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Home My WebLink About40691-Z Town of Southold 11/15/2016 o - P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38653 Date: 11/15/2016 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 6205 Great Peconic Bay Blvd., Laurel SCTM#: 473889 Sec/Block/Lot: 126.40-24 _ Subdivision: Filed Map No. Lot No.' conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/11/2016 pursuant to which Building Permit No. 40691 dated 5/11/2016 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: ADDITIONS AND ALTERATIONS INCLUDING A COVERED FRONT PORCH TO AN EXISTING ONE FAMILY PER ZBA DECISION#6779, DATED 09-18-2014, AS APPLIED FOR The certificate is issued to Agoglia,Kathleen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40691 I1-01-2016 PLUMBERS CERTIFICATION DATED Cho d Signature vz-=eco TOWN OF SOUTHOLD BUILDING DEPARTMENT CO CR 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#: 40691 Date: 5/11/2016 Permission is hereby granted to: Agoglia, Kathleen PO BOX 523 Laurel, NY 11948 To: Additions and alterations to an existing single family dwelling as applied for. Replaces BP#38735 At premises located at: 6205 Great Peconic Bay Blvd., Laurel SCTM # 473889 Sec/Block/Lot# 126.-10-24 Pursuant to application dated 5/11/2016 and approved by the Building Inspector. To expire on 11/10/2017. Fees: PERMIT RENEWAL $205.00 Total: $205.00 uilding Inspector suFFntK 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#: 38735 Date: 3/26/2014 Permission is hereby granted to: Agoglia, Kathleen 2207 E. 74th St Brooklyn, NY 11234 To: Additions and alterations to an existing single family dwelling as applied for. At premises located at: 6205 Great Peconic Bay Blvd, Laurel SCTM # 473889 Sec/Block/Lot# 126.-10-24 Pursuant to application dated 3/13/2014 and approved by the Building Inspector. To expire on 9/25/2015. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $411.20 CO -ADDITION TO DWELLING $50.00 Total: $461.20 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$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 I Date. -5 -" / Z 1 New Construction: Old or Pre-existing Building: (check one) Location of Property: 1,01f C-0 kl tC� 613,1-- House No. Street Hamlet Owner or Owners of Property: fL1i 4_C-ew l A C.o Suffolk County Tax Map No 1000,Section 1 )_ 6 Block Lot f Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Tempora Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature pF SO!/r�®l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 �Q roger.riche rtCaD-town.southoId.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Agoglia Address: 6205 Great Peconic Bay Blvd. City: Laurel St: New York Zip: 11948 Budding Permit#: 40691 Section: 126 Block. 10 Lot 24 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Concealed Power License No: 5179-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 2004 Heat GAS Duplec Recpt 39 Ceiling Fixtures 16 HID Fixtures Service 3 ph Hot Water GFCI Recpt 19 Wall Fixtures 8 Smoke Detectors 5 Main Panel 200- A/C Condenser 1 Single Recpt Recessed Fixtures 33 CO Detectors 2 Sub Panel A/C Blower 1 Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliancesr37 Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect 200- Switches Twist Lock Exit Fixtures 11 TVSS Other Equipment: 4- Paddle Fans, 2- Exhaust Fans, 14KW Standby Generator with Auto Transfer Switch. Notes: Inspector Signature: Date: November 1, 2016 0-81-Cert Electrical Compliance Form.xls o��QF SOUTyoI Town Ball Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 O COUNTI,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD OCT - 42016 BUMDING DLFT. T0XvVN OF SOUTRw LD CERTIFICATION - 1 Dater _.o t Building Permit No. J+ `� I Owner• V,�4- (Please print) Plumber: (Please pr nt) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this to —' day of i!�� . _, 20 Stephen DiLieto Notary Public-State of New York Qualified in Suffolk County Commission#OID16317354 - � " My Commission Expires:January 5,20,f� Notary Public, JvO=o�lL Counly I OF SOUjyOlo �o :Ns000NT'1,��Q TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ "'FOUNDATION 1ST [ ] ROUGH PLSG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR ��a Of SO�ryol TOWN OF:SOUTHOLD BUILDING- DEPT. 765.1802 INSPECTION , ZFF DATION 1 ST [ ] ROUGH PLUMBING [ OUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE �`� INSPECTOR + f, l ne 73iftas F SO!/T�,o co TOWN OF SOUTHOLD BUILDING -DEPT. 765.1802 I-N-SPECTI . N [ ] FOUNDATION 1 ST [ ] UGH PLUMBING [ ] FOUNDATION 2ND [ INSULATION- FRAMING / NSULATION- FRAMING /STRAPPING [ ] FINAL [. ] FIREPLACE &-CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING - REMARKS: DATE 1 INSPECTOR �t OF SO(/TyOlo cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION, IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR �I �ycOUNiV,Nc� TOWN OF-SOUTHOLD BUILDING"DEPT. 765.1802 INSPECTION- ] FOUND TION 1 ST [ ] ROUGH PLUMBING [ ] F NDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL FINAL) [ ] CODE VIOLATION [ ] CAULKI REMARKS: rx DATE INSPECTOR so TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION 17010�ATION IST ROUGH PLUMBING 0 1 DATION 2ND INSULATION MING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTMT CONSTRUCTION FIRE RESISTMT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION I CAULKtNq REMARKS: DATE INSPECTOR '-'�k 39-2 3 s—� ��OF SOpj�o coumv, TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 _'4 . SPECTION , [ FOUNDATION ,1ST [ ] ROUGH PLUMBING [ ]- FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY - [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: r� -DATE INSPECTOR oo� q so u TOWN OF SOUTHOLD BUILDING DEPT. " 765-1802 INSPECT N 0 FOUNDATION IST OUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY,INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: DAT INSPECTOR l0000e—I SOF SOUr , C5yo coU ,� TOWN OF SOUTHOLD BUILDING'DEPT. 765-1802 INSPECTION , [ ] FOUNDATION IST [ ] ROIJG UMBING [ ] FOUNDATION 2ND [ ] I" LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR raf so TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ` - ' I FOUNDATION I ST ROUGH P MOING FOUNDATION 2ND ] I LATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTMT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOL ON CAULKING REMARKS: W--r v DAT _ INSPECTOR D(� oF souls o� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] IrdLATION [ ] FRAMING / STRAPPING [ LKFINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �Jse-#— f der Stc�, ej DATE jolqlloINSPECTOR OF SOUT�o� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) REMARKS: \ DATE l INSPECTORS' lillml, 1. . i`- ti s V. HIM - "" ■■■■r- . ROUGH FPkNnN PLUMBING STATE ENERGY CODE Wr �■ ice' ``"'�' MIA II F WAPASAM21 i r AmmbiiA c6mMmifts 4- i I UNEW` � i VIII E�c.� 1 i` � h. -� } � ,�.�Lfe��"R�i ��' �� '."'� • r� _.:. • .��-�lt� .. , • ., a► WIN I Mm I' u 3P � � 73 � �C% IhpF SO(/ryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road N ac �az(631)765-.g95p P.O.Box 1179 ' OQ roger.richert(wtown soutllold nV us Southold,NY 11971-0959 CUUM'(,� � BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION ' REQUESTED BY: Date: Company Name: Name: — License No.: Address: S 3 O 1 s C_ I? `�- Phone No.: U JOBSITE INFORMATION: (*Indicates required information) '`Name: A+ C w AGOG l_ f A i *Address: 6' D �C'_C_v�v kc- ' l3 *Cross Street: / t�r'C'sL (. �— e— � *Phone No.: c 0T' Permit No.: E P 3 Tax Map District: 1000 Section: 1 Block: ( (, Lot: �2,-/ *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES NO Rough in Final *Do-you need a Temp Certificate: YES/(D . I Temp Information (if needed) j *Service Size: 1 Phase 3Phase 100 150 00 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION ii 82-Request for I nspection Form 1 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 �� Survey SoutholdTown.NorthFork.net PERMIT NO. Check u Septic Form N.Y.S D.E.C. Trustees Flood Permit Examined ,20 Storm-Water Assessment Form Contact: Approved 3 ,20 l�A Mail to: Disapproved a/c Phone: : Expiration ,20_�— , Building Inspe for-nF�) e PPLICATION FOR BUILDING PERMIT tappic 12 2014 Dated��, 20� BLDG DEPT INSTRUCTIONS Hous L N Of SOUTHOLD ation 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 orhas 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,h using code,and regulations, and to admit �- authorized inspectors on premises and in building for necessary inspections. (Si ature of applicant o n e,if a corporation) 0- S� P 1// 110? ailing address of applic t) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on 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. Lo ation f land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Block Lot 2f Subdivision Filed Map No. • Lot r y 2 State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 51?4&Uf— 4�7 AI, I L, j OW-LW A/p b. Intended use and occupancy �� 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost TS 6 up Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use 1 s 3 Depth l 7. Dimensions of exist' structures, if any: Front (i' Rear �, p Height l Number of Stories Dimensions of same structure with alterations or additions: Front Rear DeNth Height Number of Stories r.7 8. Dimensions of entire new construction: Front Rear ,6`�'� Depth Height I Number of Stories � 1 9. Size of lot: Front b Rear 0 i Depth 10. Date of Purchase �O f Name of Former Owner vus; 11. Zone or use district in which premises are situated e,—,$0 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NOWiII excess fill be removed from premises? YES NOX 14. Names of Owner of premise Q Address 2 hone No. g Name of Architect ULS ri'T!7� Address 123 Phone No &Sl 2-10t 0 Name of.Contractor KU%00 1 t'a�,W:5oAl Address L44 Phone No. (v 3I-298 - Ll15'21 -� 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E C. PERMITS MAY BE REQUIRED b. Is this property.within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) '}. SS: COUNTY.OF ' Kiti i4 L , A-C®6 L A- being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perfo-im 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 f day of TAPJ VAP 20.1 DONNA M.BRAD f LAW ° ' Nota Public Notary Pubhc,StateNEYATof New Yorks ignature A phcant No .30-4762668 Qualified in Nassau countte�rr � Commission Expires Nov.30, S B 4`. TOWN OF SOUTHOLD (BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN,HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ,20i APPH Storm-Water Assessment Form VContact: Approved ,20 Mail to: Disapproved a/c ell Phone: Expiration ,20 r Q L.4 (AD FrC �� C -� Building Inspector PPLICATION FOR BUILDING PERMIT ,�� MAR 12 2014 Date 41 V-a2014 BLDG DEPT INSTRUCTIONS romlli TOWN OF SOUTHOLD This appiica ion MU e 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 tine 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`Ordiriance 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. ( ignaturer-o- ap llicant2rg,ifalcorporation) oX Lq (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ® V te- Name of owner of premises L t (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. \4. Location of land on which proposed work will be, done: 1�19. 1 Ic \House Number Street Hamlet \unty Tax Map No. 1000 Section Block �� Lot �l\ision Filed Map No. Lot 2 State existing use and occupancy of premises and intended use and occupancy of proposed construction: ' a. Existing use and occupancy �51kfb1, 1 (,rLl p 0 , b. Intended use and occupancy 3 Nature of work (check which applicable): New Building Addition 7 Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of * ' g structures, if any: Front "Z""3 Rear �2�� Depth 24` Height IV Number of Stories =Z_ Dimensions f same structure with alterations or additions: FrontRearr3 Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 'Z- Rear /00 .(Depth 2S® • 09 10. Date of Purchase j u Name of Former Owner 11. Zone or use district in which premises are situated —�o 12. Does proposed construction violate any zoning law, ordinance or regulation? YES '� NO 13. Will lot be re-graded? YES NO XWill excess fill be removed from premis s? YES NUk 14 Names of Owner of premisehgVeo:A4 A Address�� C�l C� Phone No. Name of Architect Address W�w �'Phone No 49 Name of ContractoAddress Phone No. 3 -A' -#5 ' 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO> IF YES, D.E.C. PERMITS MAY BE REQUIRED 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO Y * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS- COUNTY OF _ M A5�-A-U being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the OWME& 01-= PR EAAX S 4 S (Contractor,Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of #4VAA- 20 r - DQNNA M.BRADY LA'N Not&y Public otary P,ubhca,state� AT of New York V Signature o A licant No.30-4762668 Qualified in Nassau Coun ,7/[ Commission Expires Nov.30,�B7 FORM NO. 3 NOTICE OF DISAPPROVAL DATE: March 26, 2014 TO: Kathleen Agoglia PO Box 523 Laurel, NY 11948 Please take notice that your application dated March 12, 2014 For permit for a porch addition to an existing single family dwelling at Location of property: 6205 Peconic Bay Blvd., Laurel, NY County Tax Map No. 1000 - Section 126 Block 10 Lot 24 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 25,005 square foot lot in the Residential R-40 District, is not permitted pursuant to Article XXIII, Section 280-124, which states that on lots measuring between 20,000 and 39,999 square feet in total size, the minimum single side yard setback is 15 feet. The proposed porch addition will have a single side yard setback of 12.5 feet. Authorized ignature ----- Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Z.B.A. FORM NO. 3 NOTICE OF DISAPPROVAL DATE: March 26, 2014 RENEWED: July 14,2014 TO: Kathleen Agoglia PO Box 523 Laurel,NY 11948 Please take notice that your application dated March 12, 2014 For permit for a porch addition to an existing single family dwelling at Location of property: 6205 Peconic Bay Blvd., Laurel,NY County Tax Map No. 1000 - Section 126 Block 10 Lot 24 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 25,005 square foot lot in the Residential R-40 District, is not permitted pursuant to Article XXIII, Section 280-124, which states that, on lots measuring between 20,000 and 39,999 square feet in total size, the minimum single side yard setback is 15 feet. The proposed porch addition will have a single side yard setback of 12.5 feet. A o ' d Sign to Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Z.B.A. ` 1 BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson X01 ®�/fy 53095 Main Road-P.O.Box 1179 � Olp Southold,NY 11971-0959 Eric Dantes gg Office Location: Gerard P.Goehringer C/, Town Annex/First Floor,Capital One Bank George Horning ® a� 54375 Main Road(at Youngs Avenue) Kenneth Schneider ®lij'cOu Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809-Fax(631)765-9064E�(- j� E �.1 IS FINDINGS,DELIBERATIONS AND DETERIVIINATIO SEP 2 2 2014 MEETING OF SEPTEMBER 18,2014 BLDG DEPT ZBA FILE# 6779 Tovm V SHWOLD NAME OF APPLICANT: Kathleen Agoglia PROPERTY LOCATION: 6205 Peconic Bay Boulevard Laurel,NY SCTM#1000-126-10-24 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type 11 category of the State's List of Actions, without further steps under SEQRA. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The property is a non-conforming 25,005 square foot parcel located in-an R-40 zone. The property runs 100.02 feet along Peconic Bay Boulevard, 250.09 feet along the East side, 100.02 feet on the North side, and 250.00 feet along the West side. The property is improved with a single family dwelling. The existing dwelling sits 12.5 feet off of the East property line. All is shown on a plot plan by Louis Santora, Architect dated December 2013. BASIS OF APPLICATION: Request for a Variance from Section 280-124 and the building inspectors March 26, 2014, renewed July 14, 2014 Notice of Disapproval based on an application for building permit to construct a porch addition to existing single family home, at 1) less than the code required minimum side yard setback of 15 feet. RELIEF REQUESTED: The applicant requests a variance to construct a covered porch addition to the front of the dwelling at a 12.5 foot side yard setback off of the Eastern property line where the code requires a minimum 15 foot setback. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on September 4,2014 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). Grant of the variance will produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of single-family homes. The proposed covered porch extends off the front of the existing single-family dwelling and the existing set back will be maintained. Page 2 of 2—September 18,2014 ZBA File 6779-Agoglia SCTM#1000-126-10-24 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The dwelling was constructed in 1963 and will remain in its existing location and the existing setback will not be changed. 3. Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 17%relief from the code. However, surrounding properties have similar setbacks and architectural structures. 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law V67-b. Grant of requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a covered porch addition while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dantes , seconded by Member Goehringer, and duly carried,to GRANT,the variance as applied for, and shown on the Architectural plans by Louis Santora,Architect labeled PL- 1,Al-3 and dated December 2013. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Schneider, Horning, Goehringer, Dantes. Absent was: Member Weisman (Chairperson). This Resolution was duly ado ted(4- Kenneth Schneider,Acting Chairperson Approved for filing 17 IZZ--f2014 LOUIS J. SANTORA, R.A. ARCHITECT 123 Headline Road ` Deer Park, NY 11729 631-254-0930 July 29,2014 E C , is ll V E, D Town Of Southold AUG - 4 2D14 Building Department Town Hall Southold, Ny 11971 BLDG DEPT. Tel: (631) 765-1802 TOWN OF SOUTHOLD Re: Agoglia Residence 6205 Peconic Bay Boulevard Laurel, NY SCTM 1000-126-10-24 bear Sir or Madam; Please note that the owner would like to amend the current open building permit application. The raised wood decks will be eliminated and replaced with a paver stone patio on grade. Any exterior doors that require steps down to grade shall be treated with a nominal'masonry landing and or steps as required by the NYS Residential Building Code. Please do not hesitate to call if you should have any questions or need additional information. Sincerel nr Louis J. Santora, R.A. Architect 7 3 7 7 lecde ,v0 E ev, �r bo(J6 / �AriYf£ J h �6�G9F A01 '4[ �2,0 5rrz> , �Z'osed PL�n-�f %y�� 1�-egetfi�-I �-- 2-o 5'-. ov ��A �e J&)e&)A o`er �'I �a/l% ftt 'IMve ��j Scott A. Russell '01P SUFFQ Ir James A. Richter, R.A. SUPERVISOR Michael M. Collins, P.E. SOUTHOLD TOWN HALL-P.O.Box 1179 6 53095 Main Road-SOUTHOLD,NEW YORK 11971 Telephone#: (631)-765-1560 Fax#: (631)-765-9015 MICHAEL.COLLINS@TOWN.SOUTHOLD.NY.US ®� JAMIE.RICHTER@TOWN.SOUTHOLD.NY.US Office of the Engineer Town of Southold STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET ( TO BE COMPLETED BY THE APPLICANT ) PLEASE NOTE: All Contact& Project Information Requested by this FORM is Nessary for a Complete Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other, PROPERTY OWNER- (If Different from Applicant; NAME: LO(A15 5Ar4-rQ1L4 NAME: k tN-'114LF& O&LI r- - ADDRESS. 