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HomeMy WebLinkAbout39185-ZTown of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 37355 Date: THIS CERTIFIES that the building RESIDENTIAL NEW CONSTRUCTION Location of Property: 4430 The Long Way, East Marioin, SCTM #: 473889 Sec/Block/Lot: 30.-2-93 1/6/2015 .1/6/2015 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/15/2014 pursuant to which Building Permit No. 39185 dated 9/15/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with front and rear covered porches, rear stone patio, second floor balconies, second floor covered porch, two car garage under and partially finished basement as applied for. The certificate is issued to Patane, Alfredo & Patane, Josephine (OWNER) of the aforesaid building. I SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-01-0180 ELECTRICAL CERTIFICATE NO. 4032945 9/8/2014 8/9/2009 PLUMBERS CERTIFICATION DATED 11/10/2014 K & K Plumbing ' a Autho ' ignature Permit #: 39185 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) Permission is hereby granted to: Patane, Alfredo & Patane, Josephine 2804 Woods Ave Oceanside, NY 11572 Date: 9/15/2014 To: Replaces BP #37226: CONSTRUCT 1 FAMILY DWELLING W/2 CAR GARAGE UNDER, PORCHES & BALCONIES AS APPLIED FOR. REPLACES EXPIRED BP # 34755 At premises located at: 4430 The Long Way, East Marioin SCTM # 473889 Sec/Block/Lot # 30.-2-93 Pursuant to application dated To expire on 3/16/2016. Fees 9/15/2014 and approved by the Building Inspector. PERMIT RENEWAL $1,177.50 Tots I- .1.17750 Permit #: 37226 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) Permission is hereby granted to: ALFREDO & JOSEPHINE PATANE 2804 WOODS AVE OCEANSIDE, NY 11572-2135 Date: 5/18/2012 To: CONSTRUCT 1 FAMILY DWELLING W/2 CAR GARAGE UNDER, PORCHES & BALCONIES AS APPLIED FOR. REPLACES EXPIRED BP # 34755 At premises located at: 4430 THE LONG WAY EAST MARION SCTM # 473889 Sec/Block/Lot # 30.-2-93 Pursuant to application dated 6/8/2009 and approved by the Building Inspector. To expire on 11/18/2013. Fees: PERMIT RENEWAL $1,177.50 Total: $1,177.50 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL,FULL COMPLETION OF THE -WORK AUTHORIZED) PERMIT NO. 34755 Z Date JUNE 8, 2009 Permission is hereby granted to: ALFREDO & JOSEPHINE PATANE 2804 WOODS AVE OCEANSIDE,NY 11572 for CONSTRUCT 1 FAMILY DWELLING W/2 -CAR GARAGE UNDER, PORCHES & BALCONIES AS APPLIED FOR. REPLACES EXPIRED BP # 32173 at premises located at 4430 THE LONG -WAY EAST MARION County Tax Map No..473889-Section 030 Block 0002 -Lot No. 093 pursuant to application dated JUNE' 8, 2009 and approved by the Building Inspector to expire on DECEMBER 8, 2010. Fee $ 2,355.0-0 ORIGINAL Rev, 5/8/02 Authorized Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 32173 Z Date JUNE 30, 2006 Permission is hereby granted to: ALFREDO PATANE 2804 WOODS AVE OCEANSIDE,NY 11572 for : CONSTRUCT 1 FAM DWLG W/2 CAR GARAGE UNDER, PORCHES AND BALCONIES AS APPLIED FOR. THIS PERMIT REPLACES BP 30470 at premises located at 4430 THE LONG WAY EAST MARION County Tax Map No. 473889 Section 030 Block 0002 Lot No. 093 pursuant to application dated JUNE 30, 2006 and approved by the Building Inspector to expire on DECEMBER 30, 2007. Fee $ 2,355.00 Authorized Signature COPY Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD _. BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30470 Z Date JULY 8, 2004 Permission is hereby granted to: ALFREDO PATANE 2804 WOODS AVE OCEANSIDE,NY 11572 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH TWO CAR GARAGE UNDER, FRONT & REAR PORCHES, SECOND STORY FRONT & REAR BALCONIES AS APPLIED FOR at premises located at 4430 THE LONG WAY EAST MARION County Tax Map No. 473889 Section 030 Block 0002 Lot No. 093 pursuant to application dated JUNE 17, 2004 and approved by the Building Inspector to expire on JANUARY 8, 2006. Fee $ 2,355.00 Authorized Signature COPY Rev. 5/8/02 JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck, NY 11952 (631) 774"7355 Date: December 16, 2014 To: Town of Southold Building Dept Re: First Foundation Inspection Patane 4430 The Long Way East Marion, NY 11939 Permit#30470 To Whom It May Concern: �EDII I� JAN -5 2015 i BLDG. DEPT. TONIN OF SOUTHOLD This letter certifies that an inspection at the above mentioned property was made on 10/22/2004 and the foundation was installed properly and met all state and local codes at the time of install. Any questions feel free to call. P.E. 0 IT I I 10 -C3 OE, L3 r:G?JrL-JujujujjjjrmijrgmucL-Uiii E091 rLu-Jjjj EMU W J E H Li J CUUM-22ji romaijili cuij MAUI rjj 0 V i r_ji Iii RE R l� 1 E 1 ,Elr3 S5 I jrE3 'THIS 5 BY CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 5 40 FULTON STREET- NEW YORK, NY 10038 5' CERTIFIES THAT S 5 5 Upon'the applicati,on of upon premises owned by C5, ALL WAYS: ELEC.,CGRP. *-PANTANE Y-) 5 262 ORINOCO DRIVE 4480''THE 1ONGWAY - - EAST MARION, NY 11939, BRIGHTWATERSi, NY 11718, ee Located at 4430 THE LONGWAY EAST MARION, NY'l 1930 5 S. 5 Application Number: 4032946 Certificate Number:, 4032946 5 5' Section,: Block: Lot: Building Permit:,, BDC: ns'I'A 5 I the