. a F 4'-4" x 6'-roll 1 FIXED -�i WALL BRACKET MOUNTED LIGHT FIXTURE FOR ATTIC, BASEMENT, OR GARAGE LOCATIONS. G 4'-4" x 5'-2" 1 FIXED ' �� PBUi�il y f 9 (2) 2-0'6x roll'-8" 1 INT. -I SUSPENDED CEILING MOUNTED LIGHT FIXTURE H,VA.C. EQUIPMENT IN THE ATTIC SPACE SHALL BE Nf3'Y'dCt;T(3 r� M H 2'-8" x 4'-4" 4 FIXED ACCESSIBLE BY AN OPENING LARGER THAN THE it i,,n violation of th-1 Federal Copyright Act to print RECESSED DIRECTIONAL CEILING LIGHT FIXTURE J l2) i 11 x 4 5 I CSMT. LARGEST PIECE OF EQUIPMENT (TO ALLOW - s tillsttaticc apit�:trs to RGO and tlty 10 5'-0" x ro'-8" 2 INT, BI-FOLD " 1 RECESSED C>=ICING LIGHT F(X7l1RE t1:er.�plans unlrs., 11 11 ® REMOVAL OF THE EQUIPMENT)SAND IN NO CAS- Customer ha.a t:ttrr of rcl►ago Il 4 0 x 6 8 2 INT, BI-FOLD o K 1'-5" x 3'-5" 2 CSMT. ®w RECESSED LIGHT FOR WET AREA LESS THAN 22"x3ro". (wiOlilGil\��.i..stamp�aia red.) 12 8'-0" x "I'-0" M 1,41, x V-5" 1 CSMT. w/ ARCHED HEAP TRANSOM * 'I:i}NLiL/`+ELCi ft'I'G4CS,tNC. M'G o �� UNDER COUNTER FLUORESCENT LIGHT 3. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL 4 ��'�AI'u A.C+1 2 E ARAGE 1 ,.y:•. . w4 .n, .'+.tn..P4fxwS.a.•nyd..vwwd.M.s'YeeM:i* 1 p o U EXTERIOR CAST ALUMINUM FLOOD LIGHTS INFORMATION. Ti'hc teticr of rcli:a a tnu1i bs:st�;«441iY the 1elsraJt�e�r , ALL WINDOWS ARE INSULATED AND WEATHERSTRIPPED. and mttllc'ccd by the custosncr. *SEE ELEVATION FOR TRANSO1ti1. c� 4. INSULATE AROUND ALL BATHS ,AND UTILITY ROOM. 3o VERIFY LOCAL CODE EGRESS WINDOW REQUIREMENTS PRIOR TO CONSTRUCTION <J CEILING MOUNTED PADDLE FAN w/ LIGHT oF,aZ .,r�c .A: to ° WINDOW MANUFACTURER t0 PROVIDE TEMPERED GLASS WHERE REQUIRED BY CODE. 5. TYPICAL WALL, 2x4'SNv 16" O.C.,,UNLESS 'fig° t t c, .,at Ic,u call *SEE ELEVATION FOR TRANSOM. ® CEILING MOUNTED FAN - EXHAUST OTHERWISE DIMENSIONED. f¢��;�.t 4ttz =t:t this to t-un'tllcr, t�Y' Q cry 1•St1fi-38R•7'' n� � n CEILING MOUNTED FAN AND HEATER0 ro• PROVIDE SMOKE DETECTORS AS REQUIRED BY CODE. �I� TO 1 < i ' LTE1'R�faC)w�S 1. PROVIDE DOORBELLS, TRANSFORMER, AND CHIME. t, r a CEILING MOUNTED FAN, LIGHT, AND HEATER O ' O - DO NOT SCALE DRAWINGS. w COPYRIGHT © 3/15/98 ALL RIGHTS RESERVED BY DONALD A. GARDNER, ARCHITECT, INC. w � = O NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION p T— N LL f- QN Z OC QZ O > Z O oaCr METAL CHIMNEY COVER Q 0 W o W v I.- Li W inLJ W 0 Q STUCCO CHIMNEY' W z a w z v '^ w Z a Q OZ Y 00 0 Q Q m Q inri W m w t� -1 w O a Q O U Z on on 0 J o ti N 0 a i ' Q 0 arJ O Q Q • i 12 2400 SHINGLES 112 l TYPJ TOP- OF PL 12 SECOND FL IXS W/ IX4 TRIM ROOF OVERHANG S" 12 FROM FACE OF IX6 BARGE STUD (TYP.) BOARD _ _ DORMERS) - _ - _ /Z TOP OF PL_ _ 12 C - - - - - - - ❑12 ; BOTTOM OF _ _ _ _ - - _ _ - _ SECOND FL �® cD CLG JOISTS 6 BONUS R1"I IX4 CORNER FOR INFORMATION ® 12 BDS. is DORMERS ON FASCIA SEE SECOND FL / 12 U —- —WALL SECTION - - - - - - - - (SUB) C,, �� C ' iA Lr r �p C D SECOND F (SUB) _BONUS RM FL (SUB) FIRST FL —- - - - - - - - - - - - (SUB) VERIFY TOP OFin I WINDOW ALIGNS ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ a ❑ I WITH TOP OF TRANSOM BEYOND ( I 0 El El ❑ ❑ ❑ El El ❑ ❑ I I ( FIRST - - �t-i------------ ----------- ----------- ---------�—I --_—--_---_ --_ II J, _ ❑ El ❑IIIIIIIII ❑ El El ❑ 1-1 ElFI STFL IIIiIIIII iIIIIIiI FIRST L El (SUB) TOP OF SLAB ua) -- i-- ----------I GARAGE FIN.FL. VARIES -- - - - - -- - - -- _ 6X6 HANDRAIL—] TREAD GLAILOTED OD C POST DE RR1 � COLUMN F11. —— ——— cn REAR ELEVATION F Nil 2 —12 e I I I I toP of SLAB _ I _ _ TOP OF SLAB IzI I I I ri------7L--------------------�i------------------------------_I� II L-- ------1--------------------j— —j CRICKET I HRON I ELEVATION 1/4" It 1'-011 I j ` ( 1 F: r][C1 TOtLy.PEPRr]i),L�TS I I it is a violation of the Federal Copyright Act to print I I timsa plansu �this notice Irin RED and this r Customer l>3.a letter rcic.4c I I (wiORIGINALstamped in red.) (n A I from DONALD A.GAItDNEFI3 AfZCH-TECH INC. tb The luttcr of rcleasa mast he s14,nr i b the reprod ccr � r I I and retained by thr�custoru... \ e tb 12 I I I I I REG. # \� , .� U W to 12 I I I I I if you suspect this,tome an illegall tcnPy�jslcz"r,.all N /N Idt'rTiCisTo ALL P.Ei'RODUC=S12 �. � • DORMER BEYOND 10 CRICKET —————— ——— — — — —— J Q td 12 GABLE VENT :: I 12 I —1 W O O 12OD 0 IXS BARGE 10 ,• ---- --- - - --- - J TOP OF PL ` SECOND FL BOTTOM OF > � tD BOARD - - - - - - - - - - - ROOF PLAN 1/S" = 1'-0" - - - - - CLG JOISTS C _ I - G BONUS RM • Z • LU co —-� TOP OF PL io I k W ca SECOND FL y `�' a: °D to N _ SECOND FL �'_ _ • O C (SUB) dool BONUS RM FL • 13 (SUB) 'a' CD3 12 W N00 3 SECOND FL -' IX6 CORNER ~ O 3 (SUB) - Q' BOARD, (TYP.) d; N io .., FFTT—n = X C FIRST FL_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ FIRST FL ® 0 (SUB) (SUB) (� m M ry I I BRICK I I IXS HORIZ WOOD SIDING CC 0 VENEER _ _ _ _ _ _ FIRST FL r ( I I I '; (SUB) JI I I ( I 1XI0 TRIM BOARD iHANDRAIL i BRICK PIERS ;� I I I I I WITH WOOD DRIP Z TOP OF SLAB _ I I I I TOP OF SLAB I I I r �------ - - - - - - -- — ----- -------1-,------i-1---------�- - - II I e t---------------------------------1--------—J on o cn o I I I LEFT 6 I D E ELEVATION Up on _ _ _ _ _ _ _ _ _ _ _ ( _ _ I _ TOP OF SLAB ,�.{ r U -- - - - - r-1---------------------------------L----- I-t C; < 0 {- RIGHT S(D l_ V,4tI01�1------ t �- < Z a DO NOT SCALE DRAWINGS. � � �- } vt w COPYRIGHT NOTTO E@COPIED/98 ALL OR REPRODUCED T WITHOUT WRITi'ENESERVED BY O RDNER, INC. P RMIISSION Q r N Q Z Q: Z_ w p C.3 U p a 9 o Cj a F- N 5 a m w m 12 Z U c N w m �- X 10 2XC6 COLLAR w Lio m U ``' !- W in O 0: I buL TIES 0 32" O.C. v z a. W OUTRIGGERS N Z v = X 3 y FOR OVERHANG 2 - I �CIUt_v( J Z ,,, o Q o GANG LAM. DORMER BEYOND ROOF BEAM Q o m Q ~ N W � V_ J W 0 o a '` a 0 3 U Z IWi W N / a SHAPED WOOD / 1-2?