125 R& DL,1AJ�S E 0 ADDRESS: fr4:9qC_ a4l F)4-VfD PA-rK 117, q Telephone Number. !Z,51 0 q.3 0 Telephone Number: Completed Applications can be picked up at the Engineering Department after being notified liy the Department,or; it can be Mailed to the Applicant with the submission of a Self Addressed 8.5"x 11" Envelope&Appropriate Postage. DATE: -T� ( ¢ Property Address / Location of Construction Work: 62o S deco lvtC I�ftJ {�Z.IOV� S C T M #: 1000 I Z� �? � V�� I District Section Block Lot Required Documents for Stormwater Review: Copy of Complete Building Permit Application. Stormwater Management Control Plan. (2 Sets) Note: SMCP's are required whenever Grading or Excavations exceed 5,000 S.F,when New Impervious Surfaces are created, and/or when existing Roof Systems, Driveways, Patios or other Impervious Surfaces are Re-Surfaced. De Minimis Projects will NOT be Subject to the Submission of a SMCP During the Stormwater Review! Note: These Projects would be Limited to Interior Renovations, Replacement of exterior Doors&Windows, Deck Construction with Loose Fit Decking, Installation and/or Modification of Mechanical Systems or other similar Work. A Complete Description of the Scope of Work Proposed under the Building Permit Application. A Completed St ater Review h klist. If No or NA are Indicated, Justification is Required. * FOR IrG DEPARTMENT USE ONLY**** Reviewed Date- 3 �� pproved A onal Information Required: SUF Ir CHAPTER 236 00, STORMWATER MANAGEMENT CONTROL PLAN CHECK LIST W DATE: APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) ,� ( � � `� /� o NAME: LOUIS Q -�4A— (�-4 O� ya1� S C T M *: 1000 Telephone Number: District Section Block Lot S M C P - Plan Requirements: The applicant must provide a Complete Explanation and/or validation of all Information Required by this Checklist if it has not been providedi 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST YE If You answered No or NA to any Item, Please Provide Justification Here show all of the following items: NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries �0 b. Total Site Acreage. 0 c. Existing-Natural & Man Made Features within 500 L.F. of the Site Boundary as required by 9236-1702). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. �0 e. Limits of Clearing & Area of Proposed Land Disturbance. 00Ly f. Existing& Proposed Contours of the Site (MmimumZlntervals) ®00 g. Location of all existing& proposed structures, roads, driveways, sidewalks, drainage improvements& utilities. h. Spot Grades & Finish Floor Elevations for all existing& proposed structures. I. Location of proposed Swimming Pool and discharge ring. =771 0 POOL j. Location of proposed Soil Stockpile Area(s). 000 "-t V -L jr C iU k. Location of proposed Construction Entrance/Staging Area(s). 0 ( (p19 eAVC V 1. Location of proposed concrete washout area(s). 0 0 M. Location of all proposed erosion&sediment control measures. Nb 940,640"-0 — v -e" 'U, it s 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. 0® Y✓GU,C QVI R2 — 4,0 QrcSIaYL e've2" b. Construction Entrance &Site Access. X00 c. Inlet Drainage Structures (e.g.catch banns,trench drains,etc) 00® W A d. Leaching Structures (eg infiltration basins,swales,etc.) �0 FORM I SWCP Check List-TOS JAN 2014 SURVEY OF PROPERTY SUFFOLK COUNTY TAX MAP DISTRICT 1000 SECTION 126 BLOCK 10 TAX LOT 24 Lo AT LAURELCo TOWN OF SOUTHOLD w SUFFOLK CO. N.Y. Q ' U 00, U SET STK JQg� O OAF QkQ'G OG G G \� FND 2 0 MON. 1 FND MON. � c S •ss .\ 9TF �tl 006 , Aol F . 25,005 Sq. Feet 0.574 Acres tk r Q `3R). R- 0 A v V'0 G � J �S p Q�' 0� SET O• Gy STK Oe�`F Q° O dry. 3 F o 9sA 5 `Si?.70 \\ Q� P FND �O` ��eO�\O¢G� MON. O GQ- t+ E O ` GUAR. TO:TRAD 13-4206 824-S-1648 ,�4r 6p �✓ �.';� TRADITION TITLE AGENCY, INC. °�' FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK USAA FEDERAL SAVINGS BANK KATHLEEN L.AGOGLIA PET AN JR LAND S Y.LIC.50679 SURVEYED JULY24,2013 PO BOX 229 SELDEN N.Y.11784 ' STK SET AUG.14,2013 (631)698-4429 SCTM 1000-126-10-24 Compliance Certificate�� ~^~ � —_ -- - - -�_ --__- — -- -_ —_ —_— --- — — --__ -- __ � � m pr '2Ct AGOGL|A RESIDENCE Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Pscom|cBAY BOULEVARD Louis Santora LAUREL, NY z2aHeadline Road Deer Park,mYzz7ae 631'254'0e30 cumnoaoco: 13.6%Better Than Come Maximum ox. 162 Your UA: 240 The mBetter v,Worse Than Code Index reflects how close mcompliance the house/,based""code trade-off rules uDOES NOT provide a"estimate",energy use",cost relative m"minimum-code home Ceiling z: Cathedral Ceiling 400 30.0 0.0 0.034 14 Ceiling s:Cathedral Ceiling 180 19.0 0.0 0.052 9 Wall z:Wood Frame, zs^vz. azo zso s/o 0.064 se Window z:Wood psmo:moublePane with umva ano 0.300 ao Floor 1:All-Wood]visVrmsn:Over Unconditioned Space sso 30.0 ou 0.033 ze Compliance Statement. The proposed building design described here Is consisten 'ph the b ding plans,specifications, and other calculations submitted with the permit application.The proposed buildinAgha een Iesignee o meet the 2010 New York Energy Conservation Construction Code requirements in REScheck VersioLn4.5.0 an to c ply wl hEe mandatory requirements listed in the REf ch tion Checklist. hecklnspec Name !Tiffe- Signature Date . Project Title:AGOGLIA RESIDENCE ' Report date: 01/02/1 ~ ' -- Ootafi|enmme: C:\UyeroyVjUagmOfOcean8each\Deoktop\AQog|iaEnergy.rck Page Inf 7 ' I S I I I S 45" W40"40" E _ o 0 5 � *EI-EV-20.7' -L---------------------------- ----�r� rw LJ-.11 I 1 , C3 I � 4 5GHEDUL: 40 FVc- wUriDERC-3ROUND FIPIrl� COPED To Fools(TYFIGAL) /�24[1 EL = I�i. ±n .DAR BROHN LOAM OL I� h2'-0" " - � EX15TIN,E 5ANITARY c 3 BFOHN CLAYEY SAND 50 . YSTE3rt i — r ti i ------ FaRDPD�)Et7 COVERED FG)RCL 11 ['7 t fi tTM X^ B �3i�'O�IN FINE SAND a5P IN. 6 ,51T tF 11.81± A. L. 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RIN, X I' H) = 11®® ® � ® ® 93 ®®© GLEAN GOAD SAND AE RAVEL7M111 > w ROOF AREAS A AND E 12®® ® 01 01 ® I]®®® THE p111 Elf GT1V DL�TFI 6.2 VF_RTIGAI- FT. U5E: 7'-0" DFFP EFFFGTIVF 1:)FrPTH X 6-O" DIA. POOL- _ ©®® ® ® ® ® ® 090 12®® ® ® ® 01 ®01®D3 U4 DRYI^IELL w ®®® ® ® � ® �0101© �) RODE AREAS G, D AND I_ = -12 + 30 t �7 = ID4 GU. �T. / 22. 4 (6' D14. R'iNG Y I''+I.) n ®®®® 7.2 VERTICAL FT. USF 5`0" REEF EFFECTIVE LaEIaTFt X 6'-0" DIA_ POOL 12®® ® ® � ® 12®® ® ® ® ® ®®®O }- 12®® 01 ® ® ® ® ®®® LU m 12®01 01 ® ® ® ® EKI0E3 LSU ZEE CEA CHI ni�l ® ® ®0101 STORM VATER DRAINA� 51'5TEM OaERANOTESW]NOT0101® ® ® ® 01 01 ®®�# - '�0101 ® 1$i ® CED [El®®0 I. ALL pREC A5T GMRETE DRAINA6I` 5TRuc nRE5 TO BE MANUF. BY GAR150K PREGA5T IMG. �_ Z 140 OLD N0pTHF'OpT ISD.KINc,5 PARK,HY 11-64 PH. 5lb-3be -400,0 OR EOUASL GLFAI,15AW i &RAlr`FL � . ALL Pi 1A5T�C7NGPET� 5 fFJJGTURG-5 TO BE 4000 f51 41 �& DAY5 5TREKST+A � c �l�r?I�h�R ,. 0 w � Z ' u a 3. PIPIN6 LO ATI0115 SHOJ�I,4 15 DIAL- ATICAL - VERIFY E XFJUhIS AGT OF PIPIK6 IN FIELD TYR STORM l TF �F GHIN6 POOL � 4_ LOCATION OF A.LL EXISTIN-S AND PROPOSED SERVIGES 5HOHN ARE 0 C,4 ~ APPROXIMATE ANCA M5TBE GONFIRMEp WEPENPENTLY YqITH THE UTILITY GOMPANIE5 ANP OHNER B7" THE GONTRACTOP, PRIOR TO THE GOMMENGEHENT _/ OF G0N5TRIJGTI0N AND EXGAVATION 5. GONTRAGTOR TO VERIFY EXISTING: 60NDITION5 A.5 5HOHN PRIOR TO GONSTRUGTION. IF D15GREPANGIE5 EX15T. THE CrONTRAGTOR MFJ5T NOTIFY 0HNER5' ARGHITEGT IMMEDIATELY. U b. PRIOR TO ANY EXCAVATION AND GONSTRUGTION, CONTRACTOR TO VERIFY ALL EX15TINO UNDERGROUND UTILITIES AND PCOLS > Il # } Q 250.0ci' S 43° 111 40" E ... ....� .�. .. .......... . ..E «� � .. ... � � .. Err rEr �+ erw Err wry rEr Err MEI�rEsirMMeEE MMS MMS rIESE�Mr wwe � Errr�e�rr®e rrr r.r ErEMwrEE�rri slw MMS w�rEn� wEt e� e +� erg rrr w r rerr ME�warrrrrr � W O � It V 47'-4 3/4" 0 LU " L- ---_ -_-....- w I AREA OF WORK C� 1 THISAPPLICATION N z n 1 Q Z �- 24'_1" STORY AAD°DIT OONN 1 �. U Z I zl NIJL EXISTING TWO STONY CD O MRESIDENCE TO REMAIN � W/ 05ED COVERED � � (LINTERIOR N I V ALTERATIONS d) X W t= to r, PROPOSED SECOND tjI STORY ADDITION CD 11 ry ___ ___-- 47'-6118" �,r• Fri r PROPOSED PORCH CONVERSION PROPOSED EaARA6E 1 NEW ADDITION \ CONVERSION 1, � poll /� W 4 !_U p N 53.15' ` ► M Ill PROP05ED WOOD DECK 1 M 160'-8114" �--� -, 1 � 1 � 1 Mer rhes U Mer EEw rrwrrrEE err rr MW rwr wEEr Meure®re rrr rer MwE�raw+� w� Owl MMaE�ww�r 'Q � rMe rs wr rs� erw r•, weep err rnE rrewesrwrr® Mw r�rwerwwE�r Mi rnw eeleEewM trw r rw Mew 0 ; 250.00' N 43° !I` 40" WLL CU 7 ZONING DATA SCIAf=1000-126-10-24 PL OT P L AN ZONE;R-405CALE: 3/32" UYI'Anis-A:25,005 SQ.FT'. BASED ON SURVEY DATED 7/24/13 BY PTER +� BRENNAN JR IkY1"f.C'dERAGF=152td/_25009=6.5% LAND 51,IRVEYOR t1.I 5WARE FOOTAGE j j j > V EXTSr1 VG F1RS'I'FLOOR=871 SQ,F1', NEW F MST STORYAI'I'1ON=221 SQ.Ff. z _O Z —� Q DD EMS'IING GARAGE CONVERSION TO LINING SPACF=311 SQ.Ft'. < lu FXTS'lING SEC."OND FLOOR=620 SQ.Fr. .QND STORY ADDITIONS;18+18=36 SQ.Fr. NEW'.- OOD DECK=843 SQ.FT'. tu LU N>rV ;KON'I PORCH=181 SQ.F1'. z w � ::3 UJ CL v Bldg Dep-Cc py from ZBA Z ` Final re iewed documents }-- ZBA F' # Date: Q p�M rawer 61 61 NEW MOOD DECK 21'-III 3b_2= 40 61 ALL LVL(MCROLLAM AND PARALLAM PRE ENGINEERED TEMp SHORE AND BRACE STRUCTURE AS REQWIIRED LUMBER TO BE AS MANUFACTURED PER CODE DURING DEMOLITION AND CONSTSIUCTION 0 2`-oil BY TRUSS JOIST - 5:MICROLLAM LYL MR 1.9E 2600 pot Fb PARALLAM LVL MIN.2.OE 2900 pot Fb ALL LEDGERS SHALL SECURED TO ADJACENT 2"X WOOD FRAMING:W/3/8"DIA GALV LAA%SCiEWS OR DENOTES LOCATION OF SWEAR ALL INSTALLATION FOR LYL LUMBER AND PLYWOOD 1/2"DIA GALY.EXPANSION BOLTS INTO FOUNDATION WALL HOLD DOWN CONNECTOR "i"JOISTS TO BE PER MANUFACTURERS BY SIMPSON OR EQUAL » ALL SPACING TO BE 16' (TYP.)-SEE DWG.D-1 RECOMMENDATIONS AND CODE INCLUDING O.C.STAGGERED TOP AND 50TTOM - MAX.IV FROM -------------------- ------------------- ---------------- CONNECTIONS, BEARING;STIFFENERS,BRIDGING, ENDS ---------------- --- ----- pts --�b0" --- BLOCKING,FRAMING WISNECTORS,ETC. --- GLDG DOOR FMI20611-4 GLASS DOORS -- 2-TW28210 E HUNG W 40M -- _ - - ---- - ALL STRUCTURAL DOUBLE MEMBER WOOD HEADERS R'V/E EXISTING WINDOWS AND DOORS U RE --- SHOI1N AS DEMO AND IF NOT REPLACED FILL IN i'•0 '•0 ?-2"X14"LVL MDR �,_,r� 1 1 1 1IOWlERI 0 t0 taAVE MEN 4"k 4" WOOD BEARING POST UNDER EXISTING OPENING WITH NEW INSULATED WALL ___.-__i_� � $ { `_ _ .. _ TO EACH END UAW OF CONSTR TO MATCH EXISTING ADJACENT OR ALTER M f- i 30"RJO_ I4CE I TO c# - TRIPLE MRS.TO HAVE 4"X b"POSTS MIN 1toN RD"OPENING AS REQUIRED FOR NEW WINDOW, TH O ALL STEEL BEAMS TO BEAR ON M"DIA.STD.STL.tu SUPPLY NEW HEADER AND JACK$tUp$A$REQ'D. PIPE COLUMN EACH END ON FOOTING OR POW. WINDER TREADS SHALL HAVE A MINIMUM TREAD [ [ `Q W- �� ( o I r o g�-(�" s WALL OR 6"MIN BEARING ON FOUNDATION WALL DEPTH OF 10 INCHES(254 Mit)MEASURED AS A50YE 10 Q Q I f . Q - I V ITY J LAV. AT LEAST ONE WINDOW IN EACH NI'J BEDROOM TO BE AT A POINT 12 INCHES(305 MM)FROM THE SIDE z I I _ EX ANDED Q EXISIMs KITCHEN rr_� T EXISTING X SIZED TO ALLOW EMERY EGRESS PER NYS CODE SERE TI4E TREADS ARE NARROWER UNDER= f REF I I \ o h 51$a FT.OPENING - 5.0 AT FiRST FLOOR-MIN.HT. TREADS SHALL HAVE A MINIMUM TREAD DEPTH OF 6 * /1 Q a Dint.24" -MIN.WIDTH DIM 20m, 44"AFF MAX SILL HT. IN0 ES(152 MM)AT ANY POINT. `© I a��i ALL DIMENSIONS ARE FACE OF GYP.BRD.t0 GYP. SEE DWG.T-1 FOR ADDITIONAL FRAMING AND 1 oC NEW 'gREAT RoOP'i j �XiST, HA . 131 .OR FADE OF SHEATHING;OR ro CENTERLINE OF GENERAL NOTES AND ALL STRICT.LUMBER W ! DO ��`^o DOORS AND WINDOWIS UNLESS OTT ERWi$E$WOUN .Q i, --------------- rant z s� I I STRENGTH MINIMUMS Lu X i� \t j 8'-0"x V-6" ''.I `:SU. CD. I I� �;$p, II `�\ ALL GUARDRAILS WALL BE DE$K�D t0 NOT WORD 14EADER SCHEDULE AT WALLS: 1 __ ISLAND COUNTER ALLOW THE PASSAGE OF A 4"DIA SPI-ERE(A 6" UNLESS OTHERWISE SWOWW 4 OR NOTED,PROVIDE �- U ---- - ------------------------ I 11 1 WITH 3 MINIMUM BEARING SPAN: SIZE OF i- DIA SPWEi7E B71U�( ANY TREAD AND UNDERSIDE OF R(ALL OA SIJ u --�_ •------------ ------• -=�'�«�=• - = RAIL)WT.SHALL BE 36 MiN.AT L*OINGS AND 34 L——————J NEW 2-?"X�"LV1..DROP t-E -- -------- r NEW 2-F"X t?"LVL INET i• 4D-ER ""' MIN.ABOVE ANY TREAD AT THE RISER-GUA(� RAILS ARE REQWIIRED WHERE WT.ABOVE ADJACENT ,- N " EXiSTNG MASONRY CHIMNEY FUR OUT I � ��, 3-10 IJ2Wt I I I I N 2'- " ?'4'- 2-2X6 tL �W- n I II 1- " :_ x - _._. I f I I N 2 1 TO 4-0 2»2X8 AROUND PROVIDE 2"CLEARANCE TO -g 111 8 t I 5 5 x - ___ 1 _____ SWaCE 18 30 OR MORE - PROVIDE HANDRAILS ,-N N 1 AT ALL STEPS FOUR OR MORE RISERS - HANDRAIL$ 4 1 t0 5-0 ? 2Xt0 COM�USTIBL.E$ W� .__ � -.._ _..._..... �}�-�D�D- ._.___ �i Ila SHALL BE DESIGNED AS GUARDRAILS AT ALL 5'»1"TO 1'-0"2-2X12 PREFAB PVC b"X 6"STRUCTURAL I I XIST SIG AREAS ABOVE 30'ABOVE ADAJACENT LEVEL 1'-I"TO V-0"2-244 }- 1 ALTER MASONRY POCKET FOR NEW POSTS BEAR ON GIRDER FLOW I I OOM o THERE SHALL 5E MR 1 i/1'CLEAR FROM INSIDE OF REPLACE ANY EXISTING HEADERS NOT UP TO THE RIDGE 4"Mid.BEARING -PROVIDE 1 1:1HANDRAIL TO WALL FACE HEADER SCHEDULE STANDARDS FNICU LOADS V z 'r- �• CLEARANCE AROUND FIELD VERIFY ALL DIMENSIONS AT STAIRS J STEPS ADDED ABOVE U qC RIDGE BEAM TO REPLACE EXISTING E= y PRIOR TO FABRICATION REMOVE EXISTING ROOF SWINDLES AND FELT OFF OF z _--- ------__--- ------------__ Ry EX15TING PINING ROOM � ALL RISERS!STEPS = MAX HT.8 t/4"MIN.TREAD 9" EXISTING ROOFS t0 BE COVERED BY NEW!ROOF$• Q IlJ cta - = NO ROOF FINS N NEWLY CONGEALED ATTIC OR S 4 I I Sr F wPLUS e 1 I LINE OF EXISTING iSECOND FLOOR NEW I "PK)$IIdCs _ I� p� -}`b"�/, `�!% 1 =� I `" �b SPORTiONSS OF SWEAATTHIINNGs TO PROVIDE DE TRRU X 14 X OC O I �Z , I /' EXTERIOR WALL ABOVE i r 1 ALL WINDOW!MODEL NUMBERS S ARE ANDERSEN 400 VENTILATION HOLES Q �` SERIES UJ/SCREENS AND LOW E NSWlLATt-D GLASS U fl- WW ea I= r. ry vi -ti ` 1; +- VALUE _ ,25 -WHITE CLAD EXTERIOR AND UNFINISHED ch = I I ----- ia I � N U X e i XI `:�+ I I I 1 i WOOD INTERIOR UNLE88 04MR APPROVED EQUAL 7( � I TYPICAL NTERWOR WALL: W t-- �. CONSULT WU/WINDOW!MANWA ON ALL MULLION JOINING N N . N J-------- --- L ----- —•�- --- ? X 4 WOOD STUDS 1(a OAC. :� • ,' `�� I I C ?"k ON FLA ON EXIST.RR �� ?"XON FLAT ON EXIST.RR �� DETAILS AND WINDOW COMBINATIONS TO ENSURE 2"X 4"PT SOLE PLATE,2-2"X 4"TOP PLATE,I r / I> \ ,� z, \\ � BY AND ADJUST MODEL NUMBERS LAYER 1/1"TH.GYP?BRD.EACH SIDE - .-� 5-TW852 DOUBLE� CWINDOW-W-1 _/♦.. 3- Wt28DOUBLE WINDOW I 2-TUt185?DOUBLE ALL NEW ROOMS TO WAYE L*HT AD VENTILATION � CN �=3115 _____ __________________ _ _ ___ __.____ ___ PR NYS CODE 4%OFROOM AREA MIN.CLEAR OPNG.VENTILATION 8%OF ROOM AREA MIN.GLASS TOP WINDOW!ABOVE I NEW 2'X 6"RR.+ 16"O.C. .A NATURAL LIC49 � � �� - ,} cJ ; I NEW COVEREC FOR NEW?'X 6N C,J.0 16"OE ;/:�; ° w I I yX", APPLICATION W 2-? X12 DROP HDR --- DA. •--- -- 2-2 X 12M6P MR -- DA. ----- -2-2"X 12 D- HDR � ----- -- --- �-+------ 0 ---- --- ♦ LEGEND ---- ------------- -------�°VIA PVC STRUCTURAL COLWIMN,I$ '� � `n O / �;CD. = CARBON MONOXIDE DETECTOR INTERCONNECTED %� ,n �� )SD. ■ SMOKE DETECTOR INTERCONNECTED Jr DECORATIVE RAILING A-1 ,. �;EF. = EXHAUST FAN VENTED TO EXTERIOR - 50 CFM MIN.INTERMITTENT 1-j L "•.��rr��rr—rr rrr�"r ".r�—r�rr"r rr-rr►rrrirrr�rwwr-�rrrirrrr rr�rrrrrr�—rrr�rr►rr rrw�=rrr�nrrr�.e- -7v9 r r F� N PARTITION LEGENp �N 1 N 1- N t./ J b -1 1/2 6-1 112 8,41 b-1 i!2 6 1 I/2 NEW WALL CONSTt�TION H � P-4 12-I N -1 6 DEMOLITION U.OX W ' 11 N Q EXISTING WALL CON8TRUCtION 58'-3" �4 Q SQUARE FOOTAGE Ff 5 T F L O O L A N EXISTING FIRST FLOOR= 811$4 FT. SCALE. 1/4" = I,-0' NEW FIRST STORY ADDITION = 221 SQ FT. EXISTING GARAGE CONVERSION TO LIVING SPACE = 311$4 FT. EXISTING SECOND FLOOR = 620 SQ FT. O NEW SECOND STORY ADDITION$: 18 a M = 36 SQ.FT. ��OR A � NEW WOOD DECK= 843$4 FT: 12 Q_ : NEW FRONT PORCH = 181 SQ FT. N .d. -101112 " " 0 EXISTING ROOF RAFTERS AND NSUL. ACTUAL LVW,STRUCTURAL MEMBER SIZES �`�//�Q 7 '�� NEW 2"X ON FLAT FULL WIDTH OF 2'X 14' = 13/4"W. X 14'H. EXISTiNG BEDROOM I? cur RAFTER -�4 NEW 2"X 6"CJ.+r 16"O.G. ?"X iZ" = 13/4"W X 111/8"H. m 0 NEW 2"X 6"RR, t6"O.C. 2"X 10" = 13/4"W.X 9 1/2"R -►a 1- EXISTING FLOOR JOISTS 2"X 8" = 13/4"W.X 1 1/4"k. w -J = ALUM.GUTTER ON 2' X b"ALUM. -«a EXISTING(2)2'X 4' BEARING PLATE CLAD WOOD FASCIA 2'X b" : 1314"W/X 5 i/2"H ILI} I I NEW DROP HDR SEE PLAN 4'-6" II NEW VINYL VENTING SOFFIT ALLOWA5LE STRUCTURAL MEMBER DEFLECTIONS: O O Il I i REMOVE EXISTING NEW DROP HDR AND BLOCKING _ ! EXTERIOR WALL B NEW VINYL BEADSRD.SOFFIT Fant;>terd tlt 9attached to rreater ftn etfareo � q Q 4 EXISTING KITCHEN AND DINING ROOMS x, v O o ! IN NEW PVC STRUCTURAL COLUMN Interior walla and partitions WW W }- ! 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MiN.36N 5FG Q z NEW 2"X 8"PT.WOOD LEDGER- ..� SEE NOTES EXISTING MASONRY FOUNDATION WALL.ON 16"WIDE PC FOOTING IDU1Cs" GfR056 6ECTION Bldg Dept copy from ZBA Final reuie,,ed document` 5 C A L E: i/411 a V-011 ZBA File d/g / K/ Date, 22'-1"NEW ADDITION _2 5/4"X 6"PT,DECK 5RD TREADS ON 2"X 12"TH,PC PAD FOR STRINGER BIrARING "' �'°� """ z :_ "P.T.WOOD STRINGERS + 16"OZ.USE$IMPsoN GALV.L$cz F———_--______.{ STRINGER TO HEADER I I I � I o 1 a 12" DIA.Pr_PIER BOT. MIN.36" I s ! p I e 61 1 X - 4'-0" - I NEW 2"X 8"P.T.CONTtNUOUS LEDGER ! 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C14b"TH. 5CLID TRAFFIC�kRIW3 FRE A5T GONG.Top —L C1, L R ri^JEl L I: l�®® lam f� lel Ial LJ 0®® 7CIL Ul ROOF AREAS A AND B = 5-7 + 51 = 133 OU. FT, 1 22.34 (0' DIA. RING X I.' III. = 4"DIA.SLOPE 1/3'FER FOOT 1112123 ® CH� ® ®®EE l PWMDE A 3'-0"K GOL LAP,OF r VERTIGAL FT. UaE 7'-0" DEEP FFEOTIV ? f ri-F X b'_C7" IIIA. FOOL 11®® ® ® ® tom ® ®®® aEMCOAFa5,40 JRPRAEL.. —� � � 1212® l� � � LQ ®L]®L] �R TI-E FULL EFF1:G h(f D)PTH j u > 0 »®® l� ® ® ® ®�®® aQ W w R.YI�IELLr -2; E-- L;�®I� I� L� LSI LSI LSI L�L�L� Q ®®® ® ® .® ® IR3®®® - ROC�L= ,ARI=,�S O, D AND E _ -12 + 30 t 5-7 = I�c? GU, FT. 1 22.34 (6DIA. F�I1�JG Y I' �I.} = w ,—'i__ � tru t� -7-2 VERT1GAl_ f, USE '-O" DEEPEFFEOTIVE DEiaTH X 6'-O" DIA. POOL 12CEM lam ® ® CEM ®®9 I�®® � ® I , L� ® LD LD E0 � W C ®1�® ® ® L� ® L ®lam 0 ® ® ® ® ® ® L]IJ E3 . 5TORM WATER DI AINAOE 5Y5TEM GENERAL NOTE�a La® ® ® DEED LjI ® - . m E 1 I l ®®® ® lam ® ® ® ®ELS I. ALL PRECAST ColrRETE PRAIIIA&E 5TPUOTURE5 TO H MANUF. BY OARL5 N PRECA5T ING. Imo® IE I� L� CED ® ED LSI E3 � 140 OLD NOPTHPORT I'�D.QN65 'ARK, MY 11-54 PH. 516.-3be--40 00 CP? L- 2MEOUA P CLEAN 5AI•0 S OR1NEL C, f�f � � l l l 2. .AL L F F-6A5T 60%RETE 5TIQKTUPE-5 TO BE 4000 Pal 0 28 DAYS 5TPEL-1aTH C? (WOtnli IrLhTEf< U L 3. PIPING LOGATION5 5HO1•' N 15 DIAGRAMATIOAL - \'EPI1 Y EXACT RufgL> OF PIPIRr-, IN I^IELD fu 4. LOCATION OF ALL EXISTK5 AND PROPOSED 5ERVIGE5 Sh-IOJ4N ARE T1 P. STORM HATFR LFAI�HING POOL APPROXIMATE ANIS MU5T BE CONFIRMED INDEFF—NPENTLY KITH Tf4E UT-IL.IT-T' C4i GOMFANIE5 AND OHNER B( THE GONTRAOTOR PRIOR TO THE COMMENCEMENT ;zOF GC NSTI UGTION AND EXGAVATIC7N ,) � 5. 6ONTRAGTOR TO VERIFY EX15TINO CONDITIONS A5 5HOHN PRIOR TO � G0145TRUGTION. IF DI5GREPANGIE5 EXIST. THE CONTRACTOR MUST NOTIFY OYJNF ' AR6f4ITEGT IMMEDIATELY. b. PRIOR TO ANY EXCAVATION AND 60N5TRLJCTI0N, C-ONTRACTCOR TO VERIFY ALL EX15TINO UNDERGROUND UTILITIES AND POOLS � � GENERAL NOTES DRAWING INDEX DIVISION 1-GENERAL REQUIREMENTS D.Bolts In Wood Framing: DIVISION 8-DOORS AND WINDOWS 1.All work and these plans shall comply with the following: 1.All bolts in wood framing shall be standard machine bolts with standard malleable Iron washers or steel plate 1.Windows in buildings located in wind-borne debris regions (120 mph wind zone or with-in one anile of the a.These general notes unless otherwise noted on plans or specifications. washers, ocean,bay and sound) shall have glazed openings protected from wind-borne debris or the building shall be b.The 2010 New York State Residential Building Code -current edition effective Jan.2011 2.Steel plate washer sizes shall be as follows: designed as a partially enclosed building in accordance with the Building Code of New York State.Glazed T-1 NOTES c.All applicable local and state codes,ordinances and regulations, a.1/2"and 518"Diam.bolts-2-114"sq.x 5/16" opening protection for wind-bome debris shall meet the requirements of the Large Missile Test ofASTM IE 1996 d.In areas where the drawings do not address methodically,the contractor shall be bound to perform in strict b.3/4"Dia.bolts-2-5/8"sq.x 5/16". and of ASTM E 1886 compliance with manufacturer's specifications and/or recommendations. 