Described as a Residential !occupancy, wherein premises electrical system consisting, of ;electrical devices and wiring,, described below, located Won, the premises at: Basement, First Floor, Second Floor; r Attached Garage, Outside, Attic, A visual i,nspectiion, of the premises electrical system, limited to electrical devices and wirir�g to the, extent -detailed herein, Was conducted in accordance With the requirements of the applicable code and/or standardl promulgated by, the, State of New York, Department of State 'Code 'Enforcement and Admi,nistration, or other 5 authority having jurisdiction, and ,found to be in, compliance therewith on the3rd Day of, Aqgust,, 2009, 5 Name: OTy Rate Rging, Circuits TuneAlarm 5 and emergency equipment Sensor 2 '0 0 Carbon Monoxide 5' 0 0i Smoke, cS',Sensor 5 Appliances and Accessories Air Conditioner 5 0 Above 15000 5:Dish Cooking Deck 1' 0 Q Amps, Washer 1 0 1.21 KW Exhaust Fan 3 0 FHP 5 Furnace 1 0 Gas) Hydro Massage Tub (Therapeutic) 3 a Oven Z 0 8.9 KW' 5' Panels 5 5 1, 400 20 Service Service Disconnect: Z 150 cb 5 ,ServicelPhase3w'Service Rating800Amperes,5 cS Wiring And"Devices, seal Fixture 11 '0) Fluorescent Continued on, Next Page 'I of 2 S 5 5 5 This certificate may not altered: in any and is validated only !by the presence of a raised! seal at the., location ir�di'cated. 5 a jPLPLPLPtffiPr � � � _1 PL PL PL PL Pr PL PL Prj -L3 rL3 r@ r firpPffil]'i'�]EPr PCJ PL r@pr PL I E I PC Pr PC Pr PL Pr Pr Pr PU PE.PC.PLPPPLPPrLP MENOMIMMJIM rrE3U— WEUrjj&PLPLPr 01 , "r 'SS,BY 5 THIS CERTIFICATE,OF COMPLIANCE, THE' YORK BOARD OF FIRE UNIDERWRITER!'S3 5NEW S, BUREAU OF ELECTRICITY 5 40 FULTON STREET — NEW YORK, Nle 10038 5 5' CERTIFIESTHAT 5 5 Upon the application of upon premises owned by 5. 5 LOS, I I 5 ALL WAYS, ELEC-. CORP. ;PANTANE, 5 262 ORINOCO DRIVE 4430 THE LONGWAY SMINJI BRIGHTWATER8i NY ,1718�, EAST MARION, NY'l 1,939 11718„ 5 Located 01 01 CJ at 4430 THE)LONGWAY EAST MARION, NY 11939 R 01 �Number:� :Certificate Number: 4032945 4G32945! NO L C5Application, Section: Block: Lot: Building Permit:. B DC:, NJ 0, 5 rjSj 1, 5 Described as a Residential occu, ancy, wher6n the premises electrica[ system consisting of p5 75 electrical, devices and wiritng, described below, 'located in/on the premises at; Basement,, First Floor, Second, Floor, Attached' Garage, outside, Attie, 5 A inspection the limited to devices wiring to the extent detailed 5 5 visual of premises electrical, system, electrical and i herein, was conducted ' in accordance with the requirements of the applicable l code and/or standard ! by the State of New York, De,partment of State Code Enforcement and Administration, or other 5 promulgated authority having jurisdiction, and fol to be in compliance therewith, on the3rd Day of August, 2009. 5 5'Name, QTY Rata Rating Circuits LT—el Fixture, 134 D Incandescent 5 Outlet 145 0 Fixture 5 ` Outlet 146 '01 Gen, Purpose 5 Receptacle 1 0 20a -laundry Appliance Receptacle 1 0 20a Dryer 5 Receptacle 13, 01 GFICI Receptacle '78! 0 Gm, Purpose Switch, :90, 0 Gen, Purpose 5 S 5 5 S 5: S 5 5 5 S 15. 5' 55 seal 5 Z of 2;: S� "ills certificate may not be altered in any way and is validated only bythe .presence of a raised seal at the, location, indicated. S 10 rji:,] rapr-pr-1-13WLffl3r@ffl3PLPtr@ M PL f rL3 rC3 PLPLPL � 0 1 Ep Town Haq D-3095 Main Road P.O_ Box 1179 Southold, New York 11971-0959 �glltrut� c oy BUILDING DEPARTMENT TOWN OF SOUMOLD CERTIFICATION Date: Building Permit No. �3 n 1—( °-J (:) Owner. r cr6ea ji, ru G. (Please P )X23 5 I_ �'' �' Plumber_ v, (Please p t) Fax (631) 765-9502 Telephone (631) 765-1802 lead. I certify that the th solder used -in the water supply system contains less an 2/10 of 1% Sworn to before me this I (� day of 20� Notary p BONNIEJ- DOROSKI County Rmblie, gttteef New tri No. OID06095328, Suffolk Coun Term Expires July 7, 20 11„ - '�I 06Eft'a eme. (*=L JAMES J. DEERKOSKI, P.E. 260 Deer Drive ��� 2 7 2004 Mattituck, N.Y. 11952 a (631) 298-5506 - To: Town of Southold Re: Foundation Damp proofing Inspection Patane 4430 The Long Way East Marion, NY Permit# 30470 To Whom It May Concern: This letter certifies that a foundation damp proofing inspection was preformed on the above mentioned property and was all done correctly and is OK to Frame on. Any questions please feel free to call. P.E. 5 2005 HOLD To: Town of Southold JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 Re: Framing Inspection Patane 4430 The Long Way East Marion, NY 3 �3 Permit# 3047OZ To Whom It May Concern: This letter certifies that all wind strapping on the above mentioned project is in tact, and meets all state and local building codes. A Framing/Plumbing Inspection was also Performed on this Structure, and all framing and Plumbing was done correctly and also meets all state and local building codes. A pressure test was also performed on the waste/water plumbing systems. Any questions please feel free to call. P.E. JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck, NY 11952 (631) 774 7355 Date. December 16, 2014 To. Town of Southold Building Dept Re. First Foundation Inspection Patane 4430 The Long Way East Marion, NY 11939 Permit#30470 To Whom It May Concern: This letter certifies that an inspection at the above mentioned property was made on 10/22/2004 and the foundation was installed properly and met all state and local codes at the time of install. Any questions feel free to call. Sinc rely, R J Me J\ID P.E. 765-1802 BUILDING DEPT. INSPECTION [ ]FOUNDATION IST �j OUNDATION 2ND I,e+r"Idy" FRAMING [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ;�- REMARKS:/�✓c� �`5�.