-2-XF2's RAIL GAP Q / _ - - _ - _ _ - _ _ _ tOf'_OF PL _ 11/4" PICKETS S" O.C. p XX SECOND FL (2 PICKETS PER STAIR TREADAT STAIR) 20 UDORMER 2 WITHOUT iWINDOW �j WINDOW C 1X6 OAK NOSING CARPET OVER 3/4" PLYWOOD SUB FLOOR � � 3/4" PLYWOOD 12 II SECOND FL — - - - --(_- - - - - -—1- - - - -I - - - - --I�-- - (SUB) (2) 2X10'S 1/2" GYP. BOARD \ / ( II 1X6 TRIM Lift tRANSOM �► I i II I II c 2 SECTION DOOR I WINDOW II _ 3/4" 1'-0" i II (' FOYER GREAT ROOM � II I TREATED BRIDGING II FIRST FL F - - - - (SUB) r- (2)2x10'S BEYOND r-J _w=w=ja= (I �-• -r 1 111-�11-LIl r- STEEL ( W-�-�jW-1 -�-`-�- r BEAM 1--i 1 1 L I I�1I I Hj=flj= ; r I II - III�1TI�1IIl _ I ---- r =III=III= ---J ITEM -1II- II 11II-IL�1L _j J STAIRS I (I I -I111�1 r II II r BEYOND I IIII= II W=LL1=1 I 3 -4 r-� 8,48 E tit I ENT I ALOE I J i II—II �QQI I I IQIZf II 4. COLUMN -I%11 I I I I�IIIIII-illi I! I 12 I II= SLAB I I I)11II--1Q1�-- II 1'-'1I/2" I 10 :�- I 111-111-11C �I BASEMENT _ — - - - - - - = �II - - - - �I (TOP OF SLAB) 1T1=1-Q--�I Ilm-U _ _- lll-lll-1 �I 18 GA. HURRICANE -II-II- II-1II-� ( �Q�II -II-i �)W- - ANCHORS 16" O.C. W_-lll-lll- I l-lll-lll-111-111-i1f-1T1-ll E C I *I Q Q .IIl-III-j�-111- II-IIl r-II-Q Q�'Q S -}-�OI�1 1/4" r-I1IJII-I�' / SECOND FL - - - - III-I / (SUB) TOP OF FASCIA_ B v 2X(o COLLAR TIES g 32" O.G. 'L DORMER BEYOND � I 1X10 WOOD TRIM 1X12 WOOD TRIM CUT TO RADIUS 12 I GUT TO RADIUS . 10 1X8 WOOD TRIM:7 I CO M TOP OF PL T I W. SECOND FL e CD 3 N WINDOW t0 C I 5ECT I OI V 3/4" = I'-0" Z • OPPOSITE _ 2- 1 ,}K BEDROOM *2 /� �sHAND GANG LAM \ a Z (j RIDGE BEAM a � SECOND F_L gd0'I"IGI:T>!'1 titx nrpr:.tll ucr pS z "� O - - - - - - - - - - - - - --�- - (SUB) IZ. O J O V MIN. 2" AIR SPACE It is a Violatican Of the F�cdcrat Copyright.N:T to print a .J U) I these plans un'Icss this notice appears in REt)Ind the / BOTTOM OF SCAB ON 2x6'S Customer has a later of rel-Isc > (� m / CLG JOISTS - - - - g EACH RAFTER (ir/t?RIGII�:�;l starnp,d in rvd.) C , from DOI�TALD A.GAIZI)NLI2 AltC1 ITEC I-S,INC. • Z • e BONUS RM "1'hc latter of rclea�c:must he signal by the rcproclr;cc r W and rctriri d b 1 t70 `- e /t cussunr r. L!J WINDOW �, 12 2X4 BRACES s' { w� 4" , O �ORCI-I GL05ET M,45TER 5ATI-I M,45TER 5EDROOM c 12 (— 32 O.C. tM If you Suspect this to be an i0ecal copy,Inicase call N C II 50NU5 ROOM 1•�t}CI-3;=s;.;N;;u a F-- c� N'(rfICL'I.O ALL Iti;Y1tUD10K E'RS � • '0 _FIRST FL 0 LU Go to 3 (SUB) BONUS RM FL _ _ _ _ _ � r, O (SUB) NOTE: CD 3 J I I i r i_ VERIFY E V E ty- II-QL ALIGNS WITH STEEL 5;:4Mr-J - II - HOUSE BEYOND BEAM I-I r_J� I _ = x L----J T!'!l- r- II I I I O l-Q=II �1=11I= r J 3 1/2" S.W.P. =III=11 r o (� m _ III-II III-III J COLUMN �1IlII--IIII r-J 5> orSiD �SEMEi�1T � e GARAGE O I I-III-I r_J e B III I f II I 111 Trp= IT J I�►II IlIi a n: -�QIQ�II FIRST FL _ _ II =� - - - - - - - - - - - - N III-ITI-I I I-III-III- (SUB) .- TILT=II=III II=1T_1-1:BASEMEN_T -I'I I I I-III III-i l III- ITOP OF GONG. SLAB - ---- - I=1-�--�I _ _ PF, - - - -- - --- --- --- =�I�- DI=III=IIIII= =1 sLAB) mp - _ I►1 1 I I�� o '11�I I=1 I I-1 I f-1�-111=1 f 1=1Tt �j�IE*III-IL--If-I -1�If -vllm 1 Ill= 1�--I� ''� - a -.ilk-III III III-I 1I- o � 0 n C 5 CT ON 11411 0 Z U, S r✓- z ^ECTIO}� I O B VI ♦ II 1, II � LiJ x 1/4 = -0 Z � !- DO NOT SCALE DRAWINGS. 0 w U COPYRIGHT ©3/15/98 ALL RIGHTS RESERVED BY DONALD A.. GARDNER, INC. w Q = N NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSIION o N Q Z C Z_ W 0 U O U n 9 o a O 0 Z C H Q La D: F w x Ir Q w to W W O a s N Z U Z W 3 a J Z m FQ- S lJ BOIL 1 T-UP W O :� J W MANTEL w s z Z BURROUND J o U N o BLATE � 0 a ci � o a a � D SHELF D D D 3"' _ RANGE 0 (TYPJ FIREPLACE \ / 12 FLUSH SLATE HEARTH 10 A GREAT ROOM B KITCHEN � KITCHEN e • , SHELVES 12 240"SHINGLES 15"FELT &o COLUMN 240"SHINGLES 12 WINDOW / BEYOND 7- 1/2" FLYWOOD SHEATHING ( 15"FELT `� WITH PLY CLIPS I 1/2" PLYWOOD SHEATHING SINK 1 1 1/2" op 18 GA. HURRICANE WITH PLY CLIPS ANCHORS a 16" O.C. SHELF D I D DISH-I - CUT TRIMMER FROM 2X i 2 CTYPJ IWASHE / � �' � 0 I 18 GA HURRICANE I — — — Ix8 FASCIA W/ 1X4 TRIM 2X4'8 6 32„ O.C. SECOND FL ANCHORS 6 16" O.C. RAFTER BEARING � (SUB) CUT TRIMMER FROM 2X i r- 1 8 FASCIA W/ IX4 TRIM TOP OF FASCIA —_ _ _ SECOND FL 1] KITCHEN �' GREAT ROOM _ — _ _ _ _ _ _ _ � 0 - TOP OF FASCIA r _ PtORGH CEILING, LAP "V" JOINT 1X6'S ; C dp IX4 WOOD TRIM AROUND PORCH 3/8" PLYWOOD SOFFIT WITH 2" 3/8" PLYWOOD SOFFIT WITH 2" CONT0 0 AIR INFILTRATION/ CONTINUOUS PERFORATED ALUMINUM V PERFORATED _Ile SI_ — — — � 1kC12 WOOD TRIM ALUMINUM VENT MOISTURE BARRIER ALUMINUM VENT 1kC8 1U00D TRIM I IX6 FRIEZE BOARD 1Xlm WOOD TRIM I ( - 1/2" SHEATHING I REF I 0 IX4 WOOD TRIM I (2) 2XI2'6 BEAM W/ 04 1% 2X4 LOCKING I D D r——T——, 9 D D D HE GNT OF WALL T MID BLOCKING AS REQ'D " SX8 WOOD COLUMN 1/2 SHEATHING � (WASHER I DRYERI � / \ / � B PCJRCH • in AIR 1X8 HORIZ. WOOD SIDING I E OF PIER BELOW - MOISTURE BATRRIER C n KITCHEN n UTIL ITY n UTILITY ITT �p - I/2" GYP. BOARD '11'-6 1/2" 1/2° 2X4 BLOCKING AT MID r- `� C 2X4 STUDS 16" O.C. 4 1/2" WIDE HANDRAIL,CUT HEIGHT OF WALL �— � — FROM 2X6, W/ 3/4" CHAMFERS Lu 3/4"Xl 1/2" WOOD LIGHT APRON MOULDING IX8 HORIZ. WOOD SIDING C LIGHT LIGHT LIGHT ❑ A ! 1 1/4" SQUARE PICKETS w ❑ ❑ _ O =n 1/4" TREATED 5/4" X 6" DECKINC3 `^ u0 3/4"XI 1/4" FRAME TOP Q `n `� ir) MIRROR ON TREATED 2X8'S O� AND BOTTOM �? WL) A �� \ in TREATED �� 1/2" GYP. BOARD r 3 /4 MIRROR 1/4" MIRROR\ BRIDGING IS1 3 1/2 WIDE BOTTOM RAIL291 / LINEN W/ 3/4 CHAMFERS 2X4 STUDS 6 16" O.G. p= LAV N LAV LAV LAV z -' IS I —/ IX6 WD. TRIM ON IX4 TRIM BASE j� i D i i— FIRST FL — IX2 U1D. TRIM _ _ FIRST FL — — — — — _ FIRST FL / D \ / / , , r T ISUB) (SUB) 1X10 TRIM BOARD ISUB) D (\ \\ (2) TREATED 2X6'5 W/ T WOOD DRIP TREATED 2X2 LEDGER M,a,STE}� �3,a,T}-I FWDR. ROOM � 5ATH #2 AND IX10 TRIM BOARD n GLU"EDtAND NAILED (ADD 1/22" Hr TREATED LATTICE ON \ I TRTDD. 2X4 FRAME W/ EXTERIOR GLUE PLYWOOD II a CD ' UNDERLAYMENT IN WET AREAS) METAL FLASHING 2X4'5 a 32" O.C. VERT., ` ' BRACING 6 48" Or—, 8" C.M.U. BOND BEAM WITH INTERIOR E L E Y AT I O ` & 1/411 a 11_011 AND 1X2 TREATED TRIM 05 BAR PROVIDE 1/24 GALV. ANCHOR N ON FOUR SIDES BOLTS g 6 0 O.C. TO SECURE TREATED 2X12 PLATE z -u. 0416 g 24" OG. EXTEND =ll—III A Cj �,;` JT1—III—I�=1Ii-11 I 1=�L=1LI— I LI=J 1' TO BOND BEAM .. —L�.----III=LrI-11• '�—III—I i I� � 1 i I—III- • =T—�= , 12 Im .I y II I II I II I II ,I I I- 1=_—I I A' �� �r —1 w o O III=1 I BRICK AND BLOCK FOUNDATION : s Y ...1 a0 0 r -�.