3.Each bolt hole In wood shall be drilled 1/16"larger than diameter of bolt. Exception: 2.On-site verification of all dimensions and conditions shall be the responsibility of the general contractor and 4.For sill anchors,see typical details on architectural drawings. Wood structural panels with a minimum thickness of 7/16 inch(11.1 mm)and a maximum span of 8 feet(2438 , his subcontractors E.Lag Botts: mm)shall be permitted for opening protection In one-and two-story buildings.Panels shall be precut to cover 3.Noted dimensions take precedence over scale. Never scale directly from drawings. Contractor should 1.Shall be of structural grade steel. the glazed openings with attachment hardware provided.Attachments shall be provided in accordance v�vith consult Architect In case of question. 2.Washers shall be placed under the head of lag bolts bearing on wood. Length of lag bolts shall be minimum 213 Table R302.2.1.2 or shall be designed to resist the components and cladding loads determined in acoorrdance PL-1 PLOT PLAN 4.The general notes and typical details apply throughout the job unless otherwise noted or shown. depth of members being bolted together. with the provisions of the Building Code of New York State. 5.Discrepancies: The contractor shall compare and coordinate all drawings;when in the opinion of the F.Altering Structural Members: contractor,a discrepancy exists he shall promptly notify the Architect,in writing,before proceeding with the 1.No structural member shall be omitted,notched,cut,blocked out or relocated without prior approval by the work or he shall be responsible for the same and any indirect results of his action. Architect. Do not alter sizes of members noted without approval of Architect. 2.All windows shall have insulating glass,or single glass with storm windows or equal.Sizes indicated on plans 6.Omissions: Architectural drawings and specifications shall be considered as part of the conditions for the G.Built-up Beams: are nominal only.Builder c consult with window manufacturer a determine exact sizes,rough opening, etc.At work. In the event that certain features of the construction are not fully shown on the drawings,current 1.Built-up beams or joists formed by a multiple of 2 x members shall be Interconnected as follows: least one window from each bedroom area shall have i net clear opening area of height Sq.44Ft.(grade above oir 5.0 national,state and local codes,ordinances,regulations or agreements as well as current acceptable building a.Members 9-1/4"and less In depth: glue and intemail w/2 rows 16D nails at 12"o.c.staggered. flo Ft.)with s net clear height zi g In a net clear opening width of 20",and a sill height n 44"or lesswfithithe practices shall govern,and their construction shall be of the same character as for similar conditions that are b.Members greater than 9-1/4"in depth or multiple 3 x members through bolt with 1/2"diameter machine bolts at floor for egress purposes. Glazing in doors and fixed glazed panels immediately adjacent to doors or wiithin 18" FIRST FLOOR PLAN SECTIONS DETAILS shown or noted. 24"o.c.staggered. the floor,which may be subject to frequent and recurrent accidental human Impact shall be tempered as per IB A-1 7.The Architect will not be responsible for and will not have control over construction means,methods, IBC,BOCA and CABG and state and local codes and ordinances. H.Cutting of Beams,Joist and Rafters: techniques,sequences or procedures,or for safety precautions and programs In connection with the work,and 1.Cutting of wood beams,joists and rafters shall be limited to cuts and bored holes not deeper than 1/6 the depth of DIVISION 9-FINISHES will not be responsible for the failure of the Client or his contractors,subcontractors,or anyone performing the member and shall not be located in the middle of 1/3 of the span. Notch depth of the ends at the member shall not A-2 FOUNDATION PLAN SECTIONS DETAILS any of the work,to carry out the work in accordance with the approved contract documents. exceed 1/4 the depth of the member. Holes bored or out into joist shall not be closer than 2 inches to the ti or bottom 8.Any and all drawings and specifications for sitework,plumbing supply or waste,electrical circuitry,and P l P 1.All gypsum wallboard shall be installed in accordance with the provisions of the BOCA,CABG and state and local heating,ventilating,fabricated trusses,and air conditioning systems are not a part of the professional services of the joists and the diameter of the hole shall not exceed 1/3 the depth of the joist. The tension side of beams,joists codes and ordinances(as applicable). Q and rafters of 4 inches or greater nominal thickness shall not be notched,except at ends of members. 2.Gypsum wallboard shall not be installed until weather protection for the installation is provided. Storage should be In A-3 ELEVATIONS L1 provided to the Client by the Architect unless included under their agreement. Any discrepancies with these documents by any of the above listed services as shown In documents prepared by others should be indicated accordance with manufacturer's instructions. In writing to the Architect immediately. 1.Notches or bored holes to studs of bearing walls or partitions shall not be more than 1/3 the depth of the stud. 3.All edges and ends of gypsum wallboard shall occur on the framing members except those edges whitch are PRP1111 I.pipes in Stud bearing Nails or Shear Nails: 9.If part of service,prior to application for building permits,the Contractor will furnish the Architect with two sets of shop J.Bridging and Blocking: perpendicular to the framing members. All edges of gypsum wallboard shall be in moderate contact except in concealed retained by Architect,the other set to be returned to 1.There shall be not less than one line of bridging in every eight feet of span in floor,attic and roof framing. The spaces where fire resistive construction is not required. drawings of all prefabricated components,one set to pbe ermits, contractor after review. Items requiring shop drawings include but are not Architect, h to roof trusses,floor bridging shall consist of not less than one by three Inch lumber double nailed at each end or of equivalent metal 4.The sizes and spacing of fasteners shall comply with BOCA,CABO and state and local codes and ordinances(as bracing of equal rigidity. Midspan bridging is not required for attic or roof framing where joist depth does not applicable). trusses,stairs,cabinets,vanities,etc. Should the design or configurations of any prefabricated component be exceed twelve inches nominal. Block solid at all bearing supports where adequate lateral support is not otherwise 5.Provide moisture resistant drywall cement board at tubs and showers as shown on details in architecttural drawings. modified during construction from previously approved shop drawings,the Architect shall be furnished,prior provided. Block all stud walls at maximum Intervals of eight feet with minimum of 2 x solid material with tight joints. D-1 STANDARD DETAILS to fabrication,with revised shop drawings incorporating the revision. If the Architect is not provided with the P g g 6.Fire-resistive construction: Garage ceilings and walls when adjacent to a dwelling unit shall be of rated construction above information,the client shall defend,indemnify,and hold harmless the Architect from any claim or suite Provide 2 x firestops at mid-point vertically of stud wall. Bridging as required by floor truss manufacturers printed according to the approved design specified on the drawings when units are designed under BOCA stanidards as Indicated on the drawings Z instructions. whatsoever,including but not limited to,all payments,expenses or costs included,arising or alleged to have arisen from prefabricated items. DIVISION 15-MECHANICAL Q U 9- 10.The conditions and assumptions stated in these specifications shall be verified by the contractor for K.Header Schedule: U conformance to local codes and conditions. In the event of a discrepancy between these specifications and 1.Unless otherwise shown,provide with 4"minimum bearing-See architectural drawings for header schedule 1.Heating Ventilation and Air Conditioning: All work shall be in full accordance with g: local codes or conditions,the contractor shall notify the Architect In writing of the discrepancy and special 1all current codes and regulations of the governing agencies. Q engineering requirements shall be applied to insure the building's structural integrity. 2.Mechanical subcontractor to submit shop drawings indicating duct layouts,condenser location,dud sizes,etc.to Architect prior to installation. Mechanical subcontractor to review structural sop drawings and notify the Architect of any 11.These requirements may be superseded by more stringent information contained within the drawings. The more stringent shall be followed. mechanical and structural and design intent conflicts prior to construction. Z 12.Soil conditions shall conform to or exceed the following conditions: 3.All work shall be done in a neat and workmanlike manner and so as to not needlessly hamper that portion of the work W performed L&Bearing Capacity:Min.2000 psf.field verified under all footings and reinforced slabs. L.Plywood: others. U 66 � Water Table: Min.2'-0"below bottom of all concrete slabs and footings. Footings,foundations,walls,and 1.All plywood shall be Doug fir or equal. CDX at exterior.It shall be manufactured and graded in accordance with B.Plumbingg:: 9 slabs shall not be placed on or in Marine Clay,Peat and other organic materials. 1.All work shall be in full accordance with all current codes and regulations of governing agencies. U U.S.Product Standard PS 1-83 for Construction and Industrial Plywood 2.All work shall be done in a neat and workmanlike manner and so as to not needlessly hamper that portion of the work 13.Live Loads: Roof: 20psf. Floor.40psf(except sleeping rooms:30psf). Exterior Balconies:60psf. Stair Landings: " J 40psf. Wind Load:20psf. Garage:50psf. Maximum foundation lateral pressure: 40psf. Dead Loads:10psf. 2.Each plywood sheet shall bear the APA"trademark. performed by others. z Decks: 40psf.Attics without storage 10psf.Attics with storage 20psf.Guardrails&Handrails 200psf. 3.All end joints shall be staggered and shall butt along the center lines of framing members. 3.Plumbing subcontractor to review structural and mechanical drawings and notify the Architect of anyplumbing, 4.The face grain of the plywood shall be laid at right angles to the joists and trusses and parallel to the studs. HVAC,structural and design intent conflicts prior to construction. Q 14.Bottom of footings shall extend below frost line of the locality and minimum 3'-0"below existing grade to 5.Nails shall be placed 3/8"minimum from the edge of the sheets. The minimum nail penetration into framing undisturbed soil or soil compacted to 95 %dry density having a load carrying capacity as spedfied in Note 12, members shall be 11/2"for 8d nails and 13/8'for 10d nails. DIVISION 16-ELECTRICAL } LU LU as verified by a soils engineer licensed in the locality where project is being built. 6.All floors shall be nailed as per nailing schedule. LU 0 15.All foundation wall backfill under slabs where distance from edge of wall to edge of undisturbed soil 1.All work shall be in full accordance with all current codes and shall comply with the requirements of' U exceeds 16",but less than 4'-0",shall consist of clean,porous,soil compacted in 6"layers to 95 %dry density M.Corner Bracing: serving power companies and be UL approved. or provide#4 rebar at 2'-0"o.c.,1'-0"beyond edge of undisturbed soil and V-0"Into foundation wall. 1.Unless otherwise noted,brace exterior corners of building with 1 x 4 diagonals,tet into studs,or with 4 x 8 2.All work shall be done In a neat and workmanlike manner and so as to not needlessly hamper that portion of 111 16.Free draining granular backfill(SM or better)shall be used against foundation walls consistent with the plywood sheet of thickness to match that of sheathing,or with metal strap devices installed in accordance with the work performed by others. architectural plans and related details. Equivalent fluid pressure of backfill not to exceed 40pcf(pounds per manufacturers instructions(16 Ga.compression tension),or w/structural grade thermo-ply. 3.Installation: cubic foot). If backfill pressures exceed 40pcf,then walls must be designed for actual pressures by a 2.Lap plates at all comers. a.All equipment installed outdoor and exposed to weather shall be weatherproof. registered Professional Engineer licensed In the locality where project is being built N.Nailing: b.Bottom of receptacles and switches shall be located 5"above counter top unless otherwise noted on . 17.Unbalanced fill not to exceed 7'-0"unless otherwise noted and substantiated by engineering calculations. 1.All nailing shall comply with nailing schedules In WFCM,IBC,BOCA and CABO(as applicable),latest edition and drawings. Backfill shall not be placed against walls until slabs-on-grade and framed floors are in place and have reached all state and local building codes,or maufacturers recommendations. c.Receptacles shall be installed vertically at 12"above finish floor and 12'-0"o.c.horizontally. All receptacles within 6-0"horizontally of a sink lavatory or tub shall be wired to a ground fault Interrupted circuit. their design strength. Proper precautions shall be taken to brace foundation walls when backfilling. Where backfill is required h.both sides,backfill both sides simultaneously. R502.12 Draftstopping required. When there Is usable space both above and below the concealed space of a d.Wall switches to be 48"above floor. floor/ceiling assembly,draftstops shall be Installed so that the area of the concealed space does not exceed e.All smoke detectors to be wired in a manner such that the activation of one by means of metal hangers.will N DIVISION 3-CONCRETE 1,000 square feet(92.9 m2).Draftstopping shall divide the concealed space into approximately equal areas. activate all. A.General: Where the assembly Is enclosed by a floor membrane above and a ceiling membrane below draftstopping 1.The concrete properties shall be as follows: shall be provided in floor/ceiling assemblies under the following circumstances: Item Min.Comp.Strength Min.Aggregate size Slump G.C.To check and verify all conditions at the Construction site before beginning any physical work.He shall v w O A 28 Days(PSI) 1.Ceiling is suspended under the floor framing. Footings 3,000 1/2"-1" 4"t1" familiarize himself with the Intent of these Plans,specifications and all other information Including governing W Slab-on-Grade 2,500 1/2"-1" 4"t1/2" 2.Floor framing is constructed of truss-type open-web or perforated members, codes,laws,ordinances,zoning And regulations. S F� Walls 3,000 1/2"-1" 4%1/2" O.Fire Stopping: 1.4 Garage Slabs& exterior slabs 3,500 1/2"-1" 4%1"w/5 % 1.Fire stopping shall be provided to cut off all concealed draft openings(both vertical and horizontal)with 2" Headers and trimmers to be doubled where required at Skylights,stairs,openings,etc. Double all floor joists I--I O air entrainment I lumber with broken la joints or other approved material. Under partitions parallel to same and over 6'-0"long ~ W Ln 2.Concrete work shall conform to all requirements of ACI-318 specifications for structural concrete for buildings. nominal lumber or 2 thicknesses of 1"nomina lu p f Pp 7 Contractor shall exercise good judgement in order to Minimize damage to any existing areas and conditons. 3.All reinforcement,anchor bolts,pipe sleeves and other inserts shall be positively secured in place and R602.8 Fireblocking required.Fireblocking shall be provided to cut off all concealed draft openings(both Existing Work damaged as a result of new construction shall be Restored to their original condition,at no located according to the appropriate architectural drawings and details vertical and horizontal)and to form an effective fire barrier between stories,and between a top story and the additional Cost to the owner. V W B.Reinforcing Steel: roof space.Fireblocking shall be provided In wood-frame construction in the following locations. P4 1.Reinforcing steel shall be intermediate grade new billet deformed bars grade 60 conforming to ASTM& 1.In concealed spaces of stud walls and partitions,including furred spaces and parallel rows of studs or Architect has not been retained for on site inspection Or observation of construction. 615. Welded wire fabric shall conform to ASTM A-185. See architectural drawings for sizes and locations. staggered studs;as follows: Drawings and specifications as Instruments of service are the property of the architect whether 2.Detailing,fabricating and placing of reinforcement shall be lin accordance with ACI-315 Manual of 1.1.Vertically at the ceiling and floor levels. (� Standard Practice for Detailing Reinforced Concrete Structures 1.2.Horizontally at intervals not exceeding 10 feet(3048 mm). The project for which they are made is executed or not. They Are not to be used on any other projects or sites N 2.At all interconnections between concealed vertical and horizontal spaces such as occur at soffits,drop or Extensions and expansions to this project except by written Agreement along with appropriate 3.All reinforcing bars which intercept perpendicular elements shall terminate in hooks,placed two(2)inches ceilings and cove ceilings. compensation to this architect. 3.In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces under stairs W clear from outer face of element. shall comply with Section R311.2.2. Where joist hangers or steel frame carriers are used and Where"simpson strong tie"connectors or gussets Are O W 4.The contractor shall notify the building official at least forty-eight(48)hours prior to each concrete pour. 4.At openings around vents,pipes,duds,cables and wires at ceiling and floor levet,with an approved material called for on these Drawings,only fasteners recommended by the manufacturer Are to be used. H No concrete shall be poured into footings containing standing water or mud. Footings shall be dewatered to resist the free passage of flame and products of combustion. r-t prior to placement of concrete. No concrete shall be placed unfit all reinforcing has been Installed by the 5.For the fireblocking of chimneys and fireplaces,see Section R1003.19. These drawings are not to be used for any other site location Other than that intended by the party named on contractor and inspected by the building official or county approved licensed inspector. 6.Fireblocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. these drawings For one plot location,without review and written permission From the architect. 5.Minimum protective cover for reinforcing steel shall be as follows: a.Footings: 3" R602.8.1 Materials.Except as provided In Section R602.8,Item 4,fireblocking shall consist of 2-inch(51 mm) b.Beams and columns: 2" nominal lumber,or two thicknesses of 14nch(25.4 mm)nominal lumber with broken lap joints,or one thickness of 23/32-inch(19.8 mm)wood structural panels with joints backed by 23/324nch(19.8 mm)wood structural The contractor shall give all notices and comply With all laws,ordinances,regulations and orders Of,any public c.Slab: 3/4"(Wire mesh to be placed at mid-depth of slab) panels or one thickness of 314-inch(19.1 mm)particleboard with joints backed by 3/4-inch(19.1 mm) authority bearing on the performance Of the work indicated on the drawings. d.Walls-1 1/4"at interior face: 3 at exterior face. particleboard,1/2-inch(12.7 mm)gypsum board,or 1/4-inch(6.4 mm)cement-based millboard.Batts or C.Foundation: blankets of mineral wool or glass fiber or other approved materials Installed In such a manner as to be securely G.C.To provide all finish moldings around doors,windows &at floor/wall intersections 1.Footing depths are shown on the architectural drawings. Footings shall bear a minimum of 1%0"into retained in place shall be permitted as an acceptable fire block.Batts or blankets of mineral or glass fiber or G.C.Shall provide one prime coat of paint&two finish coats.