✓�..2-S DATE � ��L0L5." INSPECTOR `� '�,0K,7o-e- �� 3,)JI3 765.1602 BUILDING DEPT. INSPECTION [ ]FOUNDATION IST [ ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION - - -1 [ ]FRAMING [ ]FINAL [ ]FIREPLACE &CHIMNEY [ ]FIRE SAFETY INSPECTION r - REMARKS: t VJ�'-�57-%, I DATE . -(/4 INSPECTOR 765-1802 BUILDING DEPT. INSPECTI. N [ ]FOUNDATION IST [ ROUGH PLBG. [ 1 FOUNDATION 2ND [ FRAMING [ [ ]FIREPLACE &CHIMNEY [ /o'L7"- - REMARKS: ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION DATE PP,7- q so 1-7 Z IE Comm, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION IST P<ROUGH PLBG. ]FOUNDATION 2ND ]INSULATION FRAMING/ STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFEIJ( INSPECTION REMARKS: /4/,) DATE t-� I INSPECTOR "� -'), 113 rjf so .3 70 7, Coum, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ]FOUNDATION I ST X ROUGH PLBG. ]FOUNDATION 2ND ]INSULATION FRAMING/ STRAPPING FINAL FIREPLACE & CHIMNEY FIRE, SAFETY INSPECTION REMAPKS: ( 7Z--7-P-� 6) /. r6 r C' DATE. // -INSPECTOR _a L SOF SOpI TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST[ ]VG N PLBG. [ ]FOUNDATION 2ND [ INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: L DATE 3 `��L INSPECTOR OF SOUjy�lo coUNi'{,�"' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ] 1 CATION [ ] FRAMING/ STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT P7- ETRATION REMARKS:v fr-174iAs Gf AW CO/, �- C-r� �b `1 I i 12 ) ` `• DATE `� r � INSPECTOR OF SO(/T�olo ��yCOuur► 0� TOWN OF SOUTNOLD BUILDING DEPT: 765.1802 INSPECTION [ ]FOUNDATION IST [ ] ROUG LUMBING [ ]FOUNDATION 2ND [ ] 1 CATION [ ]FRAMING /STRAPPING [ FINAL [ ]FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ j FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) [ ]CODE VIOLATION [ ]CAULKING R RKS: �F'IC� d r DATE AA611INSPECTOR 0 �tjOP SO(/ryo o�yCOD TOWN-OF SOUTHOLD BUILDING -DEPT. 765-1802 INSPECTION ] FOUNDATION "1ST ] FOUNDATION 2ND ] FRAMING/ STRAPPING ] FIREPLACE A CHIMNEY ] FIRE RESISTANT CONSTRUCTION ] ELECTRICAL (ROUGH) ] CODE VIOLATIOA REMARKS: [ ]ROUGH PLUMBING [ ] 1 CATION [ FINAL [ ]FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION C ]ELECTRICAL (FINAL) [ ]CAULKING DATE /D/14 A` INSPECTOR_�Y� (/ TOWN OF SOUTHOLD BUILDING DEF kRTMENT TOWN HAJfL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined ��, 200 T Approved , 20 -054 Disapproved a/c Expiration , 20_1 1 BUILDING PERMIT APPLICATION CHECKLIST\ Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval PERMIT NO. 3070 y Building Inspector Survey Check Septic Form N.Y.S.D.E.( Trustees Contact: ato: M Phone: APPLICATION FOR BUILDING PERMIT INSTRUCTIONS Date 20 a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or ,zsed in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. , APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises Alfredo and Josephine Patane (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. _ Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 4430 The Long Way._ House Number Street County Tax Map No. 1000 Section 30 'Subdivision' Pebble Beach -Farms (Name) East Marion, N.Y. 119 Hamlet Block 2 Filed'Map No. 6 2 6 6 Lot 9 3 Lot 6 8 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy none 3 b. Intended use and occupancy New 4 -bedroom single-family house Nature of work (check which applicable): New Building X' Addition Repair Removal Demolition Other Work Alteration (Description) 4. Estimated Cost not yet known Fee not vet known (To be paid on filing this application) 5. If dwelling, number of dwelling units If garage, number of cars 4 1 Number of dwelling units on each floor. 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. n/a 7. Dimensions of existing structures, if any: Fror_t none Rear n/a Depth n/a Height n/a Number of Stories /a Dimensions of same structure with alterations or additions: Front n/a Rear Depth n/a Height n/a Number of Stories n a 8. Dimensions of entire new construction: Front 5 2 ' Rear 5 2 ' Height 33'8" Number of Stories 2 V N76°28130"E Size of lot: Front 81.01 ' Rear 80, Depth S 7 6' 28 13'011W epth 4 8 ' loll 283;.93'' 296.56 n/a 10. Date of Purchase i0/15/2001' Name of Former Owner John & Mary Ann Vrontos 11. Zone or use district in which premises are situated District 1000 Pebble Beach Farms Fact Marinn, N --Y- 11q1A 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re -graded? YES NO Will excess fill be removed from premises? YES NO X 2804 Woods Ave. Y/7 951-5/`%3 14. Names of Owner of premises ASJ Patane ' Address oceanside,N.Y. Phone No(516)678-8338 Name of Architect -4�Address zoo ev Phone N 22 Name of Contractor