• WALL W/ HORIZONTAL JOINT _ •f r J J; S I' I I REINFORCING 6 16" O.C. VERT.01 • ' n- _ 18 GA. HURRICANE , L——— — — ——J FILL ALL CELLS BELOW GRADE WITH ': '— > ti (D ANCHORS 16" O.G. r—� i 2500 P.S.I. CONCRETE I I WATERPROOFING W 'O co RAFTER BRG. IV M. BEORM. ILI Sp 4• My� TOP OF FASCIA - ••w INSULATION BOARD TO N m I `I •.' PROTECT WATERPROOFING I" ° •• �E C I I OI�t 04'8 6 IV' O.C. 'O 2 3/4" = 1'-0" TURN UP INTO WALL ` 2X4 FRAMING 16" O.C. I00 m 8" I'-5" ••��':;: :r•. 4" CONC. SLAB WITH 6X6- .'ti: ��• W CC) 3 WIAXWIA WWF OVER 6 MIL MOISTURE r 00 3 •' BARRIER OVER 4" GRAVEL FILL SEE I/6 FOR •.. CDADDITIONAL INFORMATION :.I' ' :• , 3 BASEMENT + • _ _ — _ BASEMENT = X a. (TOP OF SLAB). - ._�I t (TOP OF SLAB) 0 0.e 00 8 . •'�.••' ' O 0c) 00 80 6" 4+ PERFORATED DRAIN O 8 O O ooP- �do 0 0 OO O O O OO PIPE AROUND PERIMETER O O O O O00 • 'I • o'° °88°° • .4 • o ••04•o V m O OF BASEMENT O O C�"I ON �� d L. O OO O 00 O RUN c0 DAYLIGHT O O 00 O ° •' ° 3/8" EXPANSION JOINT FILLER 3 3/4 = 1 -m I d B O O O 1/^\' N 000000 OOOOU 0 h*axte�x�Af.l.litl 1=1tt)1'sc£'I liS 0 a.... ....._..-..._...-.�.....�.__ 0 —.� a ° O O O O It is a violation of the 1'udcral Copyright Act to nrint O O O FOR FOOTING SIZE AND REINF. these:plalls untas tills 110ticc appi it)111s!)and 111v SEE GENERAL NOTES St;usto:nrr has a letter of rcieas:c (tFrOltGil\`ALstarnp;cl in reel.) 111411 oI I ' WALL _ from DONI ALD A.GARDN i R ARCFII1Tit .S,INC.N . III //�� II I CC T * � 3 tltittit}taiacclultlircustomcrsttnudNS the reproducer � Wr'—�J�l.� JEC I IOI�I 3/4" N - ix8 WOOD TRIM FACING y 10 ON 2X6 CONT. (TREATED REG. yak o N 0 r AT EXTERIOR)WOOD Ifyou suspect this to be nn illegal copy,please call nn// COLUMNS AS SHOWN 1•Lt1;!•358-75R0 11L r=x ERIOR/INTERIOR N LOAD BEARING NOTIC1rTO ALI,IIMIROIN?cER's o O Z 4 SECTION 3/4" - 1'-0" DO NOT SCALE DRAWINGS. z �— O Y H � '� W w NOT TO BE COPIED L RIGHTS OR REPRODUCED WITHOUT WRIBTTENOPERMI SIONARDNER, INC. Q T- N Q Z 1,- z W 0 CJ O v a > z o a 9 o a J Q m U m > N 5 RUC I U SAL 1 `�O I Ev w Q U Q I W W W O_ Q PHANTOM LINE INDICATES STEEL BEAM - ---- ------ --__ -- ---- ------_ ►- Z Z w Z W -I w z Z W o Q = y 7`' ' THIS SYMBOL INDICATES LOAD BEARING _ _ _ _ _ — — — — — — — —1 - �'s INTERIOR WALLS. ALL EXTERIOR WALLS — — — — — — — — —— — — — — _—_� — — — — — — — m U J N Cr ARE LOAD BEARING I r- - T- o m a `` a �' 3 / ^ I t,. N V1 nw. in 2 W —————— DASH LINE INDICATES ROOF FRAMING I °J J I r - - -- - - - - - - - - - / ROOF BELOW I � � '° I I a c�.� ti o a < � CENTER LINE: INDICATES BEAMS BELOW I I I RAFTERS (Im') I N a ROOF. ( SEE STUD NOTE O BELOW) I I 6 I tDl I I I RAFTERS (101) ej I I OINDICATES TIHE NUMBER OF STUDS I I I I I UNDER BEAM ABOVE. I DORMER FRAMING tYP. (2)DORMERS 1 n NOTE: I I I / IF NUMBER OF STUDS AT BEAM ENDS I I _ —_- -_ ___— _-- -- I CLG. / 1 ARE NOT INDICATED,USE (2) STUDS. XI I UNLESS NOTEED OTHERWISE, ALL INTERIOR F'- _ I- - -- - -I I I I r - I I RAFTERS (W-10')I RAFTERS (8'-109 I I O I I DOOR AND (WALL OPENINGS IN LOAD BLINTEL WITH (2) STU ALL HAVE (2)2x10 I II II I ( I II II I I( I II II -� ' — — — — — — — — — — EARING WALLS SHDS AT EACH LINTEL END (T I I II Rs .II JRSAT's._ Sm I I II a� c 1009 (1 ) I I I 1 r UNLESS NOTI£D OTHERWISE, ALL EXTERIOR � ig NVc�DOOR AND IwINDoW oPENINGS SHALL HAVE (2)2X10'S WI1TH 1/2" PLYWOOD PLATE LINTEL. USE (2) STUI;)S AT LINTEL ENDS UNLESS OTHERWISE tNOTED. PROVIDE STEEL LINTEL ANGLES W/ 4" MIN. BEARING WHERE REQUIRED CLG.JST'S. (14') OVER EXTERRIOR MASONRY WALL OPENINGS. AT ALL BUILDING CORNERS USE NOMINAL 1/2" 0 I I I II Q I I I RIDGED STRUCTURAL GRADE 2 PLYWOOD OR NOMINAL I m " I I OCI I I R I I I II m I I II II I I I I I I I I I I I 1/2" OSB (01RIENTED STRAND BOARD)MIN. = ( I `" I II �' "' I I 4'-O" WIDTHI. USE ad NAILS v 4" O.C.FOR I I �• I RI I I I I �' EDGE NAILING AND 12" O.G.FOR ALL f---= ---------- ------ -------- Il I 1 t I I I I ---------------- ------- ---------1 I ( CLG.JST'S. 114') INTERMEDIAITE NAILING. I \ I / \ _ _ _ CONNEGTO}�S INDICATED ARE MANUFACTURED I I ® \ �— / . (2)13/4"XI6' G.L.ROOF BEArI�- BY THE SIMRPSON STRONG-TIE COMPANY, INC., I \ / \ / SAN LEANDRRO, CALIFORNIA 94511 I I \ I \y/ I I I _ 3-A �LPL H 1�s _ N/ V/ i J-- — — \ i (800-999-5i099) I � FL.JST'S. (14 1 I 1 I ') I 1 BRACE ROOF to WALL OR BEAM BELOW I _ I I 2--� f1FiLVL �A �-JLl _ _ _ _ _ _ — _ w/ 2X4'8 6 -132" O.C. N. _ _ — — — — —_ — _— — —— — — — — — — — — _. , +wAP.a„>-x..'x.l•,a iv.., .,cir-..y14W,w.cewin•:r.ariN'MxYtl:t'RM, a+h•...+a..rrvu +Mro+Ma+wN.++•.. y _. I-7— N. 510 h ,ee •+vnnToI di J I 1 1 �*�/� RIDGE I FL.JST'S. d)I -a^� u' I 1�l DESIGN CRITERIA I _ w _ �IT�-Rf�s_E E'AM-- — -- ------- ---- — --- --- c�IOGE-Bc-A�t -- li2') 9 rn FL.JST'S. (14) ly _. TO T DGE 2 I I `^I LL l2)2XI0's,TYP.r O (NOTE: ACTUAL DESIGN CRITERIIA IN YOUR AREA MAY VARY. IT IS I RIDGE R O I I I —_ THE RESPONSIBILITY OF THE ODUNER/BUILDER TO VERIFY THESE.) I `• I I I I v I (2)2XI0'S WITH I/2" • e II II I PLYWOOD PLAT E,a TTNP.L$ERIORI. FRAMING DESIGN BASED ON THE FOLLOWING LOADING DOOR AN WINDOW C14WCONDITIONS: ROOF 4 FLOOR DEAD LiOADS - 15 P.SF. lZ - A5Gst00 ROOF LIVE LOAD - 2e Ps 5 FLOOR LIVE LOAD - 40 P.S.F. I U n I I I I I O 20MAXIMUM WIND SPEED - ��•I. 2 FL.JST'S. " /FL.JST'S.V y �I �I I i � I I I I \ ;5 2. VERIFY SEISMIC REQUIREMENTS FOR YOUR AREA f I2')i U U �\ . �l, [l I \ I // I `\ - 3. SOIL DESIGN BEARING PREBSURE IS ASSUMED 2000 F.S.F. I ji / I 1 lfx Z,S��uV/ LOCAL SOIL CONDITIONS ANID/OR LOCAL PRACTICE MAY T A MORE STRINtGENT FOOTING AND FOUNDATION I L'Jv - _ " (3)2XI0'S NECESSITATE I it �I IQ .. I I � I I WALL DESIGN. CONSULT WITH LOCAL CONTRACTOR OR BUILDING I I //O I \\ - - - , A I -, 0 �--+-di ---INSPECTOR. I / RIDGE I \ II wI III I ' I j I > LL I I I I I I I � m I I I I 1 I I � 0 I CLG.JST'S. (14') 0 4. INSULATION: I I I 1 5410 WELDEDI l u :. -i -i R■1.6 KIPS CEILING—R-30 I I % I I \ I "'I ' �Ib �' I� I I I � I I I -! WALL �a15 I W12X30 STEEL B M FLooR— a3� I ' / I I I \ xu I oil I" �II� I I I � ` I I - - -- - -- - -- 5. G.L. MATERIAL SPECS I I �.v O I ) I O iQ•r RAFtERs�RAFTERB — — — — ( Rs IRAFTBF �—— — I I S410 WELDED I \ < I ROB KIPS ( ( di di LAMINATED VENEER LUMBEIR GANG LAM LVL, I I / I oa I G I I I SHALL BE BY LOUISIANA-PACIFIC of r r�,j w l \ c' o (10') I I 110) I (10) (1 I I 1 I n t I a 1 I „ I I I �; , WILMINGTON,NC (800-999 9t105) OR I v/ \ I ;f I I 2X6 I I I I 2X6 I I P 1 �I I CLG.JST's. J � I ! ( I I i `�' APPROVED EQUAL SUPPLIE`-R i I %/ R,eFTEt�S (8'-181) �I RAFTERS (8'-18') PROPERTIES SHALL MEET O)R EXCEED: Q� J ''4� t I Fb - 2950 PS1 I I / J'zI ( \ I I 2X6 I 2X6 X I I X Fv - 2"30 PSI I I �° I I L -- _ _.}. J �- 4- __ -�- i I ' � E - 2000,000 PSI I I I CLG.JST'S. CLG.J5T'S. _ " CD GANG LAM "S" LVL'S ARE INDICATED. I I // I x I I \\ i I I I i I I (12') t di 1 029 GANG LAM "W" LVL'S CAN BI£ USED BUT VARY FROM SIZES INDICATED — — — T — 4 CDLU _ �w ,=.�, = .II I/ I 2X6 I �- I , I CLG.JST'S.i(10') I �'LX12f' ( I611{7� I I N C I I i I i I RAFTERS 08') I RAFTERS rl8) I I � t I I i I I I I I - - - A �� A Z U A - -I - -- ram- — I T I L _ _ _ - - __ _ _ _ _1 I (2)13/4" x91/4"GL. (2)13/4" x914" GL. rj Q (n I I 4 NOTE,SEE DETAIL I---- - - ----- ------1---- - -- - --------J THIS LINTEL OO E J W p O z J co v a. J L i STF:UCTURAL LEGEND „ - SECOND FLOOR STRUCTURAL FLAN ROOF AND CEILING 5TRUCTURAL FLAN 1/4" - 1'-0" 1/4 1 RAFTERS► (X9 9F �` C R.�FTERS,?!Ob'S � I6" OTC. • Z • W 'v UNLESS NOTED OTHERWISE Via,. � �- ij�t�2 W tU l� tro'(k :T rt�.c.►,I:.1 it(�;1trt;c=ty 1 . CD FL.JST& (X) FLOOR JOISTS,2XI0'8 m 16" O.C.✓ sae/ - � N � WIN BRIDGING It iS:1 vi�l;iit)tl of t}s:I- &ral Cop rirlit Act to prim I' UN_ESS NOTED OTHERWISE C 12 O.C. these{Mans art:rss this ttcx}cc,nprars in I:F.t�Ind it;c NAIL PLYWOOD FLITCH BEAM q� ti L;:s:nryer h,.is a lsttcr of r::tcase O TOGETHER W/ lbd NAILS _CLG.Jst s. rx) CEILING JOISTS,2X8'8 m 16" O.C..i (;v/C)RIrINAt.:ctari;Itcd in reel.) (� � STAGGERED TOP AND BOTTOM, UNLESS NOTED OTHERWISE from DONALD A.0i",Itt:NER AitCHITEC17S,INC. co MULTIPLE SCUD POST t0 x x EACH FACE RIDGE BEAM ABOVE 'Phc Rcttcr of t:awsti must tr si};ncd I:y tlic repicduccr CD 0 00 NOTE: and retarnc�i by Ilia cus:umcr. x x x WHERE BEAM SPAN IS GREATER 2X4 WOOD BRACES AT 45 THAN 8'-0", CENTER 8'-0" LONG 3 DEGREES TO JOISTS AND BEAM PLYWOOD AT CENTER OF BEAM you Euq. t t ~ s� BELOW. LOCATE BRACES AT SPAN. BUTT ADJACENT PLYWOOD If ynu su.,gcst this to br an iNcgHt copy,please salt STEEL BEAM, SEE N MIDPOINT OF POST PIECES TIGHT TO CENTER PIECE. Y.fatlil_335-?5SD "STEEL BEAM E30LT , STAGGER JOINTS AT BEAMS WITH PATTERN" DETAIL MORE THAN ONE PLYWOOD PLATE. �.�Tit:E'lfl AM.r.:%I'!t(?I3:)l:t:IT-S THIS DRAWING X (2) 1/2"0 LAG SUB FLOOR SOLID BLOCKING O FI WOOD FLITCH 5EAM DETAIL TOP PLATE OF 51L}D WALL BOLTS (CUT FROM 2XI2'S) 1— 1'-8" 2'-0" O.G.MAX. 1 SPACE m BETWEEN BEAM SIMPSON CO. 14ANGER NOT TO SCALE AND .UB FLOOR 3/4"0 BOLTS _ _ - WIITH2116d NAILS INTO 0. 4 WASHERB N BLOCKING Q T 12 FOR(2) OR MORE GANG LAM. Tj 2X BLOCKING, T FROM 0 1 3R BEAMS,NAIL MEMBERS - 2X8, WITH 1/2"0 ANCHOR TOGETHER W 16d NAILS 3 I/2" MIN. N STAGGERED LTS a 11 O� • x x STAGGERED TOP AND BOTTOM, BEARING EACH FACE -�• -�• o x x x 4 1/2" 10" 2'-0" O.C.MAX 1/2"� BOLTS g 2'-0" SE C I ION AT STEEL 5E GANG LAM LVL BEAM O.C., STAGGERED, t0 ANCHOR PLATES '� 1 1/Z" = 1'-0" o 0 [DETAIL OF FOST FROM ANGLE 110 LA l/4"x3 1/2"LG. I I MULTIFLE GANG LAM. DETAIL WITH 1/2"0 LAG BOLTS -,STEEL �3E,4M 5OLT PATTERN 5EA1'''i TO RIDGE �3EA1„I 0 NOT TO SCALE l4) STUDS NOT TO SCALE (REFER TO BEAM SECTION FOR BOLT LOCATIONS) DE�'�4I�. OF C-I:r4RAC.�� LINTEL Z 'CS � ,- U T NOT TO SCALE DO NOT SCALE DRAWINGS. Q w Q/ NOT TOCOPYRIGHT EUCOPIED/OR RE RODUCEDT WITHOUT WRITTENOPERMISSION RDNER, INC. Q N WIND- BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL FOR WALL OPENING PROTECTION OF120 MPH 3-SECOND WIND GUSTS WIND 0 W D 0 0 R SCHEDULE EXPOSURE CATAGORY: C ( MAXIMUM MEAN ROOF HEIGHT: 35') MEAN ROOF HEIGHT: 1.9'-7" EGRESS GLAZING U VALUE UNIT AREA MIN.D.P. MIN.D.P. UNIT D.P. NOTES SHUTTER ASSEMBLY SYM MANUFACTURE CATALOGUE NUMBER DESCRIPTION S.F. S.F. S.F. QTY. ZONE 4 ZONE 5 N.T.S. A/B ANDERSEN 3062 DBL.HUNG 6.0 15.3 0.35 20.2 3 35 45 50 MUST USE DESIGN-PRESSURE UPGRADE FOR CODE COMPLIANCE FOR PANEL SPANS: C/E ANDERSEN 3062-2 DBL.HUNG 6.0 15.3 0.35 20.2 3 35 45 50 MUST USE DESIGN-PRESSURE UPGRADE FOR CODE COMPLIANCE 0 < 4'0 WIDE SPAN - - 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD D ANDERSEN 3462-2 DBL.HUNG 6.7 17.2 0.35 22.3 2 40 50 MUST USE DESIGN-PRESSURE UPGRADE FOR CODE COMPLIANCE (OVERLAP AROUND OPENINGS 4") F ANDERSEN DHP4262 PICT.WDW. 22.3 0.35 27.4 1 35 50 ASSEMBLY: ' G ANDERSEN DHP4252 PICT.WDW. 18.5 0.35 23.1 1 35 50 WINDOW GLAZING MUST BE TEMPERED GLASS AS PER CODE ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ #10 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL H ANDERSEN DHP4242 PICi'.WDW. 14.6 0.35 18.8 4 45 50 WOOD SCREW @ 16" O.C. ] ANDERSEN C245 CSMT. 6.1 13.1 0.35 17.6 1 35 50 ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: #10 TEE NUTS ATTACHED TO BLDG. w/ #10 ( W/ WASHERS) AFC106 ARCH WDW. 0.7 0.33 1.3 40 45 MACHINE BOLT @ 12" O.C. K ANDERSEN -OVER- 1 C135 CSMT. 4.6 4.9 0.35 6.8 40 65 K ANDERSEN CR135 CSMT. 1.8 3.1 0.35 4.8 2 45 70 1/OX4/6 TRANSOM 0.55 4.5 40 UNITS MUST MEET MINIMUM DESIGN-PRESSURE 1 N/A -OVER- -OVER- N/A 1 AND U•VALUE LISTED 1/6-3/OX6/8 S/L-ENTRY DR. 20.0 0.55/0.55 10.0/21.0 40/35 FOR COX COMPLIANCE 011OX2/8 TRANSOM 0.55 2.2 40 45 UNITS MUST MEET MINIMUM DESIGN-PRESSURE 3/4 N/A -OVER- -OVER- N/A 3 AND U•VALUE LISTED 2/8X6/8 ENTRY DR. 17.8 0.55 18.8 35 50 FOR CO)E COMPLIANCE Fi2 GADCO 7825 8/OX7/0 O.H.DR. 56.0 - 56.0 2 35 35 MUST USEE DESIGN-PRESSURE UPGRADE FOR CODE COMPLIANCE MULTIPLE SECTION ASSEMBLY: 1/4" THICK BOLTS @ 2' OC SHUTTER ASSEMBLY N.T.S. ALTERNATIVE FOR OPENING PROTECTION FOR PANEL SPANS: TABLE 1609.1.4 4 OR WIDER SPAN WINDBORIJE DEBRIS PROTECTION FASTENING 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD SCHEDULE FOR WOOD STRUCTURAL PANELS (OVERLAP AROUND OPENINGS 4") �' �•i FASTNER SPACING (INCHES) FASTNER PANEL SPAN 2 FEET<PANEL 4 FEET<PANEL 6 FEET<PANEL 2x4 STRONG-BACKS @ 24" OC TYPE <2 FEET SPAN<4 FEET SPAN<6 FEET SPAN<8 FEET I' �•'' 2-1/2"#6 ASSEMB LY: WOOD SCREWS 16 16 12 s 1). PREASSEMBLE PLYWOOD TO 2x4'S: # 10 (w/ WASHERS) GALVINIZED OR 1' 2-1/2#8 16 16 1s 12 STAINLESS STEEL WOOD SCREW @ 12" O.C. 1,i- U wooD scREws 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM S WASHERS) GALVINIZED OR STAINLESS STEEL WO PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN OD SCREW @ 16" O.C. ONE- AND TWO- STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4) MACHINE BOLT @ 12" O.C. WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENCED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4"MAX. tKING STUDS I _ 4"DIA.MAXIMUM CRIPPLE STUD CLIMATIC & GEOGRAPHIC DESIGN CRITERIA RAFTER GROUND WIND SEISMIC FROST WINTER ICESHCELD LEDGER SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLA'YMENI FLOOD HEADER LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS RIDGE 45 LBS. 1211 6 SEVERE 3 FT. MODERATE SLIGHTTO 11 NONE TO HEAVY MODERATE Z RAFTER JACK STUDS " M RAFTER.—TO—LEDGER CONNECTION LEDGER TO BE CONNECTED TO IBLDG.USING 112"DIA.BOLTS @16"OC WITH WASHERS HEADER—TO—POST/STUD CONNECTION DECK AND COVERED PORCH NOTES: RIDGE—TO—RAFTER CONNECTION RAFTER SIZE USP NUMBERI DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 1).Unless otherwise noted,all framing material to be#t1 ACQ pressure treated lumber. LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2xB LS26 18g�a.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD All fasteners,hangers and anchors to be galvinized or stainless steel. STAIR RAILING ROOFJ LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18 2a.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD g 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored 1-1/2"SPACE into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. MINIMUM 3).Posts supporting girders shall be anchored to a minimum 12"xl2"xl2"thick concrete footing,Use a minimum 1/2'dia x 7"long anchor bolt with washers and nuts.Footings Shalli RAFTER be 3 ft.below grade. HANDRAILS 4).Deck joists to have blocking at 8'0 o.c.. RAFTER 5).Flashing shall be installed between the building and ledger.Lapping up the sheathing and over the ledger.Ledger to be fastened to building with 1/2"dia.bolts with washers POST and nuts at 16"o.c. TOP PLATE 6).Concrete piers shall be a minimum 6"above grade for girder support. TOP PLATE 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored BALUSTERS to girder(s). RIMMECK JOIS ° WALL STUD WALL STUD 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. OPEN BALUSTER ATTACHED TO WALL ° HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE POST—TO—DECK CONNECTION NAILING SCHEDULE SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN 4"-6"RAFTER RT10 10-314"x 18ga.TYDOWN ANCHOR CONNECT TO CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL EACH RAFTER PLATEIWALL SPTH4 STUD PLATE ANCHOR CONNECT OVER USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD ROOF SHEATHING: EACH RAFTER JOINT DESCRIPTION NAIL I NAIL NOTES QTY. SPACING STRUCTURAL PANEL 8d AS PER TABLE 3.8 WFCM-SBC 4"MAX. 4"DIA.MAXIMUM •�►� � r� GIRDER/HEADER• GIRDER/HEADER ROOF FRAMING: ° JOINT DESCRIPTION NAIL NAIL NOTES ° QTY. SPACING Z JOIST POSTICOLUMN ° RAFTER TO 6'WALL:3-8d COMMON EACH TOE-NAIL g o ° TOP PLATE 10'WALL:4-8d COMMON RAFTER POSTICOLUMN CEILING JOIST 8'WALL:3-8d COMMON EACH TO TOP PLATE 10'WALL:4-8d COMMON JOIST TOE-NAIL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM-SBC LAP NAIL GIRDER/HEADER CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE POST—TO—GURDERMEADER CONNECTION OVER PARTITION WFCM-SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE LOCATION USP NUMBER DESCRIPTION APPLICATION TO RAFTER WFCM-SBC END NAIL SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN BLOCKING 2.8d COMMON EACH TOE DECK/PORCH RAILING 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST—TO—GIRDER/HEADER CONNECTION TO RAFTER END NAIL LOCATION USP NUMBER DESCRIPTION APPLICATION HOLLOW COLUMN SIMPSON S�TRRi/2 RC- ANCHOR APPLY TO EACH COLUMN TO RAFTER JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST USE MIN.(2)112"DIA.GALV.BOLTS WITH WASHERS AND NUTS RIM BOARD 2_16d COMMON EACH END END NAIL WALL FRAMING: ° UNDISTURIBED SOIL GIRDE JOINT DESCRIPTION NAIL NAIL NOTES LAY PLASTIC BASE DIRECTLY ON QTY. SPACING UNDISTURBED SOIL(ORGANICS REMOVED) TOP PLATE TO 2-16d COMMON PER FACE MAIL ° LEVEL BASE TOP PLATE FOOTAT ° WOOD JOIST FIT CONSTRUCTION TUBE AND PLUMB • ,' TOP PLATES INTERSECTIONS 4-16d COMMON JOINTS FACE `S BRACE TJBE EA.SIDE NAIL. li (1�� FILL AS PER MANUFACTURES'INSTRUCTIONS STUD TO 24" FACE LEDGER CONCRETE PIE STUD 2-16d COMMON O.C. NAIL. \ ° GIRDER/HEADER HEADER TO 16"O.C. FACE ` WOOD JOIST III=III=III= _ =I= 1=II=III=III= ., WOOD JOIST _III-III=III=III-III-III=III=IIII-III-1I • " HEADER 16d COMMON ALONG EDGES NAIL. .; ?• TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD ENDi PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL. BOTTOM PLATE TO: PER FLUSH JOISTS WITH HEADER/GIRDER FLOOR JOIST,BAND JOIST, 2-16d COMMON FOOT FACE MAIL CEILING JOIST TO BLDG. CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH DISTURBED POOR SOIL HEADER/GIRDER—TO—POST CONNECTION END JOIST OR BLOCKING / LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS @1 THE PROPER STEEL CONNECTOR. 6"OC WITH WASHERS LOCATION USP NUMBER DESCRIPTION APPLICATION IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS LAY 4-6"LAYER OF CRUSHED STONE OR TO ALLOW FOR SHRINKAGE. GRAVEL (2)BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER LEVEL AND COMPACT BY HAND (3)BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIER LAY PLASTIC BASE ON COMPACTED GRAVEL DECK FRAMING: LEVEL BASE FLASHING TUCKED UNDER FIT CONSTRUCTION TUBE AND PLUMB NAIL NAIL TOP PIECE OF SIDING AND BRACE FILL AS PER MANUFACTURES'INSTRUCTIONS JOINT DESCRIPTION QTY SPACING NOTES LAPPED OVER FIRST CONTIN. JOIST TO: 4-8d COMMON PER TOE PIECE OF SIDING BELOW SILL,TOP PLATE OR GIRDER JOIST NAIL 1/2"DIA,LAG BOLTS W/WASHERS I=11=111=III=III=II=11=11 =III=III= BRIDGING EACH TOE _ _ _ _ _ _ _ 2-8d COMMON CONNECTED TO BLDG.@16"CC III-III ,III-III=III-III_III-III III-I1 TO JOIST END NAIL POST BLOCKING 2-8d COMMON EACH TOE � WOOD JOIST TO JOIST END NAIL SILL OR TOP PLATE OCKING TO.- 3-16d COMMON BOCK NACH AIL BLOCKING CONC. PIER FDOTING ° � LEDGER STRIP 3-16d COMMON EACH FACE FLOOR FRAMING BIGFOOT SYSTEMS FOOTING FORM ° TO BEAM JOIST NAIL 2x JOISTS 12"x12"X12" " " JOIST ON LEDGER PER TOE IN ACCORDANCE WITH SECTION104.11 OF N.Y.S.RESIDENTIAL CODE THIS DESIGN CONCRETE FOOTING TO BEAM 3-Sd COMMON JOIST NAIL WOOD GIRDER COMPLIES WITH THE INTENT OF THE CODE ACID THE MATERIAL OFFERED IS <" "V BLOCKING FOR AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT BAND JOIST PER END JOIST HANGER PRESCRIBED IN THE CODE. "" 3-16d COMMON LAG BOLTS TO JOIST JOIST NAIL _ ° THE DIVISION OF CODE ENFORCEMENT AND�DMINISTRATI ONS FINDS THIS PRODUCT BAND JOIST TO: PER o ° ACCEPTABLE FOR USE IN N.Y.S.BASED UPON ICBO EVALUATION SERVICE REPORT SILL OR TOP PLATE 2-16d COMMON FOOT RIM JOIST/BD. TOE NAIL °e SPLICED JOISTS OVER HEADER/GIRDER ER-5495AND SUBJECT TO THE CONDITIONS THEREIN. DECK POST FTG. CO N CTI PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND LOCATION USP NUMBER DESCRIPTION APPLICATION USE WITH RT10 TYDOWN ANCHORS 4X4 POST PAU44 OR WE44 I POST/BEAM ANCHOR APPLY TO EACH FOOTING DECK/PORCH LEDGER CONNECTION 6X6 POST PAU66 OR WE661 POST/BEAM ANCHOR APPLY TO EACH FOOTING WIND LOAD LATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUC?ION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS \ RAFTER WALL STUD ENDWALL CRIPPLE STUD BOTTOM PLATE 0 LEDGER BATHTUB 0 RIDGE DOUBLE JOIST HEADER SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1 ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION WI ANCHOR BOLTS BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBERI DESCRIPTION APPLICATION JLOCA1ION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 JOISTS.UNDER WALL. 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-11/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ( ) ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE THE FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER BLOCKING @24"OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND / LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTfER RAFTERS MAINTAIN SILL PLATE(S) , WALL SHEATHING VENTILATION WOOD JOIST ANTAIN SIDEWALL FLASHING FOUNDATION - -'- -', / TOP PLATE BLOCKING � FINISH WALL AND MOISTURE — 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED 70 WALL STUDS @48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AT WALL•-MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA - -a-GUTTER FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUUD NOT LESS THAN 1/150 OF THE AREA OF WOOD GIRDER INSTALL 4'0"O.C. �,� THE SPACE VENTILATED. ALL OPENINGS I -CONTIN.SCREENED VENT 4"-8" LSTA24 1-1/4"x24"20ga.STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- l ON ALL OPENINGS y PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH CONTIN.SOFFIT/EXT.PLYWOOD INSTALL 4'0"O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF INCH IN DIMENSION. SOFFITED SAVE 8"-14" LSTA30 1-1/4"x30"18ga.STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR� '"� GAP TO PREVENT CAPILLARY 4"-6"RAFTER RT'10 10.3/4"x 18ga.TYDOWN ANCHOR CONNECT TO ON ALL OPENINGS / - EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0"O.C. ,• ACTION 14"-16" LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS 8"-12"RAFTER RT'20 21.1/8"x 20ga.TYDOWN ANCHOR CONNECT TO ROOF VENTILATION OVER BEARING WALLS AND HEADERS/ EACH RAFTER ON ALL OPENINGS KEEP ROOFING NAILS OUT SOFFITED SAVE DETAIL OF FLASHING 2ND.FLOOR WALL ' / ROOFING LAPS BASE ' FLASHING 4 INCHES LJL _J, BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN.4 INCHES THROUGH VENT • WOOD JOIST (� TOP PLATE / GIRDER/HEADER SIDE WALL FLASHING 1ST.FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST AND ALL WINDOWIDOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALL5, WALL STUD • FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES - PROVIDE HEMMED EDGES 50 RAFTERS INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND 4"-8" LSTA36 1-1/4"x36"18 a.STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP MIUNIBER DESCRIPTION APPLICATION g PRE-MANUFACTURED KEEP SHEATHING MIN.1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE RAFTER/PLATE RtT15 TYDOWN ANCHOR THE PROPER STEEL CONNECTOR. INSTALL 4'0"O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE,SET FIR JOISTS APROX.1/2"HIGHER THAN LVL HEADERS 8"-16" MSTA48 1-1/4"x48"16ga.STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE ON ALL OPENINGS PLATEIWALL SFPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD OF ROOF TO ALLOW FOR SHRINKAGE.8 REDUCE BUMP OUTS i l DBL.SILL PLATE TERMITE SHIELD SUBFLOOR • SILL GASKCET � / � WOOD JOISTS \\\ y CONC.SLAB /�/ r GASKET NEOPRENE -�� ; I /� 2x6 /2x8 CONTINUOUS WOOD PLATE 6 MIL.POLY TYP.CONC.FOUNDATION ( � '� - \�, � , ' DAMPPROOF EXTERIOR \, GRANULAR FILL BOLTED O STEEL BEAM WITH ) 6MIL POLY ON EXTERIOR " B STEEL COLUMN • 7 1 I I/2 DIA, OLTS 0 48 ,c o . STAG, `• ' v ` I _ p \ d d ^ _ o '• a \ ROOF JACK ` 11 STEEL BEAM o �r CONC.SLAB 4" x 1/4" x 8" STEEL \. COMPACT FILL r •p \� d ZS p � D' ROOFING AH NG AT S TOP AND BOTTOM PLATE � WITH 1/2" x 6" ANCHOR BOLT KEYWAY FOOTING o / �! ^ F, ^ �! CONC.FTG, USE WITH 3x3 SQUARE WASHERS SIDES AND TOP 1/2" GROUT A ANCHOR BOLT' CONNECTION o D ^ (USP LSPS58 OR BP583) p4 REINFORCING BAR- FOUNDATION 5/8"DIA.ANCHOR BOLT I I 3" STEEL COLUMN DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS , , 10 KIPS SILL PLATE TO FOUNDATION 1 STORY 72"OC ROOFING AT BOTTOM CRAWL SPACE OR F;OUNDATION SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL WHERE NEEDED FOR STRUCTURAL BRACING. TYPICAL CONC.FOUNDATION.APPLY PILASTERS MIN.3"STEEL COLUMN ANCHORED TO 24"x24"xl2"CONC.FTG. CRAWL SPACE OR FFOUNDATION 2 STORIES 36"OC STEEL / BOTTOM BEARING WALL BOTTOM PLATE 1TO FOUNDATION 1-2 STORIES 57"OC SLAB-ON-GFRADE ROOF JACKS 4 VENTS DETAIL I I T SUBFLOOR CONC.SLAB I I DOOR FRAME 6X610/10 WWM GARAGE �^ COMPACT FILL DOOR O--JOIST ' USE 2X8 ' I FOR BLOCKOUT STEEL BEAM ' 4" SLAB _ • P.T.PLATE W/ 6X6 WMM n I I 4°DR VEWAY NOTCH JOIST AND ADJUST HEIGHT p., 1/2"AIR.'ACE < \ � <� ^° ° 'iv :' (WITH A NAILING PLATE IF NEEDED) AT ENm AND TO BE APROX.112"OR HIGHER THAN '- c ,C•c^ IDES IOF WOOD �`° n ' o o STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE p Q y�'Q-kr� <<-"" EA` 24 G d �, cBEAMSi ° o ° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED6X6 W.W.M. _,_ _ _„_ _ _ a —_11112" • ' a � `'', _ p p o a o •° I -_�I I.J I L- •, \ NOTCH 3EAM FOR MUDSILL IF REQUIRED-MAXIMUM -rf I , ° ° "- SUBFLOOR h41N. �/� ° REINFOPCING BAR , C'p o° NOTCH EQUALS 1/4 DEPTH OF BEAM 'it�II e e �° I I I I 's REINFORCING BAR e . I_I a o JOIST DRAIN TILE • I.�—PI e :• SHEET METAL/30#FELT UNDER BEAM AT POINT II /)'A1I- 12" _ OF CONTACT WITH CONCRETE OR CONC.BLOCK III T-1 i 1_11a, IF STEEL BEAM � ° ° 311 SHIMS 70 LEVEL BEAM +t PLATE(BOLTED TO BEAM) ' TYPICAL CONC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)44 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. •^ ^ REINFORCE FOOTING WITH(2)#4 REINFORCING BARS. 3"MININUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT BEA`1 POCKET WIND FRAMING NOTES NAILING SCHEDULE r PLAN CONTENTS: GENERALNOTES 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters In accordance to table 3.4. JCINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required DIY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH BUILDING HEIGHT 28'-8" TOP PLATE 10'WALL:4-8d COMMON RAFTER TOE-NAIL TOTAL SO. FT. OF CONSTRUCTION LVG. SPACE: 1859 S.F.,BONUS RM.. 225 S.F.,GARAGE: <°2 S.F. TOTAL: 2516 S.F. 1).The Information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-8d COMMON EACH intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TOE-NAIL DESIGN CRITERIA PRESCRIPTIVE A5 PER N.Y.S. RESIDENTIAL CONSTRUCTION GODS AND TO TOP PLATE 10' for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters WALL:4-8d COMMON JOIST 1995 BBC HIGH WIND EDITION WOO FRAME CONSTRUCTION MANUAL State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL EXT.sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE EC BALCONIES 0 4 D OVER PARTITION WFCM-SBC LAP NAIL DECKS 40 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS w/o STORAGE 10 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAIL These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the ATTICS(G STORAGE 20 DESIGN LOAD CALCULATIONS should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE (LIVE LOADS PSF) ROOF !GROUND SNOW LOAD) 45 accordance with table 3.3. TO RAFTER END NAIL ROOMS (OTHER THAN SLEEPING) 40 3).Dimensions shall take precedent over scaled drawings. RIM BOARD 2-16d COMMON EACH END ROOMS (SLEEPING) 30 TO RAFTER (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: END I NAIL STAIRS 40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7Inches in concrete WALL FRAMING: GAURDRAILS (ANY DIRECTION) 200 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL EXPOSURE CATAGORY G construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION OTY SPACING NOTES precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt TOP PLATE TO PER FACE NAIL LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION specific use expressed or Implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, 2-16d COMMON (ROOF - FOUNDATION) DETAIL AGE i GENERAL NOTE AGE p p p P TOP PLATE FOOT SEE NOTE:1 anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATES AT JOINTS FACE NAILING SCHEDULE SEE GENERAL NOTE PAGE 5).Refer to the Window and Door schedule for exterior openings. corners. INTERSECTIONS 4-16d COMMON EA.SIDE NAIL EGRE59 SEE FLOOR PLANS AND WINDOW SCHEDULE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE FIRE PROTECTION 591m.. or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-16d COMMON O.C. NAIL (SMOKE t CO2 DETECTORS) SEE FLOOR PLANS attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c,in the field,and HEADER TO 16d COMMON 7).The General Contractor is to consult with the owner for all built-in items 112 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel H 16"O.C. FACE TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION HEADER ALONG EDGES NAIL such as bookcases,shelving,pantry,closets,trims,etc, edges and 10"o.c.in the field shall be in accordance with the length requirements specified In table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END ENERGY CALCULATIONS ESGNEGK 3.5 RELEASE I 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMON PER FACE NAIL length adjustment factors in table3.16. END JOIST OR BLOCKING FOOT SEE NOTE:1,2 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 1).The General Contractor and Mason to review plans,elevations,details and notes to _ determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING. GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION OTY. SPACING NOTES LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 3).Provide 1/2"expansion joint material between concrete stabs and abutting 2.4.4.2 and 2.2.4 respectively. JOIST TO: 4-8d COMMON PER TOE 45 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11I�F,I� concrete or masonry walls occuring In exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SLL,TOP PLATE OR GIRDER JOIST NAIL TO HEAVY MODERATE Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).An new concrete walls being attached to existing concrete structure shall 2-Sd COMMON y 9 9 with table 3.5.Window sill plates shall be steel connectors in accordance with labia TO JOIST END NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: be installed with#4 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING EACH TOE 5.Unless otherwise noted,all slabs on grade to be 2500 s.i..Concrete to be 2-8d COMMON 9 P• 9).CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3-16d COMMON EACH TOE to be minimum 3-1/2 inch thick. anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 6"O.C. SEE NOTES:1,3 along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE SEE NOTES:1 (BOTH FIELDS) 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMON JOIST NAIL INTERIOR ZONE 8d COMMON @ 6"O.C. ed COMMON @ 12"D.C. NOTE:2 FOR PANEL FIELD 8x16 cast iron foundation vent for every 150 sq.ft.of area. " DECK AND COVERED PORCH NOTES: JOIST ON LEDGER PER TOE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.C. 8d COMMON @ 4 O.C. SEE NOTES:1,3 7).Dampproof exterior of foundation with bituminous coating as per section R406 of 3-Sd COMMON TO BEAM JOIST NAIL N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACO pressure treated lumber. BAND JOIST PER END NOTES All fasteners,hangers and anchors to be galvinized or stainless steel. 3-16d COMMON the below grade portion of exterior walls prior to backfilling. g 9 TO JOIST JOIST NAIL BAND JOIST T0: PER TOE NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. SILL TOP PLATE 2-16d COMMON FOOT SEE NOTE:1 Girders on concrete piers shall be anchored with proper steel connectors anchored 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, FRAMING NOTES into concrete with a minimum 112"dia x 7"long anchor bolt with washers and nuts. 1 O S EATHING. the 4 foot perimeter edge zone attachments required shall be used. 1).All framing techniques and methods as prescriptive design of 1995 SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JGINT DESCRIPTION NAIL NA]L 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter I truss framing members with G>0.49. Edition Wood Framin Construction Manual. ) PP 9 g g' QTY. SPACING 9 Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall be 3 ft. AS PER TABLE 3.8 For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. S-RUCTURAL PANEL 8d WFCM-SBC 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For Douglas Fir. 4).Deck Joists to have blocking at 8'0 o.c.. 0r I L I N G SHEATHING: framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. 3).Floors,walls,ceilings and rafters to be spaced at 16 Inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. (JOINT DESCRIPTION NAIL NAIL otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING WALL SHEATHING REQUIREMENTS FOR WIND LOADS: where needed. GYPSUM 7" O.C.EDGE 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. Sd COOLERS NAIL SPACING NAIL SPACING AT INTERMEDIATE Bearingwall headers to have 2 Jack studs and 2 full length studs on each side of all WALLBOARD 10 O.0.FIELD SHEATHING LOCATION NOTES ( )1 ( ) 9 6).Concrete piers shall be a minimum 6"above grade. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD openings.LVL headers to have(3)Jack studs and(2)full length studs on each side of WALL SHEATHING: SEE NOTES:1,3(BOTH FIELDS) openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All supported also be 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. joists to be orted with hangers and anchors.Each Joist shall a e anchored j PP 9 NAIL NAIL NOTE:2 FOR PANEL FIELD openings between 4'1 and VO and 2x6 wall openings between 511 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION OTY SPACING INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 and blocking where applicable. 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS 8d COMMON WFCM-SBC NOTES anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 6d COMMON 3"O.C.EDGE THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 6).Double up floor Joists under walls that run parallel to the floor joist and under bathtubs. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7" O.C.EDGE 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall on plans. I WALLBOARD 10"O.C.FIELD be used. 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: 7).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with under all bearing walls. 3).If wall studs,plates or joists are cut out during Installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. provide adequate bracing and plates to protect and secure the structure.Verify with the OTY. SPACING 8).Provide Insulation baffles at eave vents between rafters.Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. needed. HVAC SYSTEM NOTES 1"OR LESS 18d COMMON 12"O.C.FIELD 9).Unless otherwise noted,all roofs and walls to have a minimum 112"thick,4-ply Fir 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTESLEGEND. COX exterior sheathing grade plywood.Plywood to cover over plates and headers. requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF 10).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor 2) HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. NEW WALLS adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed equipment supplier. over subfloor as per manufacture's Instructions. 1).Nailing requirements are based on wall sheathing EXISTING WALLS 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing 11).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and isnailed 3"on-center at the panel edge to obtain higher WALLS TO BE REMOVED ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building Contractor and owner for final review and approval. shear capacities,nailing requirements for structural to have regular 1/2"sheetrock.All walls to be taped and finished. ELECTRICAL NOTES: members shall be doubled,or alternate connectors, such as shear plates,shall be used to maintain load path. 12).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 1).All electrical to be installed as per N.Y.S.Residential Construction Code. approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2)When wall sheathing is continuous over connected torch down type material over. 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted tobe reduced tot-16d nail per foot. 13).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 be installed with a foam sill gasket and cop-r-tex termite shield or approved equal, of N.Y.S.Residential Construction Code. u