(interior) original undisturbed soil and a minimum of V-0"below finished grade. Where required,step footings to ratio other approved nonrigid materials shall be permitted for compliance with the 10 foot horizontal fireblocking in of 2 horizontal to 1 vertical. walls constructed using parallel rows of studs or staggered studs.Loose-fill insulation material shall not be used G.C.Shall provide all temporary support and or bracing which maybe Required during demolition and construction 2.Where conditions develop requiring changes in excavations,such changes shall be made as directed by the as a fire block unless specifically tested in the form and manner intended for use to demonstrate its ability to Architect. remain in place and to retard the spread of fire and hot gases. Provide structural metal connectors by"simpson"At all butt connections of structural members. (galvanized at CD `' o �4 3.All footing excavations shall be inspected by the building official or county approved inspector prior to the 'fir exterior). LL All gyp.bid.To be taped&spackled min.3 coats Use water resistant gyp.Brd.Or cement bid.As the backer � placing of any concrete. Same shall be given forty-eight(48)hours notice for this observation. `^` P.Alignment: 4.Soil investigation and report: All earth work,compaction and supervisions shall be done according to the 1.All rafters and joists framing from opposite sides shall lap at feast six(3)inches and be nailed together with U.O.N.All auxiliary rafter ties shall be 2"x 4"'s at 16"O.C.Tied back a min.3 dg.Beams when such beams s� recommendations of the soil Investigation report prepared by a licensed geotechnical engineer. Concrete slab min.(3)10d face nails. and rafters are perpendicular to each other and footing calculations are based on a 4,000 psf value. If on-site test boring indicate lesser values,notify 2.When framing end to end joists shall be secured together by metal straps. Provide a storm drainage system for all roofs and paved areas. Architect,in writing,so that necessary structural modifications can be made. Q.Partitions: 5.Slab-on-grade shall be 4"thick reinforced with 6 x 6 W1.4 x W1.4 WWF and shall be placed on 6 mil. 1.General: vapor barrier on 4"crushed stone.U.O.N. TO THE BEST OF MY KNOWLEDGE AND BELIEF THESE PLANS AND SPECIFICATIONS COMPLY WITHCq 6.Slab-on-grade at porches shall be 4"thick unless otherwise noted. a.Provide solid blocking at 4'-0"o.c.between the joist and first interior parallel joist. THE NYS ENERGY CONSERVATION AND CONSTRUCTION CODE 12"from comers and intervals of not more that 2'-6". b.Splices of the top and bottom portion of double top plates must be staggered a minimum of 4'-0". l)v N 7.Install anchor/straps as per mfg.recommendations: B c.Splices shall occur only directly over studs. Minimum embedment for anchors shall be as specified by manufacturer. 8.Beam pockets shall be formed Into concrete walls to provide a continuous level flat solid bearing surface d.Structural variations are allowed if substantiated by engineering calculations. Stamped by professional engineer W for all beams. licensed to practice in the jurisdiction where construction is taking place. One set of calculations to be provided to 0 Architect for approval prior to construction. DIVISION 4-STRUCTURAL STEEL HJ 1.All steel to be A-36 fabricated and erected per ASCI standards e.Lap top plates at corners and intersections. 2.Bearing Walls supporting one floor or more: lu } Ul DIVISION 6-WOOD a.Partitions must be constructed of minimum 2 x 4 studs spaced 16"o.c.of type lumber specified. Q -1 A.Lumber Grade: b.If a double top plate of less than 2-2 x 6's or 3-2 x 4's Is used,floor joists shall be 1-3 Lu 1.All lumber shall be,unless otherwise noted,No.1 grade. Douglas Fir-Larch with the following minimum structural values. centered directly over and below bearing wall studs with a tolerance of no more than 1"unless substantiated by LU Q Grading shall comply with PS 20-70" engineering calculations. �r _ Co O (� Association standards. American Softwood Lumber Standatdind applicable Western Wood Products c.Bearing stud walls must be sheathed with a minimum 1/2"gypsum board fastened according to drywall a.Extreme fiber bending stress: metal. d ' W J }- Size Repetitive Member DIVISION 7-THERMAL AND MOISTURE PROTECTION 2 x 12 1005 PSI 2 x 8 1210 PSI --� 2 x 10 1105 PSI 2 x 6 1310 PSI A.Roofing: b.Horizontal Shear.Fv =75 PSI?.Modulus of elasticity: E=1,600,000 PSI f.Moisture content: 19'/o maximum. 1.Fiberglass Shingles:THIRTY(30)year self sealing shingles over 1 layer of 30#asphalt saturated felt underlayment d.Compression parallel to grain: Fc =875 PSI G.Compression perpendicular to grain: FcL=405 PSI unless otherwise noted. Install according to manufacturers instructions. V P p Z 2.Other species may be used provided substituted species shall meet or exceed requirements noted above. 2.Cedar Shakes: #2 grade red4abel cedar shakes(18"1 x.45"T)over one layer 30#a.s.f.undedayment. Install with 4 moisture content not greater than 19% air dried lumber is 1/2"weather exposure. Apply an 18"wide strip of 30#a.s.f.over each course of shakes,9"from bottom edge of shake •Z v O Z3 3.Moisture content: All lumber 4"and deeper shall have mo desired but not necessary. Lumber may be kiln dried,however drying process must be slow and regulated to cause a extending over top of shake and onto sheathing. tu minimum amount of checking,comparable with air dried stock. 3.Eave Flashing: See note B-3,below. 0-- 4.All exterior lumber and lumber in contact with masonry or concrete shall be pressure preservative treated in B.Flashing: accordance with AF&PA standards and stamped"Ground Contact 0.40 lbs/cubic foot". 1.All flashing,counter flashing,and coping when of metal shall be of not less than no.26 U.S.gauge corrosion-resistant 5.Grade stamps shall appear on all lumber. 2.Flash all exterior openings and all building comers with approved material to extend at least 4"behind wall covering. 6.Store all lumber above grade and protect from exposure to weather. Cover all exposed plywood at building comers with waterproof building paper. O O Z B.Flitch Beams: 3.Step flash at all roof to wall conditions. Flash and caulk wood beams and other projections through exterior walls or 1.Flitch beams shall have a minimum fb=15000,E=11.4 with 1/2"bolts located not closer than 2"from the top and A.General (� bottom edge unless otherwise noted. There shall be a bolt top and bottom 2"from each end(see typical flitch plate roofsurfaces. bolt pattern detail). 4.Eave flashing shall consist of two layers of 15#a.s.f.cemented together in addition to required nailing from the edge of the eave up the roof to overlay a point 24 inches inside the interior wall line of the building. Q W C.Joist Hangers: 1.All purlins,joists and beams not framed over supporting members shall be supported C.Attic Ventilation: e quality steel which conforms to ASTM-A525,min.22 gauge. Products acceptable 1.Enclosed attic truss spaces and enclosed roof rafters shall have cross ventilation for separate space with screened 2.Joist hangers shall be prim tl' equivalent. ventilating openings protected against the entrance of moisture and rain in accordance with the WFCM,BCNYS BOCA shall be Simpson,Kant-Sag, a and CABO code,latest(as applicable)edition and all state and local codes and ordinances. See details on architectural D Preservative Treated Wood plans for locations and details. All wood exposed to exterior and adjoining any concrete shall be preservative treated with"Preserve" alkaline copper quaternary(ACQ)based preservative or architect approved equal cp d D 250.Oq' 5 430 II' 40" E w N N 1 FF ZD 1 V I 47'-4 3/4" _ 1 � � � ----------- L_-_ _81/2 W AREA OF WORK N z n p 1THIS APPLICATION o 1 N ND 12'-0" 24'-1" STORY ADDITION O 1 } ZO U � -� LU mm Z �, EXISTIN6 TWO STORY a 4�-� M RESIDENCE TO REMAIN - PROPOSED COVERED W/ INTERIOR PORCHI 1 V ALTERATIONS cQ 0 W t= Lu i N � 1 < PROPOSED SECOND r(\ c11 qq STORY ADDITIONCAD LJ—I N Q ----------- 47'-6118" N 5'-0" ^u O CONVERSION PORCH PROP05M 6ARA&E 1 NEW ADDITION CONVERSION d- _ � z `r' OL 53.15' O '� W v PROPOSED WOOD DECK 160'-B 1/4" � � W dcfl o O W Q Z r 250.00' N 430 I I' 40" W `' � y �, o 0 ZONING DATA SCl'M=1000-126-10-24 P L O T P L A N ZONE:R-40 5CALB 3/32• = I'-O" �!J LOT AREA:25,005 SQ.FT. BASED ON SURVEY DATED-7/24A5 BY 1- BRENNAN JR W LOT COVERAGE=1584/25009=6.5% LAND SURVEYOR O 5MARE EOOTA6E W �' w EXISTING FIRST FLOOR=871 SQ.FT. O 0 W NEW FIRST STORY ADDITION=221 SQ.FT. Q EXISTING GARAGE CONVERSION TO LIVING SPACE=311 SQ.FT. EXISTING SECOND FLOOR=620 SQ.Fr. NEW SECOND STORY ADDITIONS:18+18=36 SQ.Fr. NEW WOOD DECK=843 SQ.Fr. , t L J-1-i NEW FRONT PORCH=181 SQ.FT. F- (v m JU if- 111 L4l z � o � O � C14 z Q � Q DW�s! 0 NEW WOOD DECK 22'-1" 36'-2" 40, ALL LVL(MICROLLAM AND PARALLAM PRE ENGINEERED TEMP SHORE AND BRACE STRUCTURE AS REQUIRED e LUMBER t0 BE AS MATLFACTURED PER CODE DURING DEMOLITION AND CONSTRUCTION d) BY TRUSS JOIST- > N 10-101/2" 10'-10 I/2" 8'-5 1/2" 8'-51/2" 2'-01 4'-9" r° 4'-9" MARA L AM L`V I. MIN.2 E 2600 Dei Flo ALL LEDGERS SHALL SECURED TO ADJACENT 2'X PAR4LLAM LVI. MN ZDE 2900 psi Flo WOOD FRAMNG W/3/8"DIA.SAW LAG SCREWS OR ALL INSTALLATION FOR LVL LUMBER AND PLYWOOD 0'DIA.GALV.EXPANSION BOLTS INTO FOUNDATION pENOTES LOCATION OF SHEAR ' O MANUFACTURERS BY SIMPSON OR EaJAL - ALL SPACING TO BE 161 WALL HOLD DOWN C 4NECTOR RECOMMENDATIONS R ATIONSAND CODE INCLUDING O:G.STAGGERED TOP AND BOTTOM MAX 12"FROM (TYPJ- SEE DWG.D-1 CONNECTIONS, BEARING STIFFENERS,BRIDGING, ENDS -------_---------------------------------------------------------------------- --------- --Ni=al!#ilJtsbm68 --- BLOCKNG,FRAMING CONNECTOR$,ETC. FWG120611-4 SLE a GLASS DOORS -- 2411128210 DOUBLE HUNG WINDOWS GLDG DOOR ___ __ REMOVE EXISTING WINDOWS AND DOORS WHERE -- ALL STRUCTURAL DOUBLE MEMBER WOOD FADERS SHOWN AS DEMO AND,F NOT REPLACED,FILL N 1'-04'-0' Z-Z'X 14'LVI.HDR -- --- --- _ t0 HAVE MIN 4"X 4' WOOD BEARING POST UNDER lii6ILERI EACH END UDX OF THE SAME SPECIES OF THE HDR EXISTING OPENING WITH NEW INSULATED,OR CONSTR TO MATCH EXISTING ADJACENT,OR ALTER F 7F]II 30' RIO -- I IST. TO - TRIPLE HORS.TO HAVE 4"X b'POSTS MIN.UOAL ROUGH OPENING AS REQUIRED FOR NEW WNDOW, �l O SUPPLY NEW HEADER AND JACK STUDS AS REQ'D. � 21'-9" '_ I II'MRO _ � ALL STEEL BEAMS t0 BEAR CN 3q4"DIA STD.STL I �\\ 18 11 1 • EACH END ON FOOTING OR FOUND. WINDER TREADS SHALL HAVE A MINIMUM TREAD " n WALL OR IK COLUMN MR BEARNG FOUNDATION WALL 0 I I \\�� 1 ( o 9-6 DEPTH OF 10 NCI$8(254 MM)MEASURED AS ABOVE 0 I EXPANDED `- ' cl)v" ITV LAV. AT LEAST ONE WINDOW IN EACH NEW BEDROOM to BE AT A PONT 12 INCHES(305 MM)FROM THE SIDE o pp rT T EXISTING x SIZED TO ALLOW EMEW-e CY EGRESS PER NYS CODE WHERE THE TREADS ARE NARROWER WINDER 0 O a I EXISTING KITCHEN - I I �� , 5:i SGL FT.OPENING -51d At FIRST FLOOR-MIN.HT. TREADS SHALL HAVE A MINIMUM TREAD DEPTH OF b o RI:IF LN. I I I sro�\ ' �� DIM.24" -MIN.WIDTH DIM.20", 44'AFF MAX SILL HT. INCHES(152 MM)At ANY PONT. �I s • j 15 ALL DIMENSIONS ARE FACE OF GYP.BRD.TO GYP. SEE DWG.T-1 FOR ADDITIONAL FRAMING AND • I EXIST. HALL NEW 1K ere DDOO�RSS*OR 0 WNDDOWS UNLESS CE OF SHEAT14NG O HMIS�SF�W� STRENGTH GENERAL MINIMUMS NOTES ALL sTRLICL LIMBER W NEW GREAT ROOM �, 1 X �'�/ \� S'-0'x 3'-6' POOR � I L:SD. (:C.D. I I Done ;1 SD. I I `�� ALL GUARDRAILS SHALL BE DESIGNED t0 NOT WOOD FADER SCHEDULE AT WALLS: X n %____ I ISLAND COUNTER _ •ro I I I ALLOW THE PASSAGE OF A 4'DIA.SPHERE(A b' O ------------------------- UNLESS OTHERWISE SHOWN OR NOTED,PROVIDE --- - -------------------------L ---- ---- -------- 1 I II SPAN. SIZE OF N = I -____-i VE_� DIA SF'HEI BTIW ANY TREAD ANp WDERSIDE OF wIT14 30 MR IyIMUM WARNS ALL OF.N ryVRAIL)HT.SHALL BE 36'MR AT LANDINGS AND 34 �j L——————- NEWW 2-2'X 10'LVL DROP 1.1EAD NEW Z-2"X 12'LVL INSET HEADER MR ABOVE ANY TREAD AT THE BSER-GUARD J." 3'-10 I utI I I I RAILS ARE REQUIRED WHERE HT.ABOVE ADJACENT t0 2'-6' 2-ZX6 u- �ih EXISTING MASONRY CHIMNEY FUR OUt d�'i = I I I I N SURPACI= IS 30"OR MORE - PROVIDE HANDRAILS2'-1"TO 4'-0' Z-2X8 N AROUND PROVIDE Z'CLEARANCE TO g __ _ _____ FOUR4'-1'TO 5-0"2-2X10 COMBUSTIBLES -- - ^� -- - ---- StT1A'e'LLLLB DESIGNED AS GiJA�RAL�S A7 QLL�ILS n ■ " ,� I I ■ 1'-1"TO 8-0 2-2X14 }- u PREFAB PVC 6 X 6 STRUCTURAL XIST NG AREAS ABOVE 30 ABOVE ADAJACENT LEVEL n Q N 1 ALTER MASONRY POCKET FOR NEW POSTS BEAR ON GIRDER BELOW I THERE SHALL BE MR 1 U/1"CLEAR FROM INSIDE OF z RIDGE 4'MIN BEARING - PROVIDE 1 ❑ Om 'Lo' HANDRAIL TO WALL FACE REPLACE ANY EXISTING FADERS NOT UP t0 Z �01,. HEADER SCHEDULE STANDARDS F NEW LOADS LLl CLEARANCE AROUND • FIELD VERIFY ALL DIMENSIONS AT STAIRS/STEPS ADDED ABOVE V ar EXIST PRiOR TO FABRICATION REMOVE EXISTNG ROOF SHINGLES AND FELT CFF OF _.i � RIDGE BEAM TO REPLACE EXISTING EXISTING DINING ROOM _ ALL RISERS/STEPS ■ MAX HT.S U4"MR TREAD 9" EXISTING ROOFS TO BE COVERED BY NEW ROOFS - w N - — ---------m--------------- / I \ EM ACE -Q `° _-- PLUS I"NOSING NO ROOF FINS N NEWLY CONCEALED ATTIC OR IIS + i ----� r----- ----- SIMILAR AREAS REMOVE APPROX MN FOUR 14'X14' } - � % I LINE OF EXISTING(SECOND FLOOR � = I � ALL WINDOW MODEL ARE ANDERSEN 400 PORTIONS OF SHEATHING t0 PROVIDE THRU `-r d� x -�-� / \� I EXTERIOR WALL ABOVE � � � 1 � � SERIES uu SCREENS AND Low E INSULATED GLASS u VENTILATION HOLES Q Lu LU N O ,�,Q :' I �� I�� I 1 a r VALUE ■ Z5 -WHITE CLAD EXTERIOR AND l9�FNISFD 2;k • �• - - WOOD INTERIOR UNLESS OWNER APPROVED EGIUAL � X = j j N x U �v,/ Xi \, +� I I I i w TYPICAL INTERIOR WALL: ' N m -' --1- --I-------- L- 2 X 4 WOOD STUDS• 16 OL. i- � c' \ ��_- -------- - ---- �-- ----- -� ------ � CONSULT W/WINDOW MANUF.ON ALL MULLION JOINING Z"X 4"PT SOLE PLATE,2-2 X 4 TOP PLATE,I ------- — �— ■ ■ n n N� �� 2"X ON FLAT ON EXIST.R.R. 2 X ON FLAT ON EXIST.RR DETAILS AND WINDOW COMBNAtIONS t0 ,� ( 1 • j CI �\ / I I `�\\ �• ACCORDBILI TY Y AND ADJUST MODEL NUMBERS LAYER in N TH.GYP.BRD.EACH 81DE • 3-TW285Z HUNG WINDOW Q1/LZ030 1-TW2852 DOUBLE , ALL NEW ROOMS TO HAVE LIGHT AND VENTILATION N L 5-TW285Z DOUBLE}RA4Cs WINDOW W/ _ _ - -------•__- ----- SAW-------------- • PER NYS CODE 4%OF ROOM AREA AREA CLEAR l� ---------- ---� 'I'Ft�I$&�fUlRL50�1-f-�'fAZ��I — ———— ----------------- ------ ------- / I I OPNG.VENTILATION 87t OF R001"I AREA MIN.GLASS/ TOP WINDOW ABOVE I NEW 2' X 6'RR• 16"OC ` za - NATURAL LIGHT NEW COyEREI� PORCH NEW 2'x 6'C.J.•16'OL. � -1 AREA OF UJORK TH 15 __i � c CC HDR . 2 .- (/ ---------- ---- ------ -- ------ ------ --- NW nc aLEGEND W Z --- -------- --- ----- ------ ------------ i C.D. ■ CARBON MONOXIDE DETECTOR NTERCONNECtED 10'DIA PVC STRUCTURAL COAM S.D. ■ SMOKE DETECTOR INTERCONNECTED �'—I H ►'� W 4 s asA-1 N �/ C)EF. ■ EXHAUST FAN VENTED t0 EXTERIOR - 50 CFM MR NTERMITTENT Q Lr) DECORATIVE RAILING .� �+ z W � 9-a od PARTITION LEGEND 6'-1 1/2" b'-1 IR" B'-S" V-1 1/2" V-1 I/2' NEW WALL CONSTRUCTION H cq " 9, E::----::] DEMOLITION URAL Q EXISTING WALL CONSTRUCTION O w� 581.311 ~ SQUARE FOOTAGE IC T F L ® ® $� L I EXISTING FIRST FLOOR ■ 811 8Q.FT. �,J I I �l NEW FIRST STORY ADDITION ■ 221 SGl FT. SCALE: 1/4' ■ 1'-0' EXISTING GARAGE CONVERSION TO LINING SPACE ■ 311 SQ.FT. EXISTING SECOND FLOOR ■ 620 SQ.FT. * �� NEW SECOND STORY ADDITIONS: 18 418 ■ 36 SGL FT: O NEW WOOD DECK ■ 843 SQ.FT. 12 NEW FRONT PORG4 181 SGL FT. Lu o EXISTING ROOF RAFTERS AND INSW. ACTUAL LVL STRUCTURAL MEMBER SIZES mss/ �p Al EXISTING BEDROOM ' �R 2XOR FLAT FULL w1DtH of 2"x14" ■ 13/4'W. x 14"H. 12 �4t NEW Z'X 6"C.J.• 16'Or- NEW r 2"X T1' ■ 13/4'W X 111/8"H A NEW 20X611RR•ib1Oa 2"X10' ■ 13/4'W.XSW"H. N y EXISTING FLOOR JOISTS 2"X 8" ■ 13/4"W.X'1 V4"R _J = ALUM.GUTTER ONYX 6'ALUM. EXISTING l2)2"X 4'BEARING PLATE CLAD WOOD FASCIA 2"X 6" • 1314"W/X 5 1/2'H. L } W III NEW DROP HDR SEE PLANS NEW VINYL VENTING SOFFIT ALLOWABLE STRUCTURAL MEMBER DEFLECTIONS: O O u O II p REMOVE EXI8TNG NEW DROP HDR AND BLOCKNGZ3 lu "h __-- - CLAD IN AZEK Rafter slopes greater then 3/12 w/no L/W0 4 ill EXTERIOR 'L 0 0 finished cent attached to rafters '� Q EXISTING KITCHEN(( AND PINING ROOMS � NEw VINYL BEADBRD.soFF1T vO Q II i NEW NEW PVC STRUCTURAL COLUMN Interior walls and partitions HA80 uj Lu � II q II q Floors and plastered callings L/�60 —j Lu FIBEMLASS INSULATION PORCH MAtG- EXISTING FN FIRST FLOOR II q EXISTING 2'X 4'STUD • Ib'OAC FIGHT III EXTERIOR WOOD STUD WALL NEW BLOCKING UNDER COLUMN All other structiral members 1./140 '� V Z —i NEW DECK JOISTS Exterior walls with plaster or stucco Flnieh W360 Q 0 T Exterior walls-wind loads with brittle Q finishes (� `•.r,, L-J W P.t.DROP HDR SEE PLANS Exterior walla-wind loade with flexiblke Z ftnreh� � EXISTINGICELLAR 161 DIA PL.PIER BOT. MN 36"BFG O z Q 4 S E 211 X P.T.WOOD LEDGER- � QLa NOTES EXISTNG MASONRY FOUNDATION d5 WALL ON 16'WIDE PC FOOTING oLl� CR066 SE-CT ION � 5CALE: 1/4" = 1'-0" ' � 22'-1"NEW ADDITION 36'-2" 5/4"X b'PT.PECK BRP TREADS ON 2'X 12'TI-L PC PAD FOR STRINGER BEARINGS "'=- 'P.T.WOOD STRINGERS .: 16'O.C.USE SIMPSON GALV.LSCZ F-----------� I STRINGER TO HEADER I r------- ------------------------------------------- -------1-----------1--------------------------------------------------- _ 0 I W 2 1_X 12' t. W 1-2' X12' T. W 2-Z X12 Z-Z X 12 t. W Z-Z X12 T. Z-2 X 12 T. 0 - —P_�P MS 8_ _ P:�R� N€—=-=P: __.G_ —=-=P_ P1�PR- _-- --=—=�� R_ _ _=:P_P � o � 411 I 12" DIA PSG.PIER BOT. MIN.36' I I o 4'-011 x r I NEW 2'X 8'P.T.CONTINUOUS LEDGER BRD.SEE NOTES FOR SECUREMENT I 7777777..7 I I _ •5. -IN -r -� 1 I - I -I I NEW 8'X I6'SCREENED '. I t LOUVER VENT # 1 Lu -�' 12"TH.PC PAD FOR STRINGER BEARNG '. �Y I I EllI i I • I I I Q � '� •� �j% I 1 '.`) 1 I NEW CRAWL SPACE � I I • 0 d I I 1 I I NEW 2'PSC.SLAB �i II XI I X I U y I I I I I iu a +- r1 ' } EXISTING CELLAR NEW 8'7H.PSC.FOUNDATION ULaLL ON 8'TH. j I t' I � I I � 4'PL.SLAB I I � X 16'REINF.PSC.FOOTING - I I :•; I I I I c(1 q I 1 I I I I zDd EXISTING WOOD GIRDER I I FOUNDATION WALL W/16'L'4 STEEL REIN.REBARS I +�1 I, --------------------- IE I a 121 O.C.VERTICAL IMBEDDED INTO EXIST.UTALL 4N / NEW WAIL. 12' - REBARS TO BE MIN.2'FROMZ *' EXTERIOR OF CONCRETE -FILL BAR HOLE M X I I I I I I I N n EXISTING WALL W/NON SHRNKING EPDXY GROUT I i I' I I I EXI NEW 8'T14.PL.FOUNDATION WAIL UNDER > EXISTNG GARAGE DOOR OPNG IF NOT PRE 1 I I o I I 10 I j N U I GRADE(15M)- ALIGN VTOP TOP OF I i :' I I I I w I 1 I I NEW CRAWL 5PACE I I IStNG ILER . I - w =, ADJACENT WALL I EXISTING 4'Fr_SLAB I I oc EXISTING S"TH.FOUNDATION I I i a: I u I I to WALL ON 8'TH.X 16"ILL P.C. I I X FOOTING I �I 1I + I x I I I co NEW 2"X 8" P.T.D.J. Vol 16 'O:G n 1 1 e I r NEW 2'X 8"P.T.CONTINUOUS LEDGER I I I I I I BRD.SEE NOTES FOR SECUF431ENT I irl I I L----� I ---- �ei&0-------------------------- I r-+ NEW 8'X 161 SCS I 1 I . � ; rI I I ; r_)GD. � �•,\ LOUVER VENT I I I 1 I ``` '�--1 C 0 I t I I ------------ -------- ----------------------------- U O -------------------------------------- -----�-- } NEW'Comm,RIDGE VENT NEW'COBRA'RIDGE VENT EXISTING BRICK CHIMNEY EXISTING BRICK C 411ZY LLV NEW 8PARK ARRESTOR W/NEW SPAARf�STOR NEW ALUM.CLAD WOOD FASCIA RK NEW ALUM.CLAD ON EXIST. -- ROOF SHINGLES WOOD FASCIA NEW 'COBRA'RIDGE VENT - 111 11 111 NEW ALUM.CLAD - - NEW ROOF SHINGLES TO , 0 WOOD FASCIA 4 - - -- REPLACE EXISTING O r 1 NEW VINYL SIDING ON 1/2"TH FALSE DECORATIVE I = _ I I RIGID INSULATION BIRD TO LOUVER L- _ _ ISPLACE EXISTING _� 11111111111111! - 11 11 H 11 1 1!1 111]11 111111 1111 11 11 NEW ROOF SHINGLES - NEW ROOF SHINGLES NEW ROOF SHINGLES TO IT REPLACE EXISTING EXISTNG FIN.SECOND FLOCR ----- -- �•• Zp ® - -- NEW ALUM.CLAD WOOD FASCIA --- - -- ------------ - - -------------- - — � }- -- —--— AZEK CLAD HEADER —-- -- NEW ALUM. O NEW ALUM.CLAD ON EXIST. - - - - -- -- - ---____-- ,' WOOD FASCIA `� Pu WOOD FASCIA -- - - - - - �� NEW VINYL SIDING ON VY TH M % RIGID INSULATION BRD \ W - AZEK CLAD HEADER`� _ 3'VINYL TRIM AT CORNERS I I IN II II 1 W TRUCNRAI-PVC ROUND COLUMNS II i STRUCTURAL PVC AND AROUND WINDOWS - , - - - 11 i I I ROUND COLUMNS • N V TO II NEW VINYL SIDING ON 0"1H 1 I NEW V INYL SIDING ON In'tH L - - - - _ RIGID INSULATION BRD 70 = = - - - RIGID INSULATION BRD REPLACE EXISTING REM-ACE EXISTING ' LU I j MATCH EXISTING FIN FIRST FLOOR11 1 I I IE DECORATIVE P.T.WOOD ; Z MATCH EXISTING FIN.FIRST II ' FLOOR I RAILING = Z \ -- -- EXISTING GRADE p EXISTING GRADE \_ ---------- -- (L LLI V tu AREA OF WORK TH I I '--J i - II I I I 1--i----------------F--� I I I it % I I I I I I I I I I I I II LU iE NEW WOOD DECK I ppQQ I I I I tI I 11 I I I I I I I I I I II / F-_---_L1_ C -- O AREA OF WOW I H[5\% I I i I I I I I I I I DECORATIVE P.T.WOOD RAILING rJ % L J L_J L-J L_J L_J L_Il � � I �'� EXISTING CELLAR SLAB �'� / G1 � '- •--�--------------------------------------------------------------- 1 `�•----------------------�' � N +--------------------- --------------------------------------------- ------ rte-+ L------ \ / N. ----------J III \/ ''�" --- ) Y ,� T I ® I `t cMMALED FLASHM,A ROM WALL VALLEYS L E F T (W 6 T � E L E x A I I � f� IT CSO ELS Wntrr SCAM v41.III (TYPICAL)WON eco v4�.r� U GABLE END RAFTER OVER HANGS O Z G1 OVER 12'SHALL BE LADDERED -NO "BOX OUT'RAKES OVER 12" I H H� ►-� W 4 TEMP SHORE AND BRACE STRUCTURE AS N REQUIRED PER CODE DURMG DEMOLITION U W M AND CONSMICtION H � P4 NEW 'COBRA'RIDGE VENT W o w H� Q NEW ALUM.CLAD WOOD FASCIA ' 0 NEW ROOF SHINGLES TO REPLACE EXISTING NEW VINYL SIDING ON V2"TH �O NEW VINYL SIDING ON V1'TH RIGID INSULATION M TO o REPLACE EXISTING RIGID INSULATION BRD TO V REPLACE EXISTING LL �. StMG FIN.SECOND FLOOR s a ~" o O �� — - --------- ------------------------------ ALUM.CLAD ON WOOD NEW ALUM.CLAD ON EXIST. / FASCIA WOOD FASCIA i NEW VINYL SIDING ON IR"TH / RIGID INSULATION BRD - i STRUCTURAL PVC KIS 3'VINYL TRIM AT CORNERS 0 / ROUND COLUMNS AND AROIND WINDOWS AREA t WORK tLU NEW VINYL SIDING ON 1/2'TH RIGREA OF WORK I H(S I RE IPLACE EXISTING N&LATION BIRDTO {AMATCH �� APP EXISTING FM.FIRST O ° I I G ' MATCHExIstMG FM11 LU 73 LU FIRST FLOOR EXISTING GRADE EXISTNG GRADE -------------- -------------------------- Q 4 ` • I �- n' ` NEW WOOD DECK L J I I I • • I 'Q '� U DECORATIVE P.T.WOOD RAILING I I �•�' I Z --I I 1 z EXISTING CELLAR SLAB Itu I --- ---- (L -1---- -—-- ------------------------------ -------- z — ° O X o H T C 5TH E L E ATI Q to DWCs! TABLE 3.1 MINIMUM UNIFORMLY NAILING SCHEDULE DISTUBUTED LIVE LOADS NUMBER OF BEAM and DESCRIPTION OF BUILDING ELEMENTS NAIL SPACING (IN POUNDS PER SQUARE FOOT) COMMON NAILS `` - fir—STRAP WIND UPLIFT DE516N USE LIVE LOAD ROOF FRAMING • ° D WOOD FRAME CONSTRUCTION MANUAL EXTERIOR BALCONIES 60 •' ° END IN65 2001 EDITION) RAFTER TO TOP PLATE (TOE NAILED) DISTANCE FOR ONE E TWD FAMILY DWELL ( W DECKS 40 3-Sd PER RAFTER W CEILING JOIST TO TOP PLATE (TOE-NAILED) 3-8d PER JOIST ~ -5EGTION 3.2.2.3 (WALL A55EMBLY TO FOUNDATION PA55ENOER VEHICLE GARA6E5 50 ° -TABLE 3.26 d 3.38 ° ° o ~ -SECTION 3.2.3.1 FNOLDDOWNS ATTICS WITHOUT STORAGE Ip GEILIN6 J015T TO PARALLEL RAFTER(PAGE-NAILED) 6-I6d EACH LAP -TABLE 5.15A-5,5.16 ATTICS WITH STORAGE 20 GEILIN6 JOIST LAPS OVER PARTITION (PAGE-NAILED) 6-I6d EACH LAP SIMIMSON L55U28 -SECTION 3.2.5.4 HEADER AND/OR 61RDER TO 5TUD COLLAR TIE TO RAFTER(FACE-NAILED) RA1=TER TO RIDCaE BEAM `> -TABLE 3.5 ROOMS OTHER THAN SLEEPING ROOMS 40 - 2-10d PER TIE } -SECTION 3.2.2.1 ROOF A55EM5LY TO WALL A55EM5LY z BLOCKING TO RAFTER (TOE NAILED) 2 Sd EACH END RIDGE RAFTER CONNECTOR EVERY "SIMPSON" HUS BEAM HANGER }- SLEEPING ROOMS 30 0 RAFTER AT RIDGE BEAMS- USE (10) 10d -TABLE 3.3 RIM BOARD TO RAFTER(END-NAILED) 2-16d EACH END AT FACE AND 5 - 10d X 11/2 NAILS INTO "SIMPSON" NUC RIDGE BRD. TENSION STRAPPING -5EGTION 3.2.5.1 RIDGE 5TRAP5 5TAIR5 40 EACH RAFTER AND RIDGE. - RAFTERS 18" X 11/411 WIDE 20 GA. STRAPPING,CENTER OVER lu -TABLE 3.4(SUBNOTE 3) z GUARDRAIL5 AND HANDRAILS 200Q WALL FRAMING MUST BE BACK TO BACK - ALTERNATE TOP OF RIDGE, SECURE W/(14) 10d NAILS TOTAL - W WRAP 16 GA. STRAP 48" LONG ROOF RAFTER USE SIMPSON LTSA20 OR EQUIVALENT - PROVIDE AT W TOP PL Q ATE TO TOP PLATE (FACE-NAILED) 2-Ibd I PER FOOT CENTERED OVER RIDGE RAFTER TO EVERY W TABLE R301.2(1) RAFTER FA AT C1ATH. AREAS RAFTERS MUST BE BACK Q CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA W TOP PLATE5 AT INTER5EGTION5 (FADE-NAILED) 4-I6d JOINTS - EACH SIDE 'H1' CLIP O BACK - O N STUD TO STUD (FACE-NAILED) 2-I6d 24" O.G. GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD Ibd Ib'o.c.ALONG EDGES "SIMPSON" L5TAI2 STRAP DESIGN UNDERLAY-ME z HEA HEADER TO DER (PAGE-NAILED) 0 J SNOW DESIGN FROST LINE HAZARDS _ —' HDR. INSTALL AT ALL WINDOW _ LOAD SPEED(MPH) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED —1 TOP PLATE OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d PER 2" x 4" STUD ~ 20 sf 120 B SEVERE 3 FEET MODERATE 5 T TO II REQUIRED - J HEADERS 5- JACK 5TUD6. z p TO HEAVY MODERATE W 3-I6d PER 2" x 6" 5TUD 0 [U- LU � PROVIDE 5-10d NAILS Q TABLE 8402.2 Q 4-I6d PER 2" x 6" STUD WINDOW INTO NEATER < 5-10d OPENING NAILS INTO STUD o p (S) MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE BOTTOM PLATE TO FLOOR JOIST, BANDJOI5T,ENDJOI5T OR BLOCKING 2-I6d 1,2 PER FOOT °lu MINIMUM SPECIFIED COMPRESSIVE STRENGTH (F'cp (FAGS-NAILED) x G516 STRAP (TYPIGAL) ° O TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL b < FLOOR FRAMING SEE DETAIL °° (� NEGLIGIBLE MODERATE SEVERE LU f— 1L 0 J015T TO SILL, TOP PLATE OR GIRDER(TOE-NAILED) 4-8d PER J015T 0IJ z BASEMENT WALLS FOUNDATIONS AND OTHER CONCRETE NOT ° O W � 2,500 2,500 2,500 ` F- BRIDGING TO JOIST (TOE-NAILED) 2-Sd EACH END ° ° LU EXP05ED TO THE WEATHER o O o � BLOCKING TO J015T(TOE-NAILED) 2-8d EACH END q U Ir- BASEMENT SLABS AND INTERIOR SLABS ON GRADE,EXCEPT 2,500 2,500 2,500 ` W 13LOGKINO TO SILL OR TOP PLATE (TOE-NAILED) 3-I6d EACH BLOCK 0LjL GARAGE FLOOR 5LA85 z - HDR. LEDGER STRIP TO BEAM (FACE-NAILED) 3-I6d EACH J015T �4 -A BASEMENT WALLS,(FOUNDATION WALLS,EXTERIOR WALLS AND d d WALL STUDS --� OTHER VERTICAL GONGRETE WORK EXPOSED TO WEATHER 2500 3p00 3p00 J015T ON LEDGER TO BEAM (TOE-NAILED) 3-8>d PER JOIST ~ B5 AND STEPS EXPOSED TO THE d 3 ppp � 3 00 ° O BAND JOIST TO JOIST(END-NAILED) 3-16dLU PORCHES,CARPORT 5LA1 PER J015T z d) d WEATHER AND GARAGE FLOOR 5LA65 2,500 S -A BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-I6d PER FOOT DOOR G520 STRAP "SIMPSON" MIU JOIST HANGEz R _ OPENING (TYPIGAL) U z A.AT 28 DAYS P51. z ROOF SHEATHING SEE DETAIL B.5EE TABLE R3012(l)FOR YEATHERIN6 POTENTIAL. - G.CONCRETE IN THESE LOGATION5 THAT MAY BUBE SIEGT TO FREEZIN6 AND THAWING DURING GONSTRUGTIOH SHALL BE AIR-ENTRAINED CONCRETE IN STRUCTURAL PANELS 9>d (911 EDGE / 12" FIELD ACCORDANCE WITH FOOTNOTE D. O OL D.CONCRETE SHALL BE AIR ENTRAINED TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE)SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN z DIAGONAL BOARD SHEATHING P.T. SILL PLATES y l PERCENT. O E.SEE SECTION R402.2 FOR MINIMUM GEMENT CONTENT. 1"x6' Or 1"XS" 2-Sd PER SUPPORT lil LU TYi�I GAL HALL STR,�i�P I NG ELEVATION ON S2 � W 1"AO" or WIDER 3-ed PER SUPPORT STRAP ALL GABLE END STUDS SIMILAR W CEILING SHEATHING Z GYPSUM WALLBOARD 5d GOOLER5 1" EDGE / 10" FIELDFOUNDATION STRAP DTL. WALL SHEATHING ° 12"MIN. INSTALL AT EA. STUD ENDWALL 0 STRUCTURAL PANELS Sd b" EDGE / 12" FIELD LENGTH�T . z W LENGTH JOISTS FIBERBOARD PANELS O d 11/4' X 20 6A. HOT DIPPED z W 6ALVANIZED OR MANUF. FROM 6185 Q -4 611 bd 3" EDGE /6" FIELD D OR Z450 6ALV. 5TL. ASTM A653 = A;7-- AT 1L x/32' Sd 3" EDGE /6" FIELD CV � GRADE 33 M. STRAP LAPPED BLOCKING Q GYPSUM WALLBOARD 5d COOLERS 1" EDGE / 10" FIELD UNDER PLATE. PROVIDE 3 SQUARE Fes+ Q CLEAR WASHERS AT ALL NEW ANCHOR U BLOCD CKING 4' O.G. MAX. SPAN BOLTS. MAX. W-12" AWAY FROM END HARDBOARD Sd b EDGE / 12 FIELD cN �i OF EACH PLATE SECTION �-I PARTICLEBOARD PANELS Sd 6" EDGE / 12" FIELD SIMP50N EQUIVALENT G520 SEOTION A-A DIAGONAL BOARD SHEATHING H ��J 4 Ln 2-8d PER SUPPORT z z N I xb or I x8 5/8" DIA ANCHOR BOLTS NI ND FLOOR 5RAG I NG EN12N4LL z iNIO" or WIDER 3-Sd PER SUPPORT 12"MIN. a 30" OL.(MAX 12° FROM �+ U W '�' M W LI=NGTH CORNERS) FLOOR SHEATHINGMIN.7 IMBEDMENT INTO Provide minimum I" �i N end distance FOUNDATION WALL C/� �i STRUCTURAL PANELS as b° EDGE / 12" FIELD Equal number of specified nails SILL TIE PONN AT CELLAR SILL TIE DONN AT S.O.0. � GREATER THAN I IOd 6EDGE 6FIELD IJ W � " / " I OR LE55 each end O W � "SIMPSON" C616 STRAP DIAGONAL BOARD SHEATHING Q I"xb" or 1"x8" 2-Sd PER SUPPORT EACH STUD \ � P INTO" or WIDER 3-Sd PER SUPPORT I ° ' I. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b INCHES ON-CENTER AT THE PANEL EDGE. IF WALL (1) a SHEATHING 15 NAILED 3 INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES,NAILING ° n ' 1 2'Mil NIMUM ° REQUIREMENT5 FOR 5TRUGTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS,SUCH A5 SHEAR PLATES, n SIDECOVER SHALL BE USED TO MAINTAIN THE LOAD PATH. ri°O ro�Q U�;o. 00po. 2. WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED HUNGER OF NAILS SHALL BE PERMITTED o c 000 TO BE REDUCED TO 1-I6d NAIL PER FOOT. u SIMPSONiABE44 POST ANCHOR a o �G 0 0 0 oC3 CS ° , ,L NAILiNG REOUiREM Nts =0R R00= SHINGLES m ° °� • FASTENERS: FASTENERS SHALL BE ALUMINUM, 12 GAGE SHANK WITH A MINIMUM 3/8" DIAMETER HEAD, ASTM F 1661, LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS ANDA ib•O.C. LTB20 0/ 01 ----��11 "SIMPSON" LU JOIST HANGER �� ♦c � MINIMUM OF 3/4" INTO OR THROUGH THE ROOF SHEATHING. 1 NOTE: Simpson Strong-tie H4 ATTACHMENT: ASPHALT SHINGLES SHALL BE SECURED TO THE ROOF WITH NOT I FOR I-JO15TS USE TB EACH FLOOR JOIST AT "SIMPSON" NI TIE DOWN � "SIMPSON" CCQ46 POST - BEAM ANCHOR LE55 THAN 51X FASTENERS PER SHINGLE. TENSION BRIDGING DETAIL NEW GANT5 "SIMPSON" AC POST BEAM CONN. 0 USE A MINIMUM OF (K 5 " ® � TWO ed NAILS THIS 4-P m PROVIDE /a cD d SIDE OF RAFTER THREADED ROOD BEARING ® ® ° PLATE ``� , J 1.1 } U USE (14) 51MPSON c® C TOTAL FOUR o ° o z LU W `o 1 ad NAILS 5D5 1/4 X 3 WOOD ® ° INTO RAFTS I Z3 u j SCREWS AT EAGH O HOLD DOWN SHEAF WALL m ^ '� Q M O Q I GORNER STUD - DOUBLE 2x MIN. HP CONNECTED TO FOR NEATER OR BEAM � W J j j PROVIDE %5" 4) _ TRANSFER SHEAR •• THREADED ROD - IMBED Q —1 WLO W ANCHOR BOLTFASTEN w/ 2-I6d INTO GONG. PIER BELOW MIN. — .� u Z COMMON NAILS ° o I l" WITH ANCHOR COUPLING q 9@ 6" O.G. 0 0 w J 0 0 0 � o �" ROD REQUIRED FOR 5TU Y2 � � O lug °®° ad NAILS °o o ° CNW COUPLER NUT (n J 0 0 INTO ° ° MIN.EDGE DISTANCE W PLATES 00 PER MANUIF. O O N Q o ° EIGHT Simpson Strong-Tie �- - GLTV Simpson Strong-Tie Sd NAILS e° - U .q HDU5 HOLDDOWN PLAN PROVIDE 4-Sd FASTENERS TO RAFTER PROVIDE 8-Sd FASTENERS TO STUD INTO (Installation with Triple LVL) Hl Q PROVIDE 4-Sd FASTENERS TO PLATES PROVIDE 8-8d FASTENERS TO PLATES STUD (INSTALL IN PAIRS AT EA JOIST) MIN.ENT T512 AS PER MNUF.ANURNGE W "SIMPSON" HDU5 SHEARWALL HOLDDOWN "SIMPSON" HDUS SHEARWALL HOLDDOWN SIMPSON H25 HURRICANE TIE SIMPSON H6 HURRICANE TIE 115IMP50NII HlZ HURRICANE TIE AT GORNER5 OF NEW BUILDING WALLS AT GORNER5 OF NEW BUILDING WALLS EACH RAFTER EACH STUD EACH STUD/RAFTER HOLLOW COLUMN DETAIL INBETWEEN FLOORS AT FOUNDATION DUXs� 7F GENERAL NOTES DRAWING INDEX DIVISION 1-GENERAL REQUIREMENTS D.Bolts in Wood Framing: DIVISION 8-DOORS AND WINDOWS 1.All work and these plans shall comply with the following: 1.All bolts in wood framing shall be standard machine bolts with standard malleable iron washers or steel plate 1.Windows in buildings located in wind-borne debris regions f 120 mph wind zone or with-in one mike of the a.These general notes unless otherwise noted on plans or specitlications. washers. ocean,bay and sound) shall have glazed openings protected from wind-borne debris or the building shall be b.The 2010 New York State Residential Building Code -current edition effective Jan.2011 2.Steel plate washer sizes shall be as follows: designed as a partially enclosed building in accordance with the Building Code of New York State.Glazed T-1 NOTES c.All applicable local and state codes,ordinances and regulations, a.1/2"and 5/8"Diam.bolts-2-1/4"sq.x 5116" opening protection for wind-bome debris shall meet the requirements of the Large Missile Test ofASTM E'1996 d.In areas where the drawings do not address methodically,the contractor shall be bound to perform in strict b.3/4"Dia.bolts-2-5/8"sq.x 5/16". and of ASTM E 1886 compliance with manufacturer's specifications and/or recommendations. 3.Each bolt hole In wood shall be drilled 1/16"larger than diameter of bolt. Exception: 2.On-site verification of all dimensions and conditions shall be the responsibility of the general contractor and 4.For sill anchors,see typical details on architectural drawings. Wood structural panels with a minimum thickness of 7/16 inch(11.1 mm)and a maximum span of 8 feet(2438 } his subcontractors E.Lag Bolts: mm)shall be permitted for opening protection In one-and two-story buildings.Panels shall be precut to cower 3.Noted dimensions take precedence over scale. Never scale diirectly from drawings. Contractor should 1.Shall be of structural grade steel. the glazed openings with attachment hardware provided.Attachments shall be provided in accordance witth consult Architect in case of question. 2.Washers shall be placed under the head of lag bolts bearing on wood. Length of lag bolts shall be minimum 213 Table R302.2.1.2 or shall be designed to resist the components and cladding loads determined in accordance 4.The general notes and typical details apply throughout the job sunless otherwise noted or shown. depth of members being bolted together. with the provisions of the Building Code of New York State. PL-1 PLOT PLAN 5.Discrepancies: The contractor shall compare and coordinate aill drawings;when In the opinion of the F.Altering Structural Members: contractor,a discrepancy exists he shall promptly notify the Archiltect,in writing,before proceeding with the 1.No structural member shall be omitted,notched,cut,blocked out or relocated without prior approval by the work or he shall be responsible for the same and any indirect restults of his action. Architect. Do not alter sizes of members noted without approval of Architect. 2.All windows shall have insulating glass,or single glass with storm windows equal.Sizes indicatedplans 6.Omissions: Architectural drawings and specifications shall be iconsldered as part of the conditions for the G.Built-up Beams: are nominal only.Builder to consult with window manufacturer to determine exact sizes,rough opening,,etc.At work. In the event that certain features of the construction are noit fully shown on the drawings,current 1.Built-up beams or joists formed by a multiple of 2 x members shall be interconnected as follows: least one window from each bedroom area shall have a net clear opening area of 5.7 Sq.Ft.(grade floor 5.0 national,state and local codes,ordinances,regulations or agreements as well as current acceptable building a.Members 9-1/4"and less in depth: glue and Intemail w/2 rows 16D nails at 12"o.c.staggered. Sq.Ft.)with a net clear height of 24",a net clear opening width of 20",and a sill height of 44"or less above the practices shall govern,and their construction shall be of the same character as for similar conditions that are b.Members greater than 9-114"in depth or multiple 3 x members through bolt with 1/2"diameter machine bolts at floor for egress purposes. Glazing In doors and fixed glazed panels immediately adjacent to doors or within 18" A-1 FIRST FLOOR PLAN SECTIONS DETAILS shown or noted. 24"o.c.staggered. of the floor,which may be subject to frequent and recurrent accidental human impact shall be tempered as per IBC,BOCA and CABG and state and local codes and ordinances. 7.The Architect will not be responsible for and will not have control over construction means,methods, H.Cutting of Beams,Joist and Rafters: techniques,sequences or procedures,or for safety precautions and programs in connection with the work,and 1.Cutting of wood beams,joists and rafters shall be limited to cuts and bored holes not deeper than 1/6 the depth of DIVISION 9-FINISHES will not be responsible for the failure of the Client or his contractors,subcontractors,or anyone performing the member and shall not be located in the middle of 113 of the span. Notch depth of the ends at the member shall not A-2 SECOND FLOOR PLAN SECTIONS DETAILS any of the work,to cavy out the work in accordance with the approved contract documents. exceed 1/4 the depth of the member. Holes bored or out into joist shall not be closer than 2 inches to the tip or bottom 8.Any and all drawings and specifications for sitework,plumbing supply or waste,electrical circuitry,and P � 1.All gypsum wallboard shall be Installed In accordance with the provisions of the BOCA,CABO and state and local heating,ventilating,fabricated trusses,and air conditioning systems ms are not a part of the professional services of the joists and the diameter of the hole shall not exceed 1/3 the depth of the joist. The tension side of beams,joists codes and ordinances(as applicable). Q and rafters of 4 Inches or greater nominal thickness shall not be notched,except at ends of members. 2.Gypsum wallboard shall not be installed until weather protection for the installation is provided. Storage should be in provided to the Client by the Architect unless included under their agreement. Any discrepancies with these 1.Pipes In Stud bearing Nails or Shear Nails: accordance with manufacturer's instructions. A-3 ELEVATIONS documents by any of the above listed services as shown in documents prepared by others should be indicated writing to the Architect immediately. 1.Notches or bored holes to studs of bearing walls or partitions shall not be more than 1/3 the depth of the stud. 3.All edges and ends of gypsum wallboard shall occur on the framing members except those edges which are <1<1 141,<`l a a In o sets of shop J. In If part of service,prior to application for building permits,the Contractor will furnish the Architect with twBridging and Blocking: perpendicular to the framing members. All edges of gypsum wallboard shall be in moderate contact except in concealed � 9. 1.There shall o not less than ere line of bridging in every eight feet of span in floor,attic and roof framing. The spaces where fire resistive construction is not required. drawings of all prefabricated components,one set to be retained by Architect,the other set to be returned to A-4 FOUNDATION PLAN SECTIONS DETAILS contractor after review. Items requiring shop drawings include brut are not limited to roof trusses,floor bridging shall consist of not less than one by three inch lumber double nailed at each end or of equivalent metal 4.The sizes and spacing of fasteners shall comply with BOCA,CABG and state and local codes and ordinances(as bracing of equal rigidity. Midspan bridging is not required for attic or roof framing where joist depth does not applicable). trusses,stairs,cabinets,vanities,etc. Should the design or confgurations of any prefabricated component be exceed twelve inches nominal. Block solid at all bearing supports where adequate lateral support is not otherwise 5.Provide moisture resistant drywall cement board at tubs and showers as shown on details in architectural drawings. modified during construction from previously approved shop drawvrngs,the Architect shall be furnished,prior provided. Block all stud walls at maximum intervals of eight feet with minimum of 2 x solid material with tight joints. 6.Fire-resistive construction: Garage ceilings and walls when adjacent to a dwelling unit shall be of rated construction to fabrication,with revised shop drawings incorporating the revision. If the Architect is not provided with the Provide 2 x firestops at mid-point vertically of stud wall. Bridging as required by floor truss manufacturers printed according to the approved design specified on the drawings when units are designed under BOCA standards as Indicated on the drawings Z above information,the client shall defend,Indemnify,and hold harmless the Architect from any claim or suite instructions. whatsoever,including but not limited to,all payments,expenses or costs included,arising or alleged to have arisen from prefabricated items. DIVISION 15-MECHANICAL EX-1 EXISTING FLOOR PLANS 4 10.The conditions and assumptions stated in these specifications shall be verified by the contractor for K.Header Schedule: U conformance to local codes and conditions. In the event of a discrepancy between these specifications and 1.Unless otherwise shown,provide with 4"minimum bearing-See architectural drawings for header schedule 1.Heating Ventilation and Air Conditioning: EE 1.All work shall be in full accordance with all current codes and regulations of the governing agencies. � EE local codes or conditions,the contractor shall notify the Architect in writing of the discrepancy and special Q engineering requirements shall be applied to insure the building's structural integrity. 2.Mechanical subcontractor to submit shop drawings Indicating duct layouts,condenser location,duct sizes,etc.to pC en These requirements may ll superseded by more stringent information contained within Architect prior to installation. Mechanical subcontractor to review structural sop drawings and notify the Architect of any --� the drawings. The more stringent shall be followed. mechanical and structural and design intent conflicts prior to construction. 4 12.Soil conditions shall conform to or exceed the following conditions: 3.All work shall be done in a neat and workmanlike manner and so as to not needlessly hamper that portion of the work D-1 STANDARD DETAILS Z N � Bearing Capacity:Min.2000 psf.field verified under all footings and reinforced slabs. L.Plywood: performed others. }� Water Table: Min.2'-0"below bottom of all concrete slabs and footings. Footings,foundations,walls,and 1.All plywood shall be Doug fir or equal. CDX at exterior.It shall be manufactured and graded in accordance with B.Plumbingg:: slabs shall not be placed on or In Marine Clay,Peat and other orrganic materials. 1.All work shall be in full accordance with all current codes and regulations of governing agencies. 13.Live Loads: Roof: 20psf. Floor.rine C(except sleeping r oirgarns: is mat. Exterior Balconies:60psf. Stair Landings: U.S.Product Standard PS 1-83 for Construction and Industrial Plywood 2.All work shall be done in a neat and workmanlike manner and so as to not needlessly hamper that portion of the work U L11 to 40psf. Wind Load:20psf. Garage:50psf. Maximum foundation lateral pressure: 40psf. Dead Loads:10psf. 2.Each plywood sheet shall bear the"APA"trademark. performed by others. -4 - 3.All end joints shall be staggered and shall butt along the center lines of framing members. 3.Plumbing subcontractor to review structural and mechanical drawings and notify the Architect of any plumbing, Decks: 40psf.Attics without storage 10psf.Attics with storage 20psf.Guardrails&Handrails 200psf. 4.The face grain of the plywood shall be laid at right angles to the joists and trusses and parallel to the studs. extend below frost line of the locality and minimum 3'-0"below existing grade to Into framingHVAC,structural and design intent conflicts prior to construction. 14.Bottom of footings shall a tY S.Nails shall be placed 3/8"minimum from the edge of the sheets. The minimum nail penetrationI o undisturbed soil or soil compacted to 95 %dry density having a load carrying capacity as specified in Note 12, members shall be 11/2'for 8d nails and 1 3/8"for 10d nails. DIVISION 16-ELECTRICAL as verified by a soils engineer licensed in the locality where project is being built. " N 6.All floors shall be nailed as per nailing schedule. 1.All work shall be In full accordance with all current codes and shall comply with the requirements of the 15.All foundation wall backfill under slabs where distance from edge of wall to edge of undisturbed soil p y q exceeds 16",but less than 4'-0",shall consist of clean,porous,soil compacted in 6"layers to 95 %dry density M.Comer Bracing: serving power companies and be UL approved. 1W or provide#4 rebar at 2'-0"o.c.,1'-0"beyond edge of undisturbed soil and V-0"into foundation wall. 1.Unless otherwise noted,brace exterior comers of building with 1 x 4 diagonals,let into studs,or with 4 x 8 2.All work shall be done in a neat and workmanlike manner and so as to not needlessly hamper that portion of t- 1W 16.Free draining granular backfill(SM or better)shall be used against foundation walls consistent with the plywood sheet of thickness to match that of sheathing,or with metal strap devices installed in accordance with the work performed by others. architectural plans and related details. Equivalent fluid pressure of backfill not to exceed 40pcf(pounds per manufacturers instructions(16 Ga.compression tension),or w/structural grade thermo-ply. 3.Installation: cubic foot). If backfill pressures exceed 40pcf,then walls must be designed for actual pressures by a 2.Lap plates at all comers. a.All equipment Installed outdoor and exposed to weather shall be weatherproof. registered Professional Engineer licensed in the locality where project is being built N.Nailing: b.Bottom of receptacles and switches shall be located 5"above counter top unless otherwise noted on 17.Unbalanced fill not to exceed 7'-0"unless otherwise noted and substantiated by engineering calculations. 1.All nailing shall comply with nailing schedules in WFCM,IBC,BOCA and CABO(as applicable),latest edition and drawings. Backfill shall not be placed against walls until slabs-on-grade and framed floors are in place and have reached all state and local building codes,or maufacturer's recommendations. c.Receptacles shall be installed vertically at 12"above finish floor and 12'-0"o.c.horizontally. All receptacles Cq their design strength. Proper precautions shall be taken to brace foundation walls when backfilling. Where R502.12 Draftstopping required. When there is usable space both above and below the concealed space of a within V-0"horizontally of a sink lavatory or tub shall be wired to a ground fault interrupted circuit. r- backfill Is required on both sides,backfill both sides simultaneously. floor/ceiling assembly,draftstops shall be Installed so that the area of the concealed space does not exceed d.Wall switches to be 48"above floor. e.All smoke detectors to be wired In a manner such that the activation of one by means of metal hangers.will r--i DIVISION 3-CONCRETE 1,000 square feet(92.9 m2).Lr-c�stopping shall divide the concealed space Into approximately equal areas. activate all. ' A.General: Where the assembly is enclose.,by a floor membrane above and a ceiling membrane below draftstopping 1.The concrete properties shall be as follows: shall be provided in floor/ceiling assemblies under the following circumstances: Item Min.Comp.Strength Min.Aggregate size Slump G.C.To check and verify all conditions at the Construction site before beginning any physical work.He shall U @ 28 Days(PSI) 1.Ceiling is suspended under the floor framing. O tings 3,000 1/2"-1" 4"t1^ familiarize himself with the intent of these Plans,specifications and all other information Including goveiming Foo SlabingsGrade 2,500 4"t1/2" 2.Floor framing is constructs i of truss-type open-web or perforated members. codes,laws,ordinances,zoning And regulations. �M Walls 3,000 1/2"-1" 4"t1/2" \ O 0.Fire Stopping: " o Headers and trimmers to be doubled where required at Skylights,stairs,openings,etc. Double all floor joists Garage Slabs& exterior slabs 3,500 112-1" 4"t1"w/5 /0 1.Fire stopping shall be provid„d to cut off all concealed draft openings(both vertical and horizontal)with 2" q .a- air entrainment nominal lumber or 2 thicknesses of 1"nominal lumber with broken lap joints or other approved material. Under partitions parallel to same and over V-0"long 2.Concrete work shall conform to all requirements of ACI-318 specifications for structural concrete for buildings. Contractor shall exercise good judgement in order to Minimize damage to any existing areas and condiitons. 3.All reinforcement,anchor bolts,pipe sleeves and other inserts shall be positively secured in place and R602.8 Fireblocking required.Fireblocking shall be provided to cut off all concealed draft openings(both Existing Work damaged as a result of new construction shall be Restored to their original condition,at mo located according to the appropriate architectural drawings and details vertical and horizontal)and to form an effective fire barrier between stories,and between a top story and the additional Cost to the owner. v W r B.Reinforcing Steel: roof space.Fireblocking shall be provided in wood-frame construction in the following locations. ►1--��I Architect has not been retained for on site inspection Or observation of construction. 1.Reinforcing steel shall be intermediate grade new billet deformed bars grade 60 conforming to ASTM& 1.In concealed spaces of stud walls and partitions,including furred spaces and parallel rows of studs or 615. Welded wire fabric shall conform to ASTM A-185. See architectural drawings for sizes and locations. staggered studs;as follows: 2.Detailing,fabricating and placing of reinforcement shall be in accordance with ACI-315 Manua!of 1.1.Vertically at the ceiling and floor levels. Drawings and specifications as instruments of service are the property of the architect whether N 1.2.Horizontally at intervals not exceeding 10 feet(3048 mm). The project for which they are made is executed or not. They Are not to be used on any other projects iorsites NOTED 2.At all interconnections between concealed vertical and horizontal spaces such as occur at soffits,drop or Extensions and expansions to this project except by written Agreement along with appropriate f'i ®� `� Standard Practice for Detailing Reinforced Concrete Structures H ,,��// 3.All reinforcing bars which intercept perpendicular elements slhall terminate in hooks,placed two(2)inches ceilings and cove ceilings. compensation to this architect. W 3.In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces under stairs DATE: - ` B.P.# � �� `� W dear from outer face of element. shall comply with Section R31'1.2.2. Where joist hangers or steel frame carriers are used and Where"simpson strong tie"connectors or gusasets Are 4.The contractor shall notify the building official at least forty-eiight(48)hours prior to each concrete pour. 4.At openings around vents,pipes,ducts,cables and wires at ceiling and floor level,with an approved material called for on these Drawings,only fasteners recommended by the manufacturer Are to be used. FEE, -s w No concrete shall be poured into footings containing standing water or mud. Footings shall be dewatered to resist the free passage of flame and products of combustion. B f` until all reinforcing has been Installed b the 5.For the fireblockin of chimneys and fireplaces,see Section R1003.19. 765-1-✓ BUILDING DEPARTMENT AT prior to placement of concrete. No concrete shall be placed g Y 9 Y P These drawings are not to be used for any other site location Other than that intended by the party namied on contractor and inspected by the building official or county approved licensed Inspector. 6.Fireblocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. these drawings For one plot location,without review and written permission From the architect. FO O'0A 8 AN TO 4 PP�Z FOR THE 5.Minimum protective cover for reinforcing steel shall be as folllows: ��ANG INSPECTIONS: a.Footings: 3" R602.8.1 Materials.Except as provided in Section R602.8,Item 4,fireblocking shall consist of 2-inch(51 mm) ( �J� b.Beams and columns: 2" nominal lumber,or two thicknesses of 1-Inch(25.4 mm)nominal lumber with broken lap joints,or one thickness The contractor shall give all notices and comply With all laws,ordinances,regulations and orders Of ani/public !. FOUNDATION - TWO REQUIRED of 23/32-inch(19.8 mm)wood structural panels with joints backed by 23/32-inch(19.8 mm)wood structural FOR POURED CONCRETE c.Slab: 3/4"(Wre mesh to be placed at mid-depth of slab) panels or one thickness of 3/4-inch(19.1 mm)particleboard with joints backed by 3/4-inch(19.1 mm) authority bearing on the performance Of the work indicated on the drawings. d.Walls-1 1/4"at interior face: 3"at exterior face. particleboard,1/2-inch(12.7 mm)gypsum board,or 1/4-inch(6.4 mm)cement-based millboard.Batts or ?. ROUGH - FRAMING & PLUMBING C.Foundation: blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely G.C.To provide all finish moldings around doors,windows &at floor/wall intersections 1.Footingdepths are shown on the architectural drawings. Footings shall bear a minimum of 1"-0"into retained in lace shall be permitted as an acceptable fire block.Batts or blankets of mineral or lass fiber or �. FII!NS!lLATION p p p p 9 G.C.Shall provide one prime coat of paint&two finish coats.(interior) •�. Flfe!r1L - CONSTRUCTION MUST original undisturbed soil and a minimum of 3'-0"below finished grade. Where required,step footings to ratio other approved nonrigid materials shall be permitted for compliance with the 10 foot horizontal fireblocking innu 0 of 2 horizontal to 1 vertical. walls constructed using parallel rows of studs or staggered studs.Loose-fill insulation material shall not be used G.C.Shall provide all temporary support and or bracing which may be Required during demolition and construction 4 BE COMPLETE FOR C.O. 0 G C U PAN V� ,:...,. 2.Where conditions develop requiring changes in excavations„such changes shall be made as directed by the as a fire block unless specifically tested in the form and manner intended for use to demonstrate its ability to At_L CONSTRUCTION SHALL MEET THE Architect. p g remain in place and to retard the spread of fire and hot gases. Provide structural metal connectors by"simpson"At all butt connections of structural members. (galvanized at 3.All footingexcavations shall be Inspected by the building offiicial or county approved Inspector prior to the exterior). F;�.QUIREMENTS OF THE CODES OF NEW W YORK STATE. NOT RESPONSIBLE FOR USE IS UNLAW � � r.�,,��,�� L file backer W plating of any concrete. Same shall be given forty-eight(48)hours notice for this observation. P.Alignment: All gyp.brd.To be taped&spackled min.3 coats Use water resistant gyp.Brd.Or cement brd.As c r ' 'P WITH 0 UT CE RTI FI AT 4.Soil investigation and report: All earth work,compaction and supervisions shall be done according to the JE, U;d OR COPI�TRUCTION ERRORS. o O 1.All rafters and joists framing from opposite sides shall lap at least six(3)inches and be nailed together with U.O.N.All auxiliary rafter ties shall be 2"x 4"'s at 16"O.C.Tied back a min.3 clg.Beams when such beams i recommendations of the soil investigation report prepared by a licensed geotechnical engineer. Concrete slab min.(3)10d face nails. and rafters are perpendicular to each other OF 0V V(�(�U1 p AN Al and footing calculations are based on a 4,000 psf value. If on-site test boring indicate lesser values,notify 2.When framing end to end joists shall be secured together by metal straps. s Architect,in writing,so that necessary structural modifications can be made. .Partitions: Provide a storm drainage system for all roofs and paved areas. / , P 5.Slab-on-grade shall be 4"thick reinforced with 6 x 6 W1.4 x'W1.4 WWF and shall be placed on 6 mil. Q -9 1.General: COhr'PLY Vt11TH ALL CODES OF vapor barrier on 4"crushed stone.U.O.N. a.Provide solid blocking at 4'-0"o.c.between the joist and first interior parallel joist. TO THE BEST OF MY KNOWLEDGE AND BELIEF THESE PLANS AND SPECIFICATIONS COMPLY WITH 6.Slab-on-grade at porches shall be 4"thick unless otherwise noted. THE NYS ENERGY CONSERVATION AND CONSTRUCTION CODE NEW YORK STATE & TOWN CODES P LUJ MB I NG � i 7.Install anchor/straps as per mfg.recommendations: 12"from comers and intervals of not more that 2'-6". b.Splices of the top and bottom portion of double top plates must be staggered a minimum of 4'-0". Minimum embedment for anchors shall be as specified by manufacturer. c.Splices shall occur only directly over studs. AS REQUIRED A�'f3£-6N8JOI�IS OF ALL.PLUMBING WAST r, 8.Beam pockets shall be formed Into concrete walls to provide;a continuous level flat solid bearing surface d.Structural variations are allowed 9 substantiated by engineering calculations. Stamped by professional engineer for all beams. licensed to practice in the jurisdiction where construction is taking place. One set of calculations to be provided to &NG ER LINES OV LU SOU�I�OL-O�NN-�-SATEST!��G BEFORE COVE 3ii�iG � (1 W Architect for approval prior to construction. DIVISION 4-STRUCTURAL STEEL 1.All steel to be A-36 fabricated and erected per ASCI standards e.Lap top plates at comerb and intersections. OUTHOLDIQ I G BOARDLU 2.Bearing Walls supporting one floor or more: SO IST& D�QY'iTRUSMS Z U LU u DIVISION 6-WOOD a.Partitions must be constructed of minimum 2 x 4 studs spaced 16"o.c.of type lumber specified. } W A.Lumber Grade: b.If a double top plate of less than 2-2 x 6's or 3-2 x 4's is used,floor joists shall be -_. . ...-. IJ. � E1: 0 L Q 1.All lumber shall be,unless otherwise noted,No.1 grade. Douglas Fir-Larch with the following minimum structural values. centered directly over and below bearing wall studs with a tolerance of no more than 1"unless substantiated by Grading shall comply with PS 20-70^ engineering calculations. RETAIN STORM WATER RUNOFF Q (7 Q Association standards. American Softwood Lumber StandaTdund applicable Western Wood Products c.Bearing stud walls must be sheathed with a minimum 1/2"gypsum board fastened according to drywall PURSUANT TO CHAPTER 236 a.Extreme fiber bending stress: metal. Size Repetitive Member DIVISION 7-THERMAL AND MOISTURE PROTECTION OF THE TOWN CODE. Ul tu 2 x 12 1005 PSI 2 x 8 1210 PSI PLUMBER CERTIFICATION IA Z 2 x 10 1105 PSI 2 x 6 1310 PSI A.Roofing: b.Horizontal Shear.Fv =75 PSh.Modulus of elasticity: E=1,600,000 PSI f.Moisture content: 19/o maximum. 1.Fiberglass Shingles:THIRTY(30)year self sealing shingles over 1 layer of 30#asphalt saturated felt undedayment l`j LEAD CONTENT E�EFORE d.Compression parallel to grain: Fc =875 PSI c.Compression perpendicular to grain: FeL=405 PSI unless otherwise noted. Install according to manufacturers Instructions. U 2.Cedar Shakes: #2 grade red-label cedar shakes(18"1 x.45"T)over one layer 30#as.f.underiayment. Install with 4 ��t�;TiFICATE OF OCCUPANCY n � Z --� 2.Other species may be used provided substituted species shall meet or exceed requirements noted above. Ll 0 1/2"weather exposure. I an 18"wide strip of 30#a.s.f.over each course of shakes,9"from bottom edge of shake �? �F.R USED IN WATER ,t� O 3.Moisture content: All lumber 4"and deeper shall have moisture content not greater than 19 /o,air dried lumber is P° APPY P 9 - Z v desired but not necessary. Lumber may be kiln dried,however drying process must be slow and regulated to cause a extending over top of shake and onto sheathing. minimum amount of checking,comparable with air dried stock. 3.Eave Flashing: See note B-3,below. i _ SYSTEM CANNOT 0 4.All exterior lumber and lumber in contact with masonry or concrete shall be pressure preservative treated in B.Flashing: /G,'_--ED 2/10 OF No LEAD. IBJ (J) IL --1 accordance with AF&PA standards and stamped"Ground Contact 0.40 lbs/cubic foot". 1.All flashing,counter flashing,and coping when of metal shall be of not less than no.26 U.S.gauge corrosion-resistant .Grade stamps shall appear on all lumber. 2.Flash all exterior openings and all building comers with approved material to extend at least 4"behind wall covering. Q 5 5.Store s lumber above grade and protect from exposure to weather. Cover all exposed plywood at building comers with waterproof building paper. O O Z B.Flitch Beams: 3.Step flash at all roof to wall conditions. Flash and caulk wood beams and other projections through exterior walls or Z 1.Flitch beams shall have a minimum fb=15000,E=11.4 with 1/2"bolts located not closer than 2"from the top and A.General bottom edge unless otherwise noted. There shall be a bolt top and bottom 2"from each end(see typical flitch plate roofi su�fi'aces. bolt pattern detail). 4.Eave flashing shall consist of two layers of 15#a.s.f,cemented together in addition to required nailing from the edge of the eave up the roof to overlay a point 24 inches inside the interior wall line of the building. C.Joist Hangers: �-+ W C.Attic Ventilation: 1.All purlins,joists and beams not framed over supporting members shall be supported 1.Enclosed attic truss spaces and enclosed roof rafters shall have cross ventilation for separate space with screened 2.Joist hangers shall be prime quality steel which conforms to ASTM-A525,min.22 gauge. Products acceptable ventilating openings protected against the entrance of moisture and rain in accordance with the WFCM,BCNYS BOCA shall be Simpson,Kant-Sag,or equivalent. and CABG code,latest(as applicable)edition and all state and local codes and ordinances. See details on architectural Preservative Treated Wood plans for locations and details. All wood exposed to exterior and adjoining any concrete shall be preservative treated with"Preserve" alkaline - DllJ'3 copper quaternary(ACQ)based preservative or architect approved equal Tft- gra 250.0q' 5 450 11' 40" E Q µ 1 ® �Iiaa C 1 0 1 ____ ______J � 8112 O a PROPOSED SECOND ' d� E) STORY ADDITION d) _j N 4 z � � EXISTING TWO STOF�Y N M RW INTERIORCE REMfAIN PROP05M MASONRY LANDING AND STEPS V fV 1 -v ALTERATIONS i 6 9 Z 1 � _ � -q w Lu �? PROP05W SECONDm DX W CCD" STORY ADDITION LSI 3: Q J -81/2Lu V PROPOSED PORCH — N CONVERSION PROPOSED GARAGE I Z NEN ADDITION CONVERSION 3 1u U WHO 53.15' O O ON H O ED H ►-� W d- O 1PROP Z N 1 160'-81/4" 1 dam' N z � N � 1 m ►~� � � 250.00' N 430 I I' 40" W ZON I NG DATA I I L DL W L SCTM-1000-126-10-24 P O T P A w '' `�. N L SCALE. 3/32' - I'-O" 0 ZONE:R-40 BASED ON SURVEY DATED'1/24/13 BY 1- LOT AREA:25,005 SQ.FT. BRENNAN JR LAND SURVEYOR LOT COVERAGE=1403/25009=6% Q) 5QUARE FOOTAGE 0 EXISTING FIRST FLOOR=871 SQ.FT. O 111 NEW FIRST STORY ADDITION=221 SQ.FT. LU EXISTING GARAGE CONVERSION TO LIVING SPACE=311 SQ.FT. > LU EXISTING SECOND FLOOR=620 SQ.FT. O Z Lu Q NEW SECOND STORY ADDITIONS:18 t 18=36 SQ.FT. < F- w O �[ NEW WOOD DECK=843 SQ.FT. aM O�/ LU LU ~ IQ W z z � OL 121 o � ~ 4O o cv Z Z +� %'D Q u AV DWCs.* 1'-011 58'-3" 40 Y 29'-1 In" 19'-I ln" 6' 0" ALL LVL(MICROLLAM AND PARALLAM PRE ENGINEERED TEMP SNORE AND BRACE STRUCTURE AS REQUIRED LUMBER TO BE AS MANUFACTURED PER CODE DURING DEMOLITION AND CONSTRUCTION BY TRUSS JOIST - 6 0 MICROLLAM LVL MR LSE 2600 pat Fb N PARALLAM LVL MIN.2DE 2900 pat Fb ALL LEDGERS SHALL SECURED TO ADJACENT 2'X > WOOD FRAMING W/3/6"DIA GALV LAG SCREWS OR - ALL INSTALLATION FOR LVL LUMBER AND PLYWOOD V2'DIA GA.V.EXPANSION BOLTS INTO FOUNDATION 'I'JOISTS t0 BE PER MANUFACTURERS BY SIMPSON OR EQUAL. - ALL SPACING t0 BE 16' RECOMMENDATIONS AND CODE NCLUDING Ojr.STAGGERED TOP AND BOTTOM -MAX.12"FROM CONNECTIONS, BEARING STIFFENERS,BRIDGING, ENDS 1 BLOCKING,FRAMING CONNECTORS,Etc. REMOVE A-1 NEW QK ALL STRUCTURAL DOUBLE MEMBER WOOD HEADERS SHOWN ASDOWAND,IF NOT STING WINDOWS REREPLACED,DOORS FILL IN TO NAVE MIN.4"X 4' WOOD BEARING POST UNDER EXISTING OPENING WITH NEW INSULATED WALL EACH END 22'-111 36'-2" - TRIPLE UDA OF THE 70 NAVE SPECIES OF THE H R CONSTR.TO MATCH EXISTING ADJACENT,OR ALTER ROUGH OPENING AS REQUIRED FOR NEW WINDOW, e ALL STEEL BEAMS TO BEAR ON W DIA STD.STL SUPPLY NEW HEADER AND JACK STUDS AS MOD. PIPE COLUMN EACH END ON FOOTING OR FOUND. WINDER TREADS SHALL HAVE A MNMH TREAD 10'-10 ln" 10'-10 ln" 8'-5 in" 8'-5 ln" 2'-0" 4'-C3 4'-9" WALL.OR 6'MIN.BEARING ON FOUNDATION WALL DEPTH OF 10 INCHES(254 MM)MEASURED AS ABOVE AT LEAST ONE WINDOW IN EACH NEW BEDROOM TO BE AT A POINT 12 INCHES(305 MM)FROM THE SIDE DENOTES LOCATION OF SHEAR SIZED TO ALLOW EMEIRGENCi'EGRESS PER NYS CODE WHERE THE TREADS ARE NARROWER.WINDER WALL HOLD DRAW CONNECTOR 51 SQ.FT.OPENING -50 AT FIRST FLOOR-MIN.HT. TREADS SHALL HAVE A MINIMUM TREAD DEPTH OF 6 p (TYPJ- SEE DWG.D-I 12' 0" DIM 24' -MIN.WIDTH DIM.20', 44'AFP MAX SILL HT. INCI•ES(152 MM)At ANY PONT. -------------------------------- --------- ---------------- ---------------- --- ----- T6�TJBL --GLDGDOR --- ALL DIMENSIONS ARE FACE OF GYP.BRE.TO GYP. SEE DWG.T-1 FOR ADDITIONAL_FRAMING AND - - NEW RUG12068-4 GLDCs DOORS - 2-TW28210 D E HUNG WINDOWS CLOG DOOR -- -- BRE.OR FACE OF SHEATHING OR t0 CENTERLINE OF GENERAL NOTES AND ALL ST'RUGt.LUMBER _ __ DOORS AND WINDOWS UNLESS OTHERWISE SHOWN STRENGTH MNIM" IR -- --- -- ALL GUARDRAILS SHALL BE DESIGNED TO NOT WOOD HEADER SCHEDULE AT WALLS: u NEW 2-2'X 8'LVL W/V2'TH.X 1"H.STEEL FLITCH I I I ■ ■ UNLESS OTHERWISE 6HOUN OR NOTED,PROVIDE lu l PLATE HEADER I-----__j- I L_ ALLOW THE PASSAGE OF A 4 DIA SPHERE(A 6 I DW I S I - --- -- �FlOUER ?O DIA SPIRE STUN ANY TREAD AND UNDERSIDE OF WITH 3'MINIM LIM BEARNG SPAN: SIZE OF M I I 3m R/O ♦1 IST. I 0 RAIL)HT.SHALL BE 36'MIN.AT LANDINGS AND 34' MEMBER( ALL DF.M) �- o ON 21'-9° I � 18-ll*' I I TN � MR ABOVE ANY TREAD AT THE RISER-GUARD � � ' UP TO 2'-6' 2-2X6 �r c I " • SURFACE IS 30"OR MORE - PROVIDEHANI)RA�ILST 2'-1'TO 4'-0' 2-2X8 U = I I \ 9_6 � AT ALL STEPS FOUR OR MORE RISERS - HANDRAILS N-1'TO 5-0"2-2X10 u B I I \)' 'V ITY/LAV. SHALL BE DESIGNED AS GUARDRAILS At ALL 5'-1'TO 1'-0'2-2X12 0 I I EXPAND rr_ T EXISTING X 0 AREAS ABOVE 30'ABOVE ADAJACENT LEVEL 1'-P TO 8'-0'2-2X14 a O I XISTING KITCHEN REF 1 i �� t o ", THERE SHALL BE MR 100 CLEAR FROM INSIDE OF REPLACE ANY EXISTING HEADERS NOT UP TO THE N j LCL 1 tno Gro _i 0 HANDRAIL t0 WALL FACE HEADER SCHEDULE STANDARDS IF NEW LOADS Z D d 01 FIELD VERIFY ALL DIMENSIONS AT STAIRS/STEPS ADDED ABOVE t� N • 0� NEW GREAT ROOM I � PRIOR TO FABRICATICN REMOVE EXISTING ROOF SHINGLES AND FELT OFF OF U � .� EXIST. HALL � l _ I --------------- tW Gro 1 ,-E �-� I I�618 ALL RISERS/STEPS ■ MAX Ht.8 V4'MIN TREAD 9" EXISTING ROOFS TO BE COVERED BY NEW ROOFS - U r X [ ILhJr: �� 1 8'-0'x 3'-6' DOOR ` S.D. ` �. I I L;S.D. PLUS 1'NOSING NO ROOF FINS IN NEWLY CONCEALED ATTIC OR n SLOPED _ _ _ ISLAND COUNTER I 1 SIMILAR AREAS REMOVE APPROX MR FOUR 14"X 14' Q jL cn ------------------------ -__- i - bro I i I I ALL WINDOW MODF1 NUMBERS ARE ANDERSEN 400 PORTIONS OF SHEATHING TO PROVIDE THRU = z ---- QQ -- --- --, -----_-_ -- VENTILATION HOLES 3 C I I -_�__ -- -- --�-- --�---- _ - _— -_ �- _ SERIES W/SCREENS AND LOW E INSULATED GLASS U O � -- -------- ------- -------- . . - -- - VALUE ■ Z5 - WHITE CLAD EXTERIOR ANDli�FINISNEp } 1L - EXISTING MASONRY CHIMNEY FUR OUT --- --J DD. NEW 2-2'X 10'LVL DROP HEADER DD. NEW 2-2 X 10 LYL MSFT , AROUND PROVIDE Z'CLEARANCE t0 I 3'-1(0 1 Wt I I I I N WOOD INTERIOR UNLESS OWNER APPROVED EQUAL �Q „ 1 " I II - __ I I 1 I CONSULT W/WINDOW MMIF.ON ALL MULLION JOINING TYPICAL INTERIOR WALL: U W N COMBUSTIBLES e 9 in 8-11 5-5 - ___ _ 2 X 4 WOOD STUDS• 16 OIC. '- -g DETAILS AND WINDOW COMBNATIONS TO EN°�E z"X 4'PT BOLE PLATE,2-2'X 4"TOP PI.ATE,1 w -- _ - --- - COMPATIBILITY AND ADJUST MODEL NUMBERS C14 u PREFAB PVC 6'X 6'STRUCTURAL 2'-11 Il+fll XIST NG ,ACCORDINGLY LAYER V2"TH GYP.BRE.EACH SIDE ALTER MASONRY POCKET FOR NEW POSTS BEAR ON GIRDER BELOW DEPOOM p ALL NEW ROOMS t0 HAVE LIGHT AND VENTILATION l RIDGE 4'MIN.BEARING - PROVIDE iMR NYS CODE 4% OF AREA MR CLEAR N CLEARANCE AROUND WASHER DRYER ,_� OPNG.VENTILATION 8OF MROOM AREA M GLASS/ G1 NEW 2-2'X i2"LVL W/VY TH.X 11'R STEEL FLITCH EXIST EXTERIOR DRYER TO _--- _--PCATM� It __--- -- EXISTING DINING ROOM PAN uv NATTaL LIGHT r:�Xl 171 lu a �-��-��-� -- DRAM1 LINE OF NEW SECOND FLOOR I rE'w N O ;� ,'� nl \�%L? C ��EXTERIOR WALL at30VE% t ----- CL r i LEGEND N o • S;'� I \�. +�° i 1 Il'-11 1n"I LAID 2'-10 1n" 10'-6" 1 ,', O O v 1 J� �_,GD.■ CARBA�MONOXIDE DETECTOR MTER(,ONNEGTED W t c ) .• . 'a• I I �-------------� D -- --------- ;SD. ■ SMOKE DETECTOR NTEw NNECT-m W 1 � O -st l • _ 4n �.;' 4n „ __ 1HIN \\ (�EF. ■ EXHAUST FMN VENTED TO EXTERIOR- 50 CFM MIN.INTERMITTENT - -- _ �Wj � / % 3-TW2052 D HUNG I 2-TW O62 D MAIC WINDOW F� -- L- -- 5=TW1852 DOUBLE}R?JCs WINDOW W/ ------------- ------------- --`-'- 3 -OF 81F W1T�DoO i7C11�28CI -------- ---------------- -----0 -- ---- -t--- -- ---IN TOP wlNDow T �;, NEW i PARTITION LEGEND � UI.Aoki AND / Cn STEPS __ ___ ® NEW WALL CONSTRUCTION h-'--i Vr I DEMOLITION UDAA P4 N P, 12' 0' 5' 011 117�=I! EXISTING WALL CONSTRUCTION W AV 10'-101/2" 10'-101/2" 8'-81/2" 7'-i" 4'-01/4" IS'-91/411 SQUARE FOOTAGE Q 1 " EXISTING FIRST FLOOR■ 811 SQ.FT. s a� 221-1" 36-2 NEW FIRST STORY ADDITION ■ 221 SQ.FT. �s 58'-311 EXISTING GARAGE CONVERSION TO LIVING ACE ■ 311 SQ.F?. EXISTING SECOND FLOOR IN 620 SQ.R. 5 T L O O R +-I A N. NEW SECOND STORY ADDITIONS: 18 +IS IN36 SQ.Fr. L 31V SCALE: V4' IN P-011 NEW WOOD DECK IN 843 SQ Fr. NEW RIDGE VENT - Z Q � . . . to NEW RIDGE BEAM TO REPLACE EXISTING Lj It LL RIDGE - SEE F'LMI ACTUAL LVL STRUCTURAL MEMBER SIZES :~ k+' O NEW R-19 FIBERCsL" INSULATION- DO NOT COMPRESS PROVIDE R-19 M CATH CEILING AREAS Z'X 14' ■ 13/4'W. X14"H. si��07 NEW 2'X 10"R.R. 16'O.C.LAPPED AND BLOCK OUT VOD OVER EXISTING MASONRY 2 ENSURE M SECURED WITTO ENSURE I"MIN AIR SPACE ABOVE INSULATION WITH EXISTING Z'X 6'RR CHIMNEYIFIRi:PLAGE IN. 13/4'U CLEARANCE TO COP1BIIStIBLES. ..�.. .._.. 2"X12' ■ X II 1/8"H. NEW R-3m FIBERGLASS INSULATION - 2'X10" IN 13/4'W.X91/2"k DO NOT COMPRESS PROVIDE R-19 IN Tl'` CATH CEILING AREAS t0 ENSURE 1" 0 MIN.AIR SPACE ABOVE INSULATION 9t; � NEW VINYL.SOFFIT BRE. UV 2"X 8" ■ 13/4'11L.X 1 V4"H. 12 I I SCID Y9aCTS Z'X 6" IN 13/4'W/X 5 V2'H. NEW SOLID BLOCKING AS REQUIRED FOR 351 NEW Z'X 8"RR• 16'OSS.LAPPED AND 1ALLOWABLE STRUCTURAL MEMBER DEFLECTIONS: 13EARNG PLATE OF EXISTING RR I SECURED WITH EXISTING 2 X 6N RR LU } U II-----REMOVE TING---- ---- Z ________ ----� ----- --- ALUM.GUTTER ON ALUM CLAD ---------------i1 _ ALUM GUTTER ON ALUM CLAD Rafter slopes greater then 3/12 w/no LAW O Z � [a WOOD FASCIA III WOOD FASCIA finisF-ed calling attached to rafters O I NEW VNYL SOFFIT BRE.W/ I EXISTING(Z)Z"X 4"BEARING PLATE Inwas and partitions HIIeO '� 1~Q p o SCREENED VENTS I I Floors and plastered ceilings Ll360 >_ )- NEW(z)2'X 4'BEARING PLATE(TYPJ I I C -13 FIBERGLASS INSULATION N All other structural membersCD Lu ' EXISTING 2'X 4'STUD • 16'O.C. 0240Z R 13 FIBER's1.ASS INSULATION r- AT M 5'-9" `p VINYL SIDING ON I/2"TH RIGID INSULATION I I EXTERIOR WOOD STUD WALL Exterior walls with plaster or stucco Finish H/360 � U --� 2"X 4'STUD + 16'OAC.. I MATCH EXISTING FIN.FIRST FLOOR Exterior wails-wind loads with brittle EXTERIOR WOOD MD WALLI HEIGHT finishes (j[ II REMOVE EXISTING PORCH SLAB AND _ _ _-- _ Extortor walls-wind loads with flexiblkeIL FOUNDATION,POSTS AND HEADER _________ NEW 2"X 8"P.t.WOOD LEDGER SECURED finishes tt v -1 Q ------ - A NEW CRAWL SPACE TO FOUNDATION WALL ITYPJ- Std NOTES O Z gRADERAGE EXISTINGQ �; 1 R-30C FIBERGL `:: EXISTING MASONRY FOUNDATION INSULATION WALL ON 16'WIDE PC FOOTING Q NEW 8'TH.PC FOUNDATION WALL Q ON 16'WIDE PC FOOTING NEW 2'TH. PC SLAB ON 6 MIL �' VENT CRAWL OFACE FROM 1 EXISTING SLOPED CONS-GARAGE SLAB VAPOR BARRIER ON WELL EXISTING AREA COMPACTED POROUS FILL - ---------------- ---------------------- -- � * CRO55 5E CT ION � 6 Q A L E: 1/4" = i'-0" - 1 22'-111 ALL LVL(MICROL.LAM AND PARALLAM PRE ENGINEERED TEMP SNORE AND BRACE STRUCTURE AS REQUIRED 5'-8 1/2" 5'-81/2" 5'-8 I/2" 5'-8 I/2" LUMBER TO BE AS MANUFACTURED PER CODE MRM DEMOLITION AND CONSTRUCTION BY TRUSS JOIST - MICROLLAM LVL MIN.L9E 2600 psi Fb ALL LEDGERS SHALL SECURED r0 ADJACENT 2'X PARALLAM LVL MIN.2DE 1900 psi Fb WOOD FRAMM W/3/8'DIA GALV LAG SCREWS OR ALL INSTALLATION FOR LVL LUMBER AND PLYWOOD in,DIA GALV.EXPANSION BOLTS INTO FOUNDATION 'I'JOISTS TO BE PER MANUFACTURERS BY SIMPSON OR EQUAL - ALL SPACING TO BE 16' --___-__________T___ 1-TU12852 D E HUNG WINDOW HUNG WINDOW 2-TW1852 DO11 UBLE HUNG WINDOW 1i RE RECOMMENDATIONS AND CODE INCLUDING OL.STAGGERED TOP AND BOTTOM -MAX.12"FROM I --------------------------- I -� CONNECTIONS, BEARING STIFFENERS,BRIDGING, we I I BLOCKING,FRAMING CONNECTORS,ETC, I I X PT. 1 40MUBLE MEMBER WOOD HEADERS 5EXISTING WINDOWS ARID DOORS WHERE I QQ ALL STRUCTURAL DONOILN AS DEMO AND,IF NOT REPLACED,FILL M I TO NAVE MIN.4'X 4' WOOD BEARING POST UNDER EXISTING OPENING WITH NEW INSULATED WALL I 11'-8" EACH END UDN.OF THE SAME SPECIES OF THE HDR 0STR.TO MATCH EXISTING ADJACENT,OR ALTER l ■ - TRIPLE HDRS.TO HAVE 4'X 6'POSTS MR UDN ROWH OPENING AS REQUIRED FOR NEW WINDOW, 0 1 � _\ SUPPLY NEW HEADER AND JACK STUDS AS MOD. 1 • • R- i ALL STEEL BEAMS t0 BEAR ON�"DIA STD.STL 0 I F1I o PIPE COLUMN EACH END ON FOOTING OR FOUND. WINDER TREADS SHALL HAVE A MMIMIM TREAD I oc Q Iue see • WALL OR be MIN.BEARING ON FOUNDATION WALL DEPTH OF 10 S(254 MM)MEASURED AS ABOYE I x x LIN I aoo�e CL A7 LEAST ONE WINDOW IN EACH NEW BEDROOM TO BE AT A PONT 12 INCHES(305 MM)FROM THE SIDE I EXIST O SD, r - I O S.D. SiMD TO ALLOW EhER'sENCI'EGRESS PER Nye CODE WHERE THE TREADS ARE NARROII,ER WINDER I / 5:i SQ FT.OPENING -50 At FIRST FLOOR-MIN.NT. TREADS SHALL HAVE A MINIMUM TREAD DEPTH OF 6 I EXPANDED d) I� EXI5T C?SD. EXPANDED DIM.24' -MIN.WIDTH DIM.20', 44' AFF MAX SILL HT. M..HES(152 MM)AT ANY PONT. I EXISTING BEDROOM i HALL ='C.D. EXISTING BEDROOM r Uj ALL DIMENSIONS ARE FACE OF GYP.BRD.TO GYP. SEE DWG.T-1 FOR ADDITIONAL FRAMING AND ----------------------------------------- __ -j NEW a L ^ BIRD.OR FACE OF SHEATHING OR TO CENTERLINE OF ORAL NOTES AND ALL STRUCT.LUMBER DOORS AND WINDOWS UNLESS OTHERWISE SHOIW STRENGTH MINIMUMS I GUARDRAILS SHALL 13E DESIGNED TO NOT WOOD HEADER SCHEDW.E At WALLS: I _ EXISTING RIDGE BRD_-—- -—--—- -_ - --—-- -EXISTING RIDGE_BRD Q ALL UNLESS OTHERWISE SHOWN OR NOTED,PROVIDE I ROOF BELOW --—-- -—- ` - - 1 C14 ALLOW THE PASSAGE OF A 4"DIA SPI•ERE(A 6' I a DIA SPHERE BTWN.ANY TREAD AND UNDERSIDE OF WITH 3'MIN"BEARNG SPAN: SIZE OF I RAIL)NT.SHALL BE 36'MIN At LANDINGS AND 34° t'T R(ALL DF.h) I ' ' \.�. ' �' ' \�', ' u- MIN.ABOVE ANY TREAD AT THE RISER-GUARD '_6' 2-2X6 UP ij �i� I \`< ji � �j r I � \(�Ii N d RAILS ARE WOUIRED WHERE HT.ABOVE ADJACENT 1 (I I I I ��d I \d SURFACE IS 30'OR MORE - PROVIDE HANDRAILS 2'-1'TO 4'-0" 1-2X8 AT ALL STEPS FOUR OR MORE RISERS - HANDRAILS 4'-1'TO 5-0"1-2X10 I I// OZ I `` n / I ' \` t:XIST z lu 'd SHALL BE DESIGNED AS GUARDRAILS AT ALL 5'-1"t0 l'-0"Z-ZXI2 1'-I"TO 8'-0"2-2X14 ^i / I I I I \ • • / I I I AREAS ABOVE 30'ABOVE ADAJACENT LEVEL _ THERE SHALL BE MIN.1 i/1'CLEAR FROM INSIDE OF REPLACE ANY EXISTING HEADERS NOT UP t0 THE � / I --- I I I I � � I 17� 1 ` HANDRAIL TO WALL FACE l ' ___ I 'cA I ' ' I ;`Q --- ' Z HEADER SCHEDULE STANDARDS IF NEW LOADS I I I% I I�--- q z FIELD VERIFY ALL DIMENSIONS AT STAIRS/STEPS ADDED ABOVE I I I I n N K+ PRIOR TO FABRICATION REMOVE EXISTING ROOF SHINGLES AND FELL OFF OF I I r L L �I 1 C == C -1 ALL RISERS/STEPS ■ MAX HT.8 V4'MR TREAD Be EXISTING ROOFS TO BE COVERED BY NEW ROOFS - O NO ROOF FINS IN NEWLY CONCEALED ATTIC OR 2 I NEW 2, b"� i Cq 1 I J.NEW 1. 6OZ. i w w PLUS 1 NOSING SIMILAR AREAS REMOVE APPROX MIN.FOUR 14'X 14' I A-2 ALL WINDOW MODEL 1 JIDERS ARE ANDERSEN 400 1 I PORTIONS OF SHEATHING TO PROVIDE TiaRU l ' l I } I N X ul LU SERIES W/SCREENS AND LOW E INSULATED GLASS U VENTILATION HOLES l l VALUE ■ 25 - WHITE CLAD EXTERIOR AND UNFINISHED 1 1 TW2 DOUBLE i C I DOUBLE-- I I C WOOD INTERIOR UNLESS OWNER APPROVED EX�IIAL 1 L_ ' __ uu�lr= GlIL__ ' __j TYPICAL INTERIOR WALL: ------------------------ 1 CONSULT W/WINDOW MANI.F.ON ALL MULLION JOINING 2"X 4'WOOD STUDS • 16"O.C. DETAILS AND WINDOW COMBINATIONS TO ENSURE 2'X 4'PT SOLE PLATE,2-2'X 4"TOP PLATE,1 COMPATIBILITY AND ADJUST MODEL NUMBERS LAYER IR"Tk GYP.BRD.EACH SIDE N ACCORDINGLY [� ALL NEW ROOMS TO HAVE LIGHT AND VENTILATION PER NYS CODE 4%t OF ROOM AREA MR C LEM OR4 VENTILATION 8%G OF ROOM AREA MIN.GLASS/ r NATURAL LIGHT P� O L W woo 1 h7Z 31-211 31_211 31_/�� 3'-2' L LL LEGEND as 3 1 E22'-1" 4'-2" 6'-4" 15'-1" 6'-4" 4'-2" Ln CD. ■ CARBON MONOXIDE DETECTOR INTERCONNECTED �_)SD. ■ SMOKE DETECTOR NTERCONNECTED EF. ■ EXHAUST FAN VENTED TO EXTERIOR- 50 CFM MR INTERMITTENT 58'-3" P4 N � I a �t PARTITION LEGEND 'S E C O I D FLOOR P L A I�� I l . P� ® NEW WALL CONSTRUCTION W C---- DEMOLITION MOM O W Q EXISTING WALL CONSTRUCTION SQUARE FOOTAGE DXISTMG FIRST FLOOR■ all Sa K. NEW FIRST STORY ADDITION ■ Z21 SQ FT. REMOVE ROOF SHINGLES OFF OF EXISTING ROOF UNDER O EXISTING GARAGE CONVERSION TO LIVINGS SPACE • 311 sa FT. NEW ROOF AREA-REMOVE PORTIONS OF SHEATHINGS NEW RIDGE VENT \� * �/� � FOR VENTING TO NEW ATTIC AREA EXISTING SECOND FLOOR ■ 620 SQ FT. NEW RIDGE BRD NEW SECOND STORY ADDITIONS: 18 +18 ■ 36 SQ FT. WOOD DECK ■ 843 SQ FT. ¢ N / :E; NU R-30C FIBER'SLASS INSULATION -DO NOT W 1,IEIIJ ALIGN WITH EXISTING ROOF PEAK COMPRESS - ENSURE I'MIN.AIR SPACE ABOVE � -> ,�.a:,.� � c� Q � 12 INSULATION o NEW 2"X 6'CJ.• 16'of.. NEW Z'X 6'RR a 16"Or— ACTUAL LVL STRUCTURAL MEMBER SIZES -� f ALUM.GUTTER ON ALUM.GLAD WOOD 2'X 14" ■ 13/4'W. X 14"H. '-0 NEW VINYL SOFFIT BRD. TLV .� B ING Z"X 12' ■ 13/4'W.X 11 1/8" H. LINE OF EI' S ROVED DODORMERSCREENED VENTS I TO BE REPi NEW(2)2'X 4'BEARING:PLATE Q W 2'X 10' • 13/4'W.X 91/2'H COICLEALED FLASHING -- ----s 1"X 4'STUD•16'OG.EXTERIOR WOOD STUD_ jjj 2'X 8' ■ 13/4'W.X 11/4'H. VINYL SIDING G ON 1/1'TH RIGID INSULATION Z U � L) 2"X 6' ■ 13/4'TLV X 5 I/2'H. NEW 3/4'TH.PLYWOOD IStING ROOF RAFTERS Q Z -1 ALLOu1ABLE STRUCTURAL MEMBER DEFLECTIONS TO ALOORMG AS EXISTING REQUIRED TO ALIGN WITH DXIStMG �- 11-1 0 EXISTING FLOOR JOISTS •� Q O 0 Rafter slopes greater than 3/�w/no L/180 2 NEW ROOF RAFTERS AND FLOOR JOISTS finished lopes,greater er than to rafters UNDER NEW DORMER WALLS AND NEW C b'-4" ROOF RAFTER ADJOINING EACH SIDE flu LU Interior walls and partitions Ia/{80 ,� CQ Ll! Floors and plastered ceilings All other structural members L/140 �j 2 � � o Z3 Exterior walls with plaster or ett finishi HUS ® V 5 5 � T I I `�I 1ILI 1 v Exterior walls-Wind loads With brittle - 2 finiahea " Exterior walla-wind loads with flexibtke o z Flniahes n 4 Q '� d5 DIrap NEW 'COBRA'RIDGE VENT NEW 'COBRA'RIDGE VENT ] EXISTMG BRICK CHIMNEY EXISTING BRICK CHIMNEY } W/NEW SPARK ARRESTOR W/NEW SPARK ARRESTOR NEW ALUM CLAD WOOD FASCIA NEW ALUM CLAD ON EXIST. W ROOF SHINGLES WOOD FASCIA NEW'COBRA'RIDGE VENT ` - NEW ALUM.CLAD NEW ROOF SHINGLES TO WOOD FASCIA REPLACE EXISTING 0 _ _ I = = fl NEW VINYL SIDING ON VY TH TO FALSE DECORATIVE RIGID INSULATION BW LOUVER L- _ _ REPLACE EXISTING _J_j S TO NEW ROOF SHINGLES NEW ROOF SHINGLE REPLACE EXISTING [STING FIN.SECOND FLOOR I1 --- ----- --- - -- ------------ - ---------------- ------ ® ® � a a NEW ALUM.CLAD ON EXIST. - - - -- WOOD FASCIA - - - - NEW VINYL SIDING ON I/2'TW I I I II W N N I W RIGIDMSULAtION ORD 3 VINYL TRIM AT CORNERS I M 1 AND AROUND WINDOWS - Ij I Ilk I I NEW VINYL SIDING ON ON TH I L _ II - II _ - _ _ - _ I I I I I I I II NEW VINYL SIDING ON I/2'TH O RIGID INSULATION BRD TO = _ - - - - RIGID CE EXISTING TI BRD t0 REPLACE EXISTING _ REPLACE EXIStMG I� I i i I 1 XI I II 7-7 MATCH EXISTING FM FIRST MATCH EXISTING FIN.FIRST FLOOR I NEW MASONRY STOOP FLOOR I I I j I I I I I 11 L I I I I I LLI I I I I I ILLLIII 11 I I I N � Q � EXISTING GRADE _ ISTING GRADE_ = L----------- 11 II Z W '4 ----- I l _L I l I I j U Z - I l I I I I I QLUN l ii --------- ----- rj p fes- i [ ---------i - -� ------------------ [ I L------------------- ----------- -- � '� [ i EXISTNG CELLAR SLABLU ] I l X = LU NOTE ON NW rxrEnR 12001361200136u1Tu U"33 AND ALL NEW UlMDOlUlS l ---------------------- ---------- - ------ �- L New windows in buildings located in wind-bornedebrlis regions(120rL----------- --------- live glazed wind z d or ningsin one mile of the ocean,bay and sound)shell F IRON T (5 O U T H \ L E ` , A t t O N have glazed openings protected from wind-home debris or the J u I I CONCEALED FLASHING AT ROOF WALL L E F T (W E 5 T ) E L E � A T I O building shall be designed as a partially enclosed buillding in G-IMNEY INTERSECTIONS,AND ALL VALLEYS a with the Building Code or New York State.Glazed opening scab V4■-t'-o' (TYPICAL)UAN SCAM v;■•r-o' protection for wind-borne debris shell most the requirements of the � N Large Missile Test oFASTT"i E 1996 and or ASTM E 188& GABLE END RARER OVER HANGS � E on um thickness of'1/I6 'inch 1111 mm)and OVER 12'SHALL BE LADDERED -NO Wood structural panels with a minim "BOX OU RAKES OVER 12' a maximum span of 8 feet(2438 mm)shell be permitted for opening coteetion in one- and two-story buildings.Panels"III be precut to ^ O over the glazed openings with attachment hardware pprrovided TEMP SHORE AND BRACE STRUC'N� U Attachments shall be provided in accordance with Table 8302.2.12 or REQUIRED PER CODE DURING DEMOLITION O shall be designed to resist the components and cladding loads AND CONSTRUCtION � Z determined in accordance with the provisions of the Building Code of O Naw York State. �1 F—I ►-� W NEW'COBRA'RIDGE VENT H Z N EXISTING BRICK CHMNEY W'COBRA'RIDGE VENC W/NEW SPARK ARRESTOR U W . M 111 UI I III NEW ALUM.CLAD ON EXIST. WOOD FASCIA r - NEW ALI�'1.CLAD WOOD FASCIA � W r NEW ROOF SHINGLES TO I I i 1 10 O w 41 REPLACE EXIStMCs I NEW ROOF SHINt'sLES t0 ' 11 NEW VINYL SIDING ON in'tH I I II Ill 11 111111 Hill IIIIII Ill 11 Ill 11 1111 11 IIIH 11 111111 111111 111111 1111 IT 111 11 Ill I;.-WII F J07 FW. REPLACE EXISTING N RIGID INSULATION BIRD TO NEW VINYL SIDING ON TH REPLACE EXISTING NEW VINYL SIDNG ON I/2'tH RREPLAGE EXISTING TO RICsID INSULATION 5RD t0 Jill 111111 HII Ill Mill 111111 111111 111 Hill 1 11 REPLACE EXISTING III It lilt 11 UU Hill 11 11 EXISTING FM CON' EXISTNG FN.SECOND FLOOR FLOOR -------- NEW ALUM.CLAD ON EXIST.---—--—-- NEW ALUM.CLAD ON EXIST. —--—--—- WOOD FASCIA NEW ALUM CLAD ON EXIST. --- - ------------ ---- --- ------ WOOD FASCIA WOOD FASCIA --- Ir---- ---- ---- NEW VINYL SIDING R V2'TH a 3'VINYL TRIM At CORNERS [ I --- --- ---- RICsID INSULATION BRD ® 0 ;` _r N AND AROUND WINDOWS II II =_= cr ( N 3 VINYL TRIM AT CORNERS W I F 4I IF.O. AND AROUND WINDOWS __= NEW RIGID VINYL SI�DINN BN In' H �s�� 7 -—- __= I REPLACE EXIStMG MATCH EXISTING FN FIRST * s EXISTING FIN FIRST FLOOR =_-- ---- I FIRST TC14 EXXIISRTING FIN. BOOR I ISTNG GRADE ) 0 EXISTING GRADE EXISTNG GRADE -------- ----------------------------------------- IH I-1----------- ----------- -----------I NINE -- 1 I j NEW WOOD DECK j I I U 1 1 1 Q I l F LU ------------ I Q Il r------------------------------- EXISTING CELLAR SLAB j I I EXISTING CELLAR SLAB I I I r--- STEP FTG MAX ONE VERT TO TWO I I HOW AS/OF REQUNMD t0 i ---------------------------------------- I- 1- ----__--- --------------------------------- r---J MATCH BOT OF EXISTING FOOTING ----- -- - —j PQ W L---------- ----------�---� L---------- ----------J '� U Z Q --� z0 t5T � LVATI IN cDZO FEAR (N0RTH � E L E V A T 1 0 N '-r-V C z � o 16 aG44.E:V4'■I'-0' EC.4L6 V4 Y-D' LU Q W DU1Cs" EMISSIONS oa 1-011 10-0 1/2" 10-0 1/1" 10'-0 1/2" 10'-0 1/2" 10-0 1/2" 101-01/21, 1-01 26'-1 1/2" ,..,•,:,��; :• 5/4' 6"PT.DECK BRD TREADS ON 2'X 12'TR PC PAD FORS BEARING: 1 `^:�_� `: 'P. .WOOD STRINGERSi + 16' L.USE SIMPSON QALY.LSCZ I"- ---------� S TO HEADER I I �- ------------------- ------------------- -----------------�-- ----------'---------- ------------------- ------------------- 0 I - , 0 rl�w z-�_x a'PJ__f .:� w z-�°x r1'P_r P g Lam?-z_x t. _ raw -�'x rr�°PT P _ e._ _z_x_n_- _ R_ .:: --► ,z-z'x 12_'P J +�2L� COLLAR TIES•4$'oc u�x I HURRICANE TIE DOINS AT EMERY 1 I TO STUD I ° T-0" MM. --ROOF CONSTRUCTION I 12'DIA PL.PIER BOT. MIN.36' 1 I • I ICE SHETLD FIBEta's1.ASS BASED ASPHALT COATED MINERAL SURFACED SELF SEAL SHINGLES (UL CLASS'A' - I A-1 I - LABEL)ON 300 FELT UNDERLAYMENT ON�'TH.COX I PLYWOOD SHEATHING ON ROOF RAFTERS ICE SHIELD PER CODE r 0 I x'_011 22'-I" NEW ADDITION x 361-211 I ALUMINUM GUTTER WI/LEADERS 0 { NEW 2'X 8"PT.CONTINUOUS LEDGER I BRD.SEE NOTES FOR SECUREMENT �I I I CORNICE CONSTRUCTION I ALUMINUM COVERED 21 X WOOD FASVA VINYL SOFFIT w __ ------------------_-----—_--------- ---—_----_ __-----—_-----__-----—_---_-—_-----—_---- BOARD W/SCREENED vENts � a� 14 1 I r. •* " ' '� ________________ _____--_____-___--___--_____________ 2 x SOLID BRIDGING:A7 1� �----------------------- - �------------------------------ _ I t � � " l2)2'X 4'BEARING PLATE O � I I D SPAN MAX 8-0 OL.NEW 8°X I6'SCREENEp • T-� ' I I I i LIVING SPACE HURRICANE TIE DOWN STRAPS AT EVERY STUD,CaNECTING STUD V LOUVER VENT �:{ { { 1 . ' { I I I I W EXISTING 8'TH.FOUNDATION I 0"TR GYP.BRD.ON CEILING JOISTS EXTERIOR WALL CONSTRUCTION a _ iyl 1I I I I ° WALL ON 8'TH.X 16'UL PL. I I FIBERGLASS UNSUL Q U - ~ 12"TH.PC PAD FOR STRINGER BEARING: I 1 I I NEW 4 X 8 HOLES FOR VENTING $ { I SIDING,30 FELT UNDERLAYMENT OR rYYEC HOUSEWRAP AC e Cl x� I I • I • FOOTING I ON V2'TH.CDX PLYWD.SHEATHINGS ON STUD WAIL (2'X cp < NEW CRAWL SPACE U- I I 1 4'e• 16'0.W 1n'GYP.BRD.INTERIOR t t S pp �j I I { r l I C-41 1 I I NEW z P.C.SLAB I I +"- I Z LLu ••- I to I =�•• I � I FLOOR CONSTRUCTION v ■ -L 1 1 r: I I ' EXISTING CELLAR I i FINISHED FLOOR ON 3/4'TR TONGUE AND GROOVE .I NEW 8 TH.P.C.FOUNDATION WALL ON 8 TK I I I I I x " ( LIVING SPACE d w X16"REIN.P.C.FOOTING - I x PLYWOOD SUB FLOOR GLUED AND SCREUED cp I ! I 4 PL.SUAB I L-----------------------------------------� I 1 I WOOD FLOOR JOISTS --I O � I I -13 FIBERGLASS INSULATION } ATTACH NEW FOUNDATION WALLIS TO • I EXISTING WOOD GIRDER I I SILL CONSTRUCTION < w w FOUNDATION WALL W/16'L.04ISTEEL REIN.REBARS I � I� r-----------------------------------------1 ---�----------E�----�---------- �--p------------ I US + 12 OL.VERTICAL IMBEDDED INTO EXIST.WALL 4 t I - I I 1 { �------ 1 m NEW WALL 12' - REBARS TO BE MIN.2"FROM I( -� I - z"X b'TREATED WOOD SILL ON SILL SEAL - w I I I NEW 4'X 8'HOLES FOR VENTING --- I I `r�. � EXTERIOR OF CONCRETE -FILL BAR HOLE IN { x� I I I I CIA ANCHOR SILL N 5/8"DIA ANCHOR BOLTS• +� w EXI67ING WALL W/NON SHRINKING EPDXY GROUT { �. I' I I 36"O G MAX 12'FROM ANY CORNER N 11 I I EXI 2'X BAND HEADER NEW S"TH,PL.FOUNDATION U14LL W/8" ITE SHIELD G� I I X 16"FOOTING UNDER EXISTING GARAGE 1 I cj 1 TERM POOR 01943 IF NOT FIRE EXIOTINO POM MIN II1 I I E LINE I 36'BELOW FINISHED GRADE 0%)- ALIGN I o I I NEW CRAWL SPACE � I I ISTING ILER TOP W/TOP OF ADJACENT WALL I V I I YS I EXISTING 4'PL SLAB I I a I I •9 rL 1 I CEMENT PARGINGS ON EXPOSED AREAS OF ^ X I { x I I BRIDGING A7 MID SPAN ' FOUNDATION WALL NEW 2'X 8"P.T.DJ.+ I6°OL'ItI �I 14-P I �„ I I I m I 1 :." I I I `� I I R-30c FIBER GLASS INSUL.ATI t '-r DAMP PROOFING ING ON I2"TH.PL. FOUNDATION U O WALL BELOW GRADE '-- NEW z'X ON P.T.CONTINUOUS LEDGER I I 1 ,-� 1 VENTED CRAWL SPACE �` o BRD.SEE NOTES FOR SECUREMIENT 1 NI II : I L---1 I �_,SD' I ?':`.� HURRICANE TIE DOWN STRAPS AT EVERY STUD GONNECTIws STUD O NEW 8'X I6'SCREENED I I I I I { I • I Ln I ITO SILL BEARWs PLATE TO FOUNDATION WALL LOUVER PENT II o.q. gee is oo car� ;, e0 r H z—--------------------------•------------------------------ Q --------------------- -------- 8"TH POURED CONCRETE FOINDA7ION WALL :o-a¢ N ----_ — ------ e. �:a .•t . .•� 8• .•d . .•aS 8 e .^t .8 a .. b I L_ •8•• : . :•,• oA•.e' ••..•• oA•oA..••�• e•' oA• •aaA•«o '�'� 2 4REBARCONTINUOUSINF0071AKs ---------------------------------------------------------- • ^ e 2"TR POURED CONCRETE FLOOR /lip NEW MASONRY SLAB ON 6 MIL POLYETHYLENE LANDING AND `^ VAPOR BARRIER ON WELL 8"H.X 160 W.CONTINUOUS POURED CONCRETE STEPS COMPACTED POROUS FILL USE ffi/S" DIA. ANGHaOR BOLTS + 3sa" O.C. a FOOTING LLV 2"X 4"KEYWAY � � n e PERIMETER t WATER STOP - MAX. 12 FROM CORNERS PRE MOLDED S1.A8 EDGE FILLER 7 MINI. EMBEDMENT INTO CONCRETE C WALL CJ '�'I®N � W ONE CJ' "�'O � A I"�' I O I� O Q FOUNDATION WALL I t�F IrL A � � � � ID� NTS SEE CROSS SECTIONS FOR EXACT CONFIGURATION ALL NEW FOOTINGS AND PIERS TO BE 1p ON vq;zGIN UNDISTURBED SOIL 2 TON BEARING CAPACITY MINIMUM 3S � BOTTOM OF NEW FOOTINGS/PIERS SMALL 58'-311 BE A MINIMUM OF 36" BELOW FINISWED * �� o� GRADE U N A T I E L L A N SCALE: 1/4' ■ 1'-0" r IL O * s� C14 GALVANIZED SIMPSON CONNECTOR w TYR- SEE 0-1 DWG. m 4-3 1 5/4'X b'F.T.WOOD DECKING FLASH OVER TOP OF Lt EDGER il-- I 1 Q 211 11_011 -4II OL. J 1 �' 1 F.T.DECK JOISTS W ----------------------------- Z -�` ------- lu Lu I I ) 1� ) 1% '1*1 1�_= EXISTING HOUSE WOW - - - - - - - --- - - - - - - - - - -0 - 1 13 AZEK TRIM BRD AND 2"X P.T.BAND HDR FRAME COSTRIUCTION In'DIA MACHINE TM BOLTS HDR P.T.DROP HEADER � � � Lu WAST-ERS BOTH SIDES ��t1 2"X 8'F.T.LEDGER BRD.SEI= '� � � w c(i - -.- -.-.-.- -.- - - - - - - - - - --- - - - - - -t� - - - - --- - - - - - - 4'X4'PTWOODPOST NOTES FORSEaLREMENt n � � u z L- ----------------------------------- --------------------- GRADE Q z •::: z LINE OF STEEL PLATE BETWEEN Z3 211 1'--0" O.C. STRUCTURAL WOOD JOISTS GALVANIZED SIMPSON A NC14OR,AM w :: i•. O � � O STEEL PLATE SEE POST CONNE OR,AND POS •. 0- � PLAN FOR SIZES TYR- SEE 0-1 DWG. +- 7. W PER ON VIRGIN SOIL JTEEL FLITCH IT/ FLiTE/5EAM DETAIL cn SEE PLANS FOR LOCATIONS,SIZES AND 6iUAUNTIIY OF COMPONENTS Q IDE < TAIL o a SCALE: 114' ■ 1'-0" �- . pU1Cs!' . 96'_2• 22'-I' 961-2' 22'-l' --- ---� 10 I OE I I O 1 i X T TN ' IDATPROOM I I G EXIST COvERED PORCH EXISTING KITCHEN EXISTNG DININGROOM EXISTNG BEDROOM i EXISTNG BEDROOM EXISTNG BEDROOM I E2S�2 I g • EXIST. ' FALL HALL ------------------------------------------- --- I I �i Q44I E�SI4t L CL �XI4L n 1 { n a. I ---------------------- --------------------------- EXIST, i Ig CL i i i i o ONE � GAR GARAGE i _ Iuu— I I I ' -----------------------------__--- EXISTNG LIVNG ROOM EXIStING BEDROOM EXISt !u I I i I � O L-------------------------------------------1------------------------------------------------------------------------ U VLW d J EXISTING FIR5T FLOOR FL AN EXISTING SECOND FLOOR PLAN 1 ,60 � 6CN E=9/16'■I'-O' 6G41 E='3/16'■I'I _.1 N < W 111 LuP • G� FM EEI 0 U Who ------------______ -_- ___________________________ ON I -------------------------- --------- ------ -- -------- -- ---------------- -- --------- W ---- ------------------------------ ------- I 1 I I 0 W I ' Q I I ' ---------- __________ L____------ J I I ' ---- ------------------------------------ -- -- -- -- -- -- -- --- --------- L---------- -----------' FRONT (50UTH ) ELEVATION LEFT (WE5T ) ELEVATION 0 � o Z W mss/iso 7 4�, 0 ® ® � L } LU Lu w -------- --- -------- ----------------------------------------- -------- ----------------------------------------------------------------- ------ ------------------------------------ d Q i (y >� z ® ® LLH o z � %3 -------- --------------------------------------------------------------- --------- ----------------------------------------- ---- LU - z ' X (1 Q --------------------------------------------� ; ; ui 7-L lit I I I I I I _ --------- -------------------------------------------------------------- - -------- ------------ -------- --- - ------____ --------- L----------- ----------- DWCs! REAR (NORTH ) ELEVATION RIGHT (EA -5T ) ELEVATION X— 1 TABLE 3.1 MINIMUM UNIFORMLY NAILING SCHEDULE DISTUBUTED LIVE LOADS NUMBER OF BEAM and (IN POUNDS PER SQUARE FOOT) DESCRIPTION OF BUILDING ELEMENTS COMMON NAILS NAIL SPACING �. r-STRAP o ° WIND UPLIFT DESIGN USE LIVE LOAD ROOF FRAMING WOOD FRAME CONSTRUCTION MANUAL EXTERIOR BALCONIES 60 END _ PER RAFTER °° • ° DISTANCE FOR ONE E TWO FAMILY RAFTER TO TOP PLATE (TOE NAILED)DWELLING5(2001 EDITION) DEGK5 4p 3 bd w e o O O ~ -SECTION 3.2.2.3 WALL A55EMBLY TO FOUNDATION PASSENGER VEHICLE 6ARAGE5 50 GEILING JO15T TO TOP PLATE (TOE-NAILED) 3-Sd PER J015T ° ° o � -TABLE 3.2B # 3.SB CEILING JOIST TO PARALLEL RAFTER (FAGS-NAILED) 6-I6d EACH LAP ° oo° -SECTION 3.2.3.1 HOLDDOWNS ATTICS WITHOUT STORAGE 1O SIMPSON LSSU28 ATTICS WITH -TABLE 5.15A-5,3.16 STORAGE 20 GEILING RAFTER t0 RIDGE BEAM J015T LAP5 OVER PARTITION (FACE-NAILED) 6-I6d EACH LAP ° � -SECTION 32.5.4 HEADER AND/OR GIRDER TO STUD v -TABLE 3.5 ROOMS OTHER THAN SLEEPING ROOMS 40 COLLAR TIE TO RAFTER(FACE-NAILED) 2-I0d PER TIE d� - ASSEMBLY TO WALL ASSEMBLY z RIDGE RAFTER CONNECTOR EVERY } SECTION 5.22.1 ROOF SLEEPING ROOMS 30 O BLOGKING TO RAFTER(TOE-NAILED) 2-Sd EACH END RAFTER AT RIDGE BEAMS- USE (10) 10d °SIMPSON" HUS BEAM HANGER -TABLE 3.3 RIM BOARD TO RAFTER(END-NAILED) 2-Ibd EACH END AT FACE AND 5 - 10d X 11/2 NAILS INTO RIDGE BIRD. TENSION STRAPPING W -SECTION 3.2.5.1 IRIDGE STRAPS 40 F- "SIMPSON" NUC -TABLE 3.4 (5UBNOTE 3) STAIRS EACH RAFTER AND RIDGE. - RAFTERS 18" X 11/4" WIDE 20 GA. STRAPPING,CENTER OVER Z 6UARDRAIL5 AND HANDRAIL5 200 Q WALL FRAMING MUST BE BACK TO BACK - ALTERNATE TOP OF RIDGE, SECURE W/(14) 10d NAILS TOTAL - LL LU WRAP 16 GA. STRAP 48" LONG USE SIMPSON L75A20 OR EQUIVALENT - PROVIDE AT Q LI) TOP PLATE TO TOP PLATE (FADE-NAILED) 2-I6d I PER FOOT CENTERED OVER RIDGE RAFTER TO ROOF RAFTER EVERY RAFTER AT RIDGE - RAFTERS MUST BE BACK W TABLE R301.2(1) (� CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-I6d JOINTS - EACH SIDE RAFTER HT CLIP TO BACK - AT NON CATH. AREAS Q to STUD TO STUD (FACE-NAILED) 2-16d 24" O.G. v GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD —1 SNOW DESIGN FROST LINE DESIGN NDERLAY-MEN HFAZARDS LOOD z HEADER TO HEADER (FACE-NAILED) Ibd Ib" o c.ALONG ED61=5 0 'SIMPSON" L5TAI2 STRAP LOAD SPEED(MPH) CATEGORY WEATHERING TERMITE DECAY TEMP REQUIRED — HDR. INSTALL AT ALL WINDOW DEPTH —1 TOP PLATE OR BOTTOM PLATE TO STUD (END-NAILED) 2-Ibd PER 2" x 4" STUD HEADERS TO JACK STUDS. Z20 psf 12'0 B SEVERE 3 FEET TO EAS MODERATOE II REQUIRED - 1 j 3-16d PER 2" x 6" STUD 0 PROVIDE 5-I�Dd NAILS w Q INTO HEADER t 5-10d Q TABLE R402.2 4-Ibd PER 2" x S" STUD NION NAILS INTO STUD ° p lu MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE BOTTOM PLATE TO FLOOR JOIST,BANDJOIST,ENDJO15T OR BLOCKING 2-I6d '� w PER FOOT ° ® ® �I11<1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH (F'cp _ (FACE-NAILED) 5I6 STRAP (TYPIGAL) ° 7- G TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL b < FLOOR FRAMING SEE DETAIL °° IX LU NEGLIGIBLE MODERATE SEVERE - PER JOIST LL O JOIST TO SILL,TOP PLATE OR GIRDER(TOE_NAILED) 4 Sd Z BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE NOTK w EXPOSED TO THE WEATHER 2,500 2,500 2,500 ` BRIDGING TO J015T(TOE-NAILED) 2-Sd EACH END °° 00 BLOCKING TO JOIST (TOE-NAILED) 2-8d EACH END ' q t- BASEMENT SLABS AND INTERIOR SLABS ON GRADE,EXCEPT 2500 2,500 2,500 ` w BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-I6d EACH BLOCK _ HDR• GARAGE FLOOR SLABS Z '� LEDGER STRIP TO BEAM (FACE-NAILED) 3-I6d EACH J015T = JBASEMENT WALL5, FOUNDATION WALLS,EXTERIOR WALLS AND 2,500 3p00 d 3,000 d _ M VERTICAL CONCRETE WORK EXPOSED TO WEATHER S J015T ON LEDGER TO BEAM (TOE NAILED) 3-Sd PER JOIST WALL STUDS --� n OTHER � � 1^ O BAND J015T TO J015T(END-NAILED) 3-I6d PER JOIST Z W ~ PORGHE5,GARPORT 5LAB5 AND STEPS EXP05ED TO THE 2,500 3,000 de 3,500 ° J cn }- WEATHER,AND 6A.RAGE FLOOR SLAB5 BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-I6d PER FOOT "SIMPSON" MIU JOIST HANGER DOOR G520 STRAP OPENINGU A.AT 25 DAYS P51. ROOF SHEATHING 0 SEEDETAILW B.SEE TABLE R3012(I)FOR WEATHERIN6 POTENTIAL. - G.GONGRETE IN THESE LOGATION5 THAT MAY BE SUB.IEGT TO FREEZIN6 AND THAWING DURIN6 GON5TRUGTION SHALL BE AIR-ENTRAINED GONGRETE IN STRUCTURAL PANELS 8d 6" EDGE/ 12" FIELD AGCORDANGE WITH FOOTNOTE D. 0 D.GONGRETE SHALL BE AIR ENTRAINED.TOTAL AIR CONTENT(PERGENT BY VOLUME OF GONCRETE)SHALL NOT BE LE55 THAN 5 PERCENT OR MORE THAN z DIAGONAL BOARD SHEATHING P.T. SILL PLATES } , tL Luj E.SEE SECTION R4022 FOR MINIMUM GEMENT CONTENT. O I"x6" or 1"xe)" 2-M PER SUPPORT TY�I G S L WALL STR ��I NG L SAT I O N W N !Jl � INIO" or WIDER - 3-Sd PER SUPPORT STRAP ALL GABLE END STUDS SIMILAR }- W iK CEILING SHEATHING Z GYP5UM WALLBOARD 5d COOLERS f" EDGE / 10" FIELDFOUNDATION STRAP DTL. ENDWALL O WALL SHEATHING rMI1,WL INSTALL AT EA. STUD STRUCTURAL PANELS Sd 6" EDGE / 12" FIELD CUT LEWzTIHW Z W (1] JOISTS FIBERBOARD PANELS Q 1 1/4" X 20 6A. HOT DIPPED 1Az u- 6ALVANIZED OR MANUF. i�OM 6185 �e bd 3" EDGE /6" FIELD �! Q OR Z450 6ALV. STL. ASTM A653 R A LL 25 GRADE 33 5TL. STRAP LAPPED - /32 Sd 3 EDGE /6 FIELD N " Q GYP5UM WALLBOARD �.`.,l GOOLER5 T' EDGE / 10" FIELD CLEAR AT ALL UNDER PLATE. EN ANGHOR RE r 1 BLOCKING `•J BLOGKINC 4 O.G. MAX. p HARDBOARD " " sPar� BOLTS. MAX.6"-12" AWAY FROM END (� Sd 6 EDGE / 12 FIELD SECTION A-6OF EACH PLATE SEGTION PARTICLEBOARD PARTICLEBOARD PANELS 1 8d b" EDGE / 12" FIELD SIMP50N EQUIVALENT 6520 � O DIAGONAL BOARD SHEATHING Ln 1"xb" or I"x8" 2-Sd PER SUPPORT 5/8" DIA ANCHOR BOLTS WIND FLOOR BRAG 1 NCS ENDWALLz INTO" or WIDER 3-Sd PER SUPPORT ,• 1211 Airy is 30" O.C.(MAX. 12" FROM u FLOOR SHEATHING LEi�T++ MR Provide minimum 1„ ” IMBEDMENT MTO < end distance FOUNDATION WALL C� �{ N P-i t- STRUCTURAL PANELS W12 8d 6" EDGE 1 " FIELD Equal number of I4 -1 I OR LE55 specified nails In 51 LL T 1 E DOWN AT CELLAR SILL TI 2 DOWN AT S.O.G. i� W ® GREATER THAN I" loci 6" EDGE l 6" FIELD each end � "SIMPSON" C616 STRAP ^�^ DIAGONAL BOARD SHEATHING H I"xb" or I"x8" 2-8d PER SUPPORT EACH STUD f---1 I1"D ° ° ° INIO" or WIDER 3-8d PER SUPPORT I. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-GENTER AT THE PANEL EDGE. IF WALL (:gD SHEATHING 15 NAILED 3 INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES,NAILING ° n ' I 211 UM ® ® ° REQUIREMENT5 FOR STRUCTURAL MEMBERS SHALL BE DOUBLED OR ALTERNATE CONNECTORS SUCH A5 SHEAR PLATES 0 SIDECOVER e, SHALL BE USED TO MAINTAIN THE LOAD PATH. o ° v4G o04 u�o'oo�e ° '° 2. WHEN WALL SHEATHING 15 GONTINUOU5 OVER CONNECTED MEMBERS,THE TABULATED NdUMBER OF NAILS SHALL BE PERMITTED Qoo Q a,4: �. TO BE REDUCED TO I-I6d NAIL PER FOOT. o ° ° o Via. o z _ "SIMPSON" A5E44 POST ANCHOR o o «° ° • ° ° �U � NAILING REQUIREMENT5 FOR ROOF 5WINGsLE5 0 a 0 " °® f FASTENERS: FASTENERS SHALL BE ALUMINUM, 12 GAGE SHANK WITHI A MINIMUM 3/8" DIAMETER HEAD, ASTM F 1661, LENGTH TO PENETRATE THROUGH THE ROOFN(G MATERIALS ANDA ib" LTB20 oc. LIDMINIMUM OF 3/4" INTO OR THROUGH THE ROOF SHEATHING. Simpson Strong-tie H4 "SIMPSON" LU JOIST HANGER NOTE: ATTACHMENT: ASPHALT SHINGLES SHALL BE SECURED TO THE RD)OF WITH NOT FOR ]-JOISTS USE TB EACH FLOOR J015T AT " �� ® i LE55 THAN SIX FASTENERS PER SHINGLE. TENSION E5RIDGING-s DETAIL NEW GANTS SIMPSON HI TIE DOWN ® � "SIMPSON" CCQ46 POST - BEAM ANCHOR "SIMPSON" AC POST BEAM CONN. 9 USE A MINIMUM OF OVIDE 5 „ TWO Sd NAlILB THIS OC w THREADED ROOD ® SIDE OF RAFTER o v m BEARING O M I PLATE .-A Hj � TOTAL FOU USE (14) SIMPSONFOURo 0 0 o =�' U } W `o r'1 Sd NAILS ! O O 5051/4 X 3 WOOD 0 INTO RAFTS I }- W 5GREW5 AT EACH ( LU i` HJ O t- /� HOLD DOWN ® SHEAR WALL ® / °I 1__t Q O Q CORNER STUD ° DOUBLE 2x MIN. Cn }- p GONNEGTED TO FOR HEADER OR BEAM LLLI PROVIDE %8" _= TRANSFER SHEAR THREADED ROOD - IMBED 0 i!<- 16 111 ANCHOR BOLT FASTEN w/ 2-I6d ° INTO GONG. PIER BELOW MIN. Z ® GOMMON NAILS o i l" WITH ANCHOR COUPLING U p @ b O.G. o U a Z —1 o ,{� LU Oil ! J/2' ROD REQUIRED FOR STUY2 n v O d � °0 8d No AIL$ 00 ° CNW COUPLER NUT (� �' -1 Q o INTO ° ° MIN.EDGE DISTANCE Z lU PLATE:5 ° m° _ S PER MANUR O O ty O o ° 0 ° EIGHT o Simpson Strong-Tie _ I ` }— �Q z ° « NDU5 HOLDDOWN PLAN 8d NAILS (Ina(installation with Triple LVL) N;mpson Strong-Tie V — A PROVIDE 4-Sd FASTENERS TO RAFTER PROVIDE 6-Sd FASTENERS TO STUD p Q d INTO (INSTALL IN PAIRS AT EA JOIST) MIN.END DISTANCEW PROVIDE 4-Sd FASTENERS TO PLATES PROVIDE 8-Sd FASTENERS TO PLATES STUD Q "SIMPSON" HDU5 SHEARWALL HOLDDOWN "SIMPSON" NDU5 SHEARWALL HOLDDOWN "SIMPSON" H25 HURRICANE TIE "SIMPSON" H6 HURRICANE TIE "SIMP50N" H1Z HURRICANE TIE TSIZ AS PER MANUF. .� AT CORNERS OF NEW BUILDING WALL5 AT GORNER5 OF NEW BUILDING WALL5 EACH RAFTER EACH STUD EACH STUD/RAFTER HOLLOW COLUMN DETAIL INBETWEEN FLOORS AT FOUNDATION Dom•"