not Y.2t,known Ad ress hone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X._ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO X * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OFSUFFOLK) ALFREDO PATANE 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 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 21st ay of May 20 04 �--�� mei � Notary Public JANE FLATLEY Notary Pubic, State of NewYork No. 52-4665418, Suffolk County Commission Expires Dec. �O (AD AA AX 0-0,&L -?o BON- 11.7-9 s () tj-�e OZ4� t � -r- -I I Y, -Ilze al, J40s-- DEC 2 1 Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 May 16th, 2006 Giovanni Patane 24 Covert Avenue New Hyde Park, NY 11040 RE: 460 Island View Ln. SCTM # 053 0006 029 Dear Mr. Patane, BUILDING DEPARTMENT TOWN OF SOUTHOLD Fax (631) 765-9502 Telephone (631) 765-1802 Please be advised that your Building Permit 925513 issued Feb 2"a, 1999 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit, please submit a fee of $35.00 at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 631-765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 pF SOUjyolo Vs BUILDING DEPARTMENT TOWN OF SOUTHOLD April 20th, 2009 FIRST NOTICE Alfredo d Josephine Patane 2804 Woods Avenue Oceanside, N. Y. 11572 RE' 4430 The Long Way (New Dwelling w/ 2 Car Garage) SCTM: # 1000-30.-2-93 Telephone (631) 765-1802 Fax (631) 765-9502, Dear Mr. d Mrs Patane Please be advised that your Building Permit # 32173 issued June 30th; 2006 has expired. According to the Code of the Town of Southold, o Certificate of Occupancy must be issued before the use of the structure. To renew your Building Permit, please submit a fee of $2355.00: of that time we .can schedule an inspection by one of our Building Inspector's If you have any questions, please call us at 765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT Southold Town Building Department P.O. Box 1179 $4375 Main Road Southold, New York 11971 (631) 765-1802 Parcel ID: 30.-2-93 Permit #: 34755 Permit Date: 6/8/2009 Expiration Date: 12/8/2010 BUILDING PERMIT RENEWAL LETTER Dated: 5/8/2012 Applicant: ALFREDO & JOSEPHINE PATANE Location: 4430 THE LONG WAY EAST MARION Work Description: SINGLE FAMILY DWELLING CONSTRUCT 1 FAMILY DWELLING W/2 CAR GARAGE UNDER, PORCHES & BALCONIES AS APPLIED FOR. REPLACES EXPIRED BP # 32173 A FEE OF $1177.50 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: ALFREDO & JOSEPHINE PATANE Address: 2804 WOODS AVE OCEANSIDE, NY 11572-2135 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. No work is permitted or authorized beyond the expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 November 3, 2014 Alfredo Patane 2804 Woods Ave Oceanside, NY 11572 BUILDING DEPARTMENT TOWN OF SOUTHOLD Re: 4430 The Long Way, East Marion TO WHOM IT MAY CONCERN: Telephone (631) 765-1802 Fax (631) 765-9502 The Following Items (if Checked) Are Needed To Complete Your Certificate of Okcgpancy: "NOTE: Inspector is requesting Certification for the list Foundation since no inspection was done. Applica Ion Electrical Underwriters Certificate. A fee of $50.00. Final Health Department Approval. W. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 755-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 39185 — New Dwelling 12 - 5URVEY OF LOT 68 MAP OF PEBBLE BEACH FARMS FILED JUNE 11, IG -75 AS FILE # 6266 51TVATE: EA5T MARION TOM.- 5OUTHOLD 5UFFOLK COUNTY, NY SURVEYED 0'7 - 18 - 2001 HEALTH DEPT. 08 - 13 - 2001 SUFFOLK GOUNTY TAX # 1000-30-2-q3 CERTIFIED TO: ALFREDO PATANE Test Hole MGDOno lcl 6eos6ienr-e e1,56 ____ dark brown silty loom OL -' " � `X L''\ map bearing a lice sea iced surveyer5 sealuis a brown loamy It ML loloticn of s n -k sub-d:vl— 2, of the he w YarMate Edticn Low.° "Lney c^.pees frim th, thl, t lit" .IIb �y t. I, .5 arlglncl of urvey mars o!nsth, an orof Ne and Goinals eyar' stamped hall be nsderad tc be valid We brown silty sand r� 30% gravel 5M � si- by the Nen Ycri Malte Assaciotlan ei Professicral Land Surveyors. Sold certlilcoticns only shad run to he parson Fcr whom the z rvay Is CD Fri ' bol agency and Iending1.11m tion i. I a tc the sslgneos cf the lending InstiWtlan. Lertlilco- ucns are not tronsferoele to aearticrol msne�uons JONN C. EHLERS brown r � N.Y.S. LIC. NO. 50202 silty sand 10% gravel SM 369-8288 Fax 369-8287 REF.—\\Hp server\d\PROS\01-227A.pro brown floe to coarse sand SW 24' NOTES: SUFFOLK OF HEALTH SCHVICES PER IV11T Fon APPROVAL OF CONSTRUCTION FOR A APPRO FOR MA1111VAUM OF B�6P�9�i�`9 EXPIR• --S THREE YEARS FROM MUE aF AT-, .01P�.L el ;50 1z e1.4q test hole ® ' 00 40.0' D O W WATER -c W OSP-�------ e� _5 Pll ��1 ■ MONUMENT FOUND AREA = 23,18q S.F. ZONING AS SHOWN IS FOR R-40 NONGONFORMING SEGTION 100-244 WITH MAXIMUM LOT GOVERACGE OF 20% ELEVATIONS REFERENGE AN ASSUMED DATUM GRAPHIC, SCALE III= 301 V�ATO�N /\� �8 6 07 351 W 3r qW .716 ION REOUIRED SYSM '%3.93' i en's\ops rj�ild� 296.56, i/ 50.01 C;. rd,, e1,56 �' �'.'�i Saxl �? ` "UnauNarized alteroticn or addibpn to a s ey ry " � `X L''\ map bearing a lice sea iced surveyer5 sealuis a ! r� loloticn of s n -k sub-d:vl— 2, of the he w YarMate Edticn Low.° "Lney c^.pees frim th, thl, t lit" .IIb �y t. I, .5 arlglncl of urvey mars o!nsth, an orof Ne and Goinals eyar' stamped hall be nsderad tc be valid We � \ / r� !stag Lcde cf Pr t!ce for Surveys adopted � si- by the Nen Ycri Malte Assaciotlan ei Professicral Land Surveyors. Sold certlilcoticns only shad run to he parson Fcr whom the z rvay Is CD Fri ' bol agency and Iending1.11m tion i. I tc the sslgneos cf the lending InstiWtlan. Lertlilco- ucns are not tronsferoele to aearticrol msne�uons JONN C. EHLERS LAND SURVEYOR r � N.Y.S. LIC. NO. 50202 �CD 369-8288 Fax 369-8287 REF.—\\Hp server\d\PROS\01-227A.pro Lo am C;. rd,, �' �'.'�i Saxl �? ` "UnauNarized alteroticn or addibpn to a s ey ry " � `X L''\ map bearing a lice sea iced surveyer5 sealuis a ! r� loloticn of s n -k sub-d:vl— 2, of the he w YarMate Edticn Low.° "Lney c^.pees frim th, thl, t lit" .IIb �y t. I, .5 arlglncl of urvey mars o!nsth, an orof Ne and Goinals eyar' stamped hall be nsderad tc be valid We � \ / su Lertl`Icoticns Intlica[ea hereon signify that this rvey'was p•epared !n accordance with the ex- !stag Lcde cf Pr t!ce for Surveys adopted � si- by the Nen Ycri Malte Assaciotlan ei Professicral Land Surveyors. Sold certlilcoticns only shad run to he parson Fcr whom the z rvay Is and on Ms behalf to q title c j �eparad. heracn,noad ' bol agency and Iending1.11m tion i. I tc the sslgneos cf the lending InstiWtlan. Lertlilco- ucns are not tronsferoele to aearticrol msne�uons JONN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.—\\Hp server\d\PROS\01-227A.pro 5URVEY OF LOT 68 MAP OF PEBBLE BEAGH FARMS FILED JUNE 11, IL-15 AS FILE # 6266 51TUATE: EA5T MARION TOWN.- 5OUTHOLD 1 5UFFOL-K COUNTY, W SURVEYED 01 — 18 — 2001 HEALTH DEPT. 08 — 13 — 2001 FOUNDATION LOCATION 10-2-7-2004 SUFFOLK COUNTY TAX # 1000 — 30 — 2 — ci3 CERTIFIED TO: ALFREDO PATANE NOTES: ■ MONUMENT FOUND AREA = 23,186 5.F. GRAPH I G SGALE 1 Ft = 30' 61 3; q -7 a -Zg�- NEW �V� 4rT%z' °thauthorized alterptlon or odditlon !o a survey mavlolallanp bearin oa licensed land surveyor's seal is o F section 120q,b othe Y,,k Stote Ed—tlo Law° !• 1 4'W {!i m °Only coples From the original of thls survey fFiiy�, arkad with an origiriol of the loud surveyor's ��� N stomped seal shall be consdered to be valid lrve ,y _ copies° f i� °LerGFicatlons indwaked hereon kr sBgnlfy that this ` � r ey was prepared In aworoonc Rh the ex- isting Lotle of Practice fpr Land Si p F adoptee * ®e w by th® New York Stats Association of Professional Lard Surveyscrs. Sod certlFicatlons shall rvnonly to the pe on For whom the wrvdy is aprepa�rad, on his behalf to the title company, 9 eo an- �d6�Yt tat agency aW lendhg Institution listed here nand Lo tha assignees of the lentlirig InsklWllon. GertiFlca- - � dons are not transferable to otldltional Insll[vtlans JOHN Co EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REFA\Hp server\d\PROS\01-227A.pro 5 U RV EY. Of, LOT G8 MAP OF PEBBLE BEACH FARMS FILED JUNE 1 1, 1975 A5 FILE NO. G2GG SITUATE: EAST MARION TOWN: 5OUTHOLD 5U FFOLK COUNTY, NY SURVEYED 05-15-2014 SUFFOLK COUNTY TAX # 1000-30-2-93 CERTIFIED T0: ALFREDO PATANE SUFFOLK COUIN!TY DEPARTMENT OF HEALTH SERVICES APPROVAL or CouSTRUCTED WORKS FOR A SINGLE FAMILY RESIOENCE ,Date SEP 0 9 2M4 H.S. Ref. IPSO. Flo -01—c>122 The sewage disp and w81e? suppiy facilities at this iota; on iiave been in aWfr�ftd bV ft Depafisnent or oin.s agencies and fond to besadsfaWj_. i_AfliAlAM1U ._� BEDROOMS. Managemwt N e � E_ cs S N o C1� O X01 69 0� 3 x x x A•25 � Zg3v9x X X— DRAIN ' 1D D'otA Ive�'NX STONE O� _ X28 3�,IW F�, 57 6 06 5 vQ_� 6 b 5T0N4 --- 120 A----- PAT10 _-- 0 La �u x x x I�, C� YN iL map bearing a licensed land surveyor's seal is a violation of section 7209, sub—division 2, of the �x.x cza New York Stale Education Law." OOV�RE� "Only copies from the original of this survey marked with an original of the land surveyor's MASK G o W —X—X— WIRE DEER FENCE ` O� II O N o 0 HOVgE o STONE P PT10 /0)ZO MP5 Gt RIVERHEAD, N.Y. 1 1901 3G9-8288 Fax 3G9-8287 S J Fp LAND CA g GPR Iong151andland5urveyor.com tions are not transferable to additional institutions •'� RY CLQ n I -2�D7 0— w Ag,1 STONE x2 2; S WALK c lX�x�x�x DRAIN ' 1D D'otA Ive�'NX STONE O� _ X28 3�,IW F�, 57 6 06 5 vQ_� 6 b 5T0N4 --- 120 A----- PAT10 _-- 0 La 1611'off lelel I�, C� YN iL map bearing a licensed land surveyor's seal is a violation of section 7209, sub—division 2, of the 296 56, W cza New York Stale Education Law." W "Only copies from the original of this survey marked with an original of the land surveyor's \_0� 67 l� SEP 12 2014 BLDG. DEPT. TOWPi Of SOUTHOLD "Unauthorized alteration or addition to a survey I�, C� YN iL map bearing a licensed land surveyor's seal is a violation of section 7209, sub—division 2, of the 5 AUMONUT FOUND ®J E EHL®� New York Stale Education Law." WOOD FENCE "Only copies from the original of this survey marked with an original of the land surveyor's stamped seal shall be considered to be valid true copies" "Certifications indicated hereon signify that this survey was prepared in accordance with the ex— —X—X— WIRE DEER FENCE ` O� isting Code of Practice for Land Surveys adopted by the New York. State Association of Professiona (� r� HCl Land Surveyors. Said certifications shall run only C(i to the person for whom the survey is prepared, and on his behalf to the title company, governmen— RIVERHEAD, N.Y. 1 1901 3G9-8288 Fax 3G9-8287 S J Fp LAND tat agency and lending institution listed hereon, and to the assignees of the lending institution. Certifica— Area = 0.532 Acres Iong151andland5urveyor.com tions are not transferable to additional institutions NOTES: 5 AUMONUT FOUND JOHN C. E H LE R5 LAND 5 U RV EYO R WOOD FENCE ❑ METAL FENCE —X—X— WIRE DEER FENCE G EAST MAIN STREET N.Y.S. LIC. NO. 50202 Area = 23,189 5c1. Ft. RIVERHEAD, N.Y. 1 1901 3G9-8288 Fax 3G9-8287 Area = 0.532 Acres Iong151andland5urveyor.com GRAPHIC 5CALE I1l= 301 n I -2�D7 i Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.6 Release i Data filename: Untitled.rck PROJECT TITLE: HOUSE COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non -Electric WINDOW / WALL RATIO: 0.23 DATE: 06/16/04 DATE OF PLANS: 06/2004 COMPLIANCE: Passes Maximum UA = 856 Your Home UA = 831 2.9% Better Than Code (UA) Ceiling 1: Flat Ceiling or Scissor Truss Wall 1: Wood Frame, 16" o.c. Window 1: Wood Frame:Double Pane with Low -E Window 2: Wood Frame:Double Pane with Low -E Window 3: Wood Frame:Double Pane with Low -E Window 4: Wood Frame:Double Pane with Low -E Door 1: Glass Door 2: Glass Door 3: Glass Wall 2: Wood Frame, 16" o.c. Window 5: Wood Frame:Double Pane with Low -E Window 6: Wood Frame:Double Pane with Low -E Door 4: Glass Wall 3: Wood Frame, 16" o.c. Basement Wall 1: Solid Concrete or Masonry Wall height: 8.0' Depth below grade: 3.0' Insulation depth: 3.0' Floor 1: All -Wood Joist/Truss:Over Unconditioned Space Gross Glazing Area or Cavity Cont. or Door rim R -Value R_ValueU Factor JCA 2689 38.0 0.0 81 2190 21.0 0.0 88 39 0.300 12 3 0.310 1 350 0.330 116 45 0.340 15 102 0.330 34 68 0.340 23 38 0.360 14 1788 21.0 0.0 77 249 0.330 82 9 0.300 3 179 0.340 61 824 15.0 0.0 63 309 10.0 0.0 91 2689 38.0 0.0 70 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief, and professional judgment, such plans or specifications are in compliance with this Code. Builder/Designer Date V REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.6 Release 1 DATE: 06/16/04 PROJECT TITLE: HOUSE Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-38.0 cavity insulation Comments: Above -Grade Walls: [ ] 1. Wall 1: Wood Frame, 16" o.c., R-21.0 cavity insulation Comments: [ ] 2. Wall 2: Wood Frame, 16" o.c., R-21.0 cavity insulation Comments: [ ] 3. Wall 3: Wood Frame, 16 o.c., R-15.0 cavity insulation I Comments: Basement Walls: [ ] 1. Basement Wall 1: Solid Concrete or Masonry, 8.0' ht/3.0' bg/3.0' insul, R-10.0 cavity insulation I Comments: Windows: [ ] 1. Window 1: Wood Frame:Double Pane with Low -E, U -factor: 0.300 For windows without labeled U -factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 2. Window 2: Wood-Frame:Double Pane with Low -E, U -factor: 0.310 For windows without labeled U -factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 3. Window 3: Wood Frame:Double Pane with Low -E, U -factor: 0.330 For windows without labeled U -factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 4. Window 4: Wood Frame:Double Pane with Low -E, U -factor: 0.340 For windows without labeled U -factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 5. Window 5: Wood Frame:Double Pane with Low -E, U -factor: 0.330 For windows without labeled U -factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 6. Window 6: Wood Frame:Double Pane with Low -E, U -factor: 0.300 For windows without labeled U -factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: Doors: Door 1: Glass, U -factor: 0:330 Comments: Door, 2: Glass, U -factor: 0.340 Comments: 3. Door 3: Glass, U -factor: 0.360 Comments: 4. Door 4: Glass; U -factor: 0.340 Comments: Floors: 1. Floor 1: All -Wood Joist/Truss:Over Unconditioned Space, R-38.0 cavity insulation Comments: Air Leakage: Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air -tight assembly with a 0.5" clearance from combustible materials. If non -IC rated, the fixture must be installed with a 3" clearance from insulation. Vapor Retarder: [ ] I Required on the warm -in -winter side of all non vented framed ceilings, walls, and floors. I Materials Identification: [ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ) I Insulation R -values and glazing U -factors must be clearly marked on the building plans or specifications. Duct Insulations [ l I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] I Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ l I Supply ducts in unconditioned spaces must be insulated to R-8. Return ducts in unconditioned spaces (except basements) must be insulated to R [ ] I Return ducts in unconditioned spaces (except basements) must be insulated to R-2.. Insulation is not required on return ducts in basements. I Duct Construction: [ ] I All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), I mastic -plus -embedded -fabric, or tapes. Tapes and mastics must be rated UL 181A or. UL 181B. Exception: Continuously welded and locking -type longitudinal joints and seams on ducts I' operating at less than 2 in. w.g. (500 Pa). ] I The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: Separate electric meters are required for each dwelling unit. Fireplaces: Fireplaces must be installed with tight fitting non-combustible fireplace doors. Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State, the Residential Code ofNew York State or the New York City Building Code, as applicable. Service Water Heating: Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 T or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by nl2e Sizes Heated Water Non -Circulating Runouts Circulating Mains and Runouts Temperature (F) jp to 1" lip IQ 1,25_' 1.5" to 2.0" Ovar 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pi a Sizes Piping astem TXpes Range(1F 2" Runouts 1" and Less25'1. , to 2„52. ' to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) 0 tea- x--13 3 0 11 7 0 q-- lbv� W/ -0 /IJUA-�f 3 2005 j VV ! OF SOi1I HOLD 1ST. FLOOR PLAN NOTE, WINDOW GLAZING MUST BE DMANGED TO TEMPERED GLASS 2ND. FLOOR PLAN SCALE: 1/8" = 1'-0' , t 4 , _ i S ♦, J r , t. r i , L lk- :1 E ,R I I 'hR 't 1 . •'r:.• r • "t. `:'1- 1 .•._•''- O':EMF,t, I -E ! _ L , - . -- -.- r. : , , ' w . . :.• 1 r •,L' - • ` r . r� . , . •-, .., .,r_ •_O, , N R• .0 Or tt P • ' -� � c . , .i, .- , P .G . •.'_ . ; _ •S. - • -_ , ',• Y USE;• D 11 O• r •G,. , A _ • - ..- .' ! . .0'U'S P-•R .• .Or - _P ER { -L: 7jjl�ir� N EE DR.- , E: r LA E„ D W I I „T•. H` " .A • '- L'° V • A• rNE N7' , r1 ED ; „ '_l• -. _.. •_, r,, - -,• . r .-• ' - ,,1�5.9 .,• .� , - • , ';", .•', .A Sr P.4H.- A. . Lt °T- , SHINGLES _,.INt., G' •-L-E�-'il' '#S S_^ H A L' ,"Ft L ..,_ .i• --.- . 8- , _. A_,: _ L' t• r,r `G . W -./- N_ . .G, . Or L_ . O • _, t _ A - , Sl LAYPLYWOO UNDRLAYMZBE Z4@L8SE FANDFA5TSPECIFIED BY•W/ PiTCOF• ESS THAN 3n2 S OTES: NAILS OVER SUBFLOOR STAGGER -J INTS •NIG4NE5s A5 REQUIRED RO F5 N ALL B :•i: - _.E RR:RDOFED OLL RODFlNGOR4'PLY CONsULtDRAW,G8•FORFI FINISHED FLOOR W/GENERAL- NOTES: SHALL E MN' I. RRlGYPSUM SU21. WHERE it IS INDICATED "ALIGN CONTRACTOR IS TO MAKE SURE DETAILS. W/ i GI-OFLE55 THAN i/12 SHALL NA �4 LYR THICK EXTc 1RGRADEELYWOODtNATALtGNMENT 15�tRUE'AND WERE INDICATED, CA 62 ' E TNG'ATROOFINGONLY NAILED 8 WALLEVERYBE BEARING, GOVE�EDWITN 15� FELT, THESE GENERA.NOtESAPPLY T ALL AND DRAWIfGSNTHI5 O RD RIGNt PAST XISLNG PAR7171ON ORGOLLIMSET AS TH Y• APPEA 'HE EN OR TYVEK -ANDSUPPORTEDT EACH DG -ON 7HE DRAWNGS ANDSNALL ONTR .`. •; .„ • .„'i,, a• N I... {1 I tr 1 , • ' , , •Sr'' :-.. r.- . ; - f . - ..-- '' .� t;'Y1.:, ,• i,tll ,r -., S,••-1, '- ,• , ••-. . . _- m -.g .; - _ t e- t- ff• i T..-• i1 Rt� .'.,- " , •r -, �- ^( A- '>` at1 •�'L Fr 1, 4 0� �`.11�•,7'L -C'M _1R OT� l 1L-1•�tT .8- . -b_ � ,6BE IN tAL ED 8Y,tNE CAGTOR IN STRICT T GGORDANGE11TNSESTATE ENERGY.,Y" NOTES" 63.FININD'SI INGS ALL BEASSHO� 2. CONTRACTOR 15`tO VERIFY AL DN JDBBONDITIDN NYS -AND I -TO NOTIFY ARCHITECT IMMEDIATELY OF ERRORS •ROUGH ST EL. VA A4�. .• - �. i= N- aS;-1r - T8ELOW CRADE 'MANUFACTURER'S SPECIFICATIONS S-1-@TNE 1 �GRAWL,'AC 'TO HAVER Rt IDMSULATIONZSSONS EFORE SUBMITTING 15106, OR GO"1ELACING fLOOK ABOVE SPACE. USED FOREXTERIOR WORK WALL1315- E DIPPED, R 19 INSULATIONION IN WORK. - b - EI HERNOt OMPATIBLE ZING-GOATDOR STAINLESS AND SHALLBEC MATERIALSWITH WMIGH THEYARE USZ8w GENERAL CONTRACTORTD PROVIDE ANY TEMPORARY SHORING, 3WORKCS O BE DONE IN ACCORDANCE WI NRULES AND REGULATIONS UNDERPINNING ANOR TEMPO ARY-STRUGiURAL WOKE VRED WITH•TN 2. ALL 2X6 WALL`PART OSTO HAVE R- 9 IGH DENSITY, FOL FACED V NJU IS IG iON. ANY DISCREPANCIES, FOR tHEAD QUAt EXECUTION OF 7HE108. OF'�OYEMI'1ENt-OFHANSUCATION. FORE BASE COVE WINDOW D00 MOLDING%CASING SHALL CONFO�"TO' BE BROUGE ATTENTION OF THE A CHITEG7BE14T TO THE .TO HAVE R-3@'HIO N3. ROOF GED145ULATIODENSITYCRAFT AowNERs EPROC EDING WITH ANY PORTION OF WOK�ALL PERMIT FEES,,,— INSPECTION FOR FILING, sMALLBE WALL BE MINIMUM OFd191 AN SMALL RISE FOUN AGENERAL'DONTRdGTDR S ANDOWER1sRESPONSIBILITY.81MIM1MUM. TES" CERTIFICATESOF TH RMAL AN D'M-O1 S�URE•PROT C 0 TI N • 29w FURNISH AND IN5 ALL ALL NSU T ON'AND WEA HESTI FOL(NDATION SOILTO NAYG2 TON%SQFT NO FOOTING O BE OT PROTECTION OF XI57IN6 AREA IN STRIGtACCORDANCE WITH NYSr ENERGY GODE REQUIREMENTS ROIGHOUT UNLESS OTHERWISNED.4. CONTRACTOR IS 40 PROVIDE PROA SALL`BE 1/2F.C.TN 'AND NEW WOK SITE AND WHERE MADEQUATE PRTEG71ON IS TEMPERATURES BELOW 30 3@. ALL PLUMBINCPASSING TMROUGHUNHEATEDS ACES O E Z: ANCHOR BOLTS TO BE i/Z , Xi@ LONG MIN,FAsTLNatNO.0.FOR i NG5 AND 8OG FOWALL• PROVIDED, THE CONTRACTOR IS TO REFINISH SURFACES AT LL BE USEDAt. �APPLIGAtIONS. METAL,CORNER BEADS HALL 35@@ LBS PSI:GA AGIY"JOINTS •3 BE DWELLIN INSULATED. 01N OUTSIDECORNERS. SHALL BETAPED, SPAGKLED.AND ONGRETE O MiX WIT /ACAN ' :Fw,1':• �w ' l 4 n _" ,1• !-' ' , 4u)w �-• o -F• 1; -- t. E, , -0 -•-- ..r ,I3 ' ,'•.t '©r m ` -i_• 9,►'o � t•-ro� 1 oc ' ' a- • - 1 •a T, O 1,,j• ` '. W,>r - _ ' 1 NO,n '•.,' E ${-•, Uo,1C•s 3 ►A,-6 - . -•-,T- EANDEDSMOOTH POLISHED AND READY FOR PAINTING.- FINISH ALL,4.•TERM1TE SHIELD = O E ALUMINUM Pd25 THICK 5. CONTRACTOR 31. USE COPPER OR.ALUMNUM PRE -BEN! FLAHING AT ALL CABLE ENDS. BLE FOR REM0OF DEERIS. INTERIOR E VNG AREASAND CLOSETS ONTT WITH M450RY TO BE WOLMENtZED.' C(\WALL51RFACES iN LIIPRODUCEDAS ARESU T OF ALL WORK BY, THE I 51 GOVTRAGTORS .L ODC 'ADPLY WAiER PROOF GYP�UtBADAT�WITH GW LLBO R .'" ' OR S AND EAVES SMALL PAVE OR ALUMINUM TRI PPRO I ATECOLOR RLY2NX2n WItHDRIP DGE DOWN uAOR TEIR OWN INSTALLATIONS AND SHALL LEAVE AREAS BROOM CLEAN 32. BOTH GABLE ENDALL BATHROOM WALLS ANDGUNLESS OTHERWISE NOED. ROJ CTN0TE S MPLETION OF u WALL M T N A ADJACENT TRIM COAL B RAND ONE WOOD8. CLOSE 5 SHALL BEEQUIPPED WITH GH 6. PAR94.TO E BEST MY KNOWLSLIGE BELIEF TITIONBEDIM NSIONED F OM FiNISM TO FINISH UNLESS1 JUDGEMENT THESE PLANSARE -IN COMPLIANCE WITH THE NEW YORKOTHERWISE NOTED.- 33. APPLY ONE LAYER OF-TYVEK VAPOR BARRIER TO EXTERIOR SURFAGE OF H t SHELF AS I ECTED BY THE OWNER "LNEN CLOSETS HA 5 SHELVES. MAXIMUM SPACING FOR 14ELF SUPPORTS SHALL PPNG HORIZONTAL SEAMS 2" MR -AND STATE ENERGY CONSERVATION CONTRUCTION CODE.PLYWOOD HEATHNCLABE 32 O.C.MIN 'ALL WO}UNDER TWE GONTRAC7ORS1GONTRAGT SMALL E VERTICAL 5E M 6" IN. 69w INSTALL WOOD TRIM AROUND'ALL OPEN AND WOOD BASES 7E LGUARANtEE FREE DEFECTS FOR A PERIOD OF ONE YEAR FOR CAGCEPtANCE OF THE COMPLETED PROJECT. '34. APPLY ROOF WITH GALVANIZED ROOFING NAILS OF PROPER REQUIRED'OMPLETE INSTALLATION USCLAMSHELL•OR COLONIAL STYLETR MAND FM15 A5SELE TED Y.LTGTM TO PENETRATE SHEATHING GOMPLETELY. 8 ALL WORK SHAL 'CONFO "T THE REQUIREMENTS OF THE N YS '@:ALL VERTICAL- JOINTS AT,TRIM IM AN SIDiVCARE tDBECAULKED 'UNFOMFIRE PREVENTION AND UILDNCCODE AND SMALL CONFORM 35 ALL SHINGLES TO BACKED TA 5. CAULKING IS TO BE COMPATIBLE WITH MATERIALS WITH WNIGH IT IV .4RCH/TECT GLE STYLE AND COLOR SHALL BE AS SELECTED BY OWNER OR'-` THE AND/O OWNER`SHALL OBTAIN 36: NTO ALL REQUIREMENTS OF ANY OTHER AUTHORITIES HAVING JURISDIGTIbNI AND E FOR ALL REQUIRED PERMITS,INSPECTIONS CERTIFICATES,t0 MATCH EXISTING AS REQUIRED, IF O NOTED ON DRAWINGS' "TESTS AND'SURvE PLUMGING REQUIf2D TO DIVE AND LEADERSAS RT3'. INSTALL ALUMINUM GES DICATEDAND AS PER CONTRACT ALLFIXTUR9r' PROVIDE SNGLE-STATION SMOKE-DETEGTMG ALARM DEVICE ON EACH ALL RAIN WATER FROM ROOFGUTTERS TO BE OGEE SHAPED APPROX., A5 REQUIRED -FNIS:COLOR TO MATCH ADJACENT- WITH OWNER WITH PIPING OF HOT AND COLD WATER FLOORAS PER NYS. BUILDING CODE PART 1171.5. WINDOWS THAT 5nX41DEEP WiTH BAKED,ENAMEL SERVE AS OPENINGS FOR EMERSENCY EXITS'MUST COMPLY WiTH.N.Y,S. TRIM. BY FIXTURES WITH ALL REQUIRED FITTINGS. 'BUILDING: CODE PART 114TO E NAD 12. INSULATE ALL PIPNG_A5 REQUIRED BY N.YS. BUILDING CODE.•'38. PROVIDE SUPPORT STRAPS'FOR GUTTERS'41 OCMIN. LE. OR AND FERLE S NOT TO ROOF UNDER SNLETAB.. NAILER@. STAIRS DOORS AMC) EXITS SMALL COMPLY WITH YS BUILDING ACCEPTABLE -'ALL BATHROOM FIXTURES TO OWNCODE PART 113. RAILNGS AND HANDRAIL, BOTH INTERIOR AND13. PROVIDE SPECIFICATION O= 'OWNER 'SMALLBEDESIGNED TO RESIST A LATERAL IMPACT AT PRIOR.t0 SIGNING OF CONTRCT AS DETERMINED BY EItNER L BE M39. SUPPORTS FOR LEADES'SHAL5, O.C.O.C_ MATCH LEADER sOR BATHROOM FIXTURE SCHEDULE, IF SHOWN ON DRAWINGS. -9AX 714E TOP EQIVALENT TO'A MIN. LATERAL LOAD OF 50 LBS. PER AND GUTTER COLOR WITH EXTERIOR TRIM. FOOT.*,14. ALL PLUMBING SHALLBE M STRICT, CONFORMANCE WITH NYS. 40. PROVIDE ALL ELBOWS, CONNECTIONS, DOWN SPOUTS WITH STRAINERBUILDING TEST HOLE11.' CAULK AND FINISH ALL wINDOWS'AND DOORS AS REQUIRED. INSTALL GLARININ END GAPAND ACCESSORIES `A5 REQUIREDFO •A COMPLETE METAL FLASHING AROUND ALL ROOF PENETRATIONS. =-AS INDICATED MINSTALLATION. 15:TIE NEW FIXTURES INTO EXISTING LNESHOWER STALLS, FIXED'PANELS AND BATHTUB ENCLOSURESDOOS, THE PLUMBING SCHEMATIC. i SHALL COMPLY WITH NYS. BUILDING GODS PART54. PROVIDE PRECASTCONCETE LASH BLOCKS AT ENDS OF EACH ' LEADER,'8"X24" WITH COVED SURFACE t0 DiRECT WATER USE P.V.C. -76. PLUMBER TO OBTAN PERMITS t PAY FOR SAME. 12. CHIMNEY OUTLETSSHALL'NOT BEJ:OWER THAN THE TOP OF ANY WLEADER BOOT WHERE DRAINAGE IS PIPED TO DRYWELL. DRYWELLS OW WITWIN'2@ F, NOR LESTHAN 2 FT. AOVE THE C"BUSTILE TO BE SIED FOR 6" OF RAINFALL IN 4 14R 11. PLUMBER TO DESIGN AND INSt LL HEATNG GONVECTOR5, HEATINGWINDPLAN 'PART OF THEROOFORBUI OMCWIt141N i@ F1: ATTICS 70 NAVE ITE WAY PLANT, ETC. OUNERNTRC. W H OVDE A MINIMUM OFE l) SQFT. OF ATTIC,ENTILATION FOR EYACCESS AND CROSS VENTILATION A5 PER N.Y. BUILDING GORE. 42.P 8. PLUMBER IS RESPONSIBLE FOR THE PROPER EXECUTION -off SOFT. OF. CEIL NG'BELOW:` ALL ENNERNBALANCINof THE SYSTEM ANTHE .301 -LE OF ABSORBNG WATER SHALL OF -SCALE - 13. ALL INSULATION WHICH 15 CAPAB ' ,p )' , \1�T , R- ,•„•{ { ' . , ,- , t y4 .�t�,•:,,?.� •",y�,„ ;.'.', , BE OTEGT ED 8Y, A VAPOR BARRIER LOCATED ON THE WINTER WARM " ' CERTIFICATION OF TESTS. ' PR 43. FURNISH AND INSTALL VINYL LOUVER, RIDGE AND SOFFIT VENTS . I N A ION.; INSULATION SHALL BE INSTALLED IN ! SIDE OF -THE I SUL t WITH BAKED ENAMEL FINISH OF COLOR TO MATCH'ADJACENT WORK;' : - '19. PLUMBER I5 TO VERIFY,THERMOSTATLOCATIONS WITH A MANNER THAT. PROVIDES CONTINUIT-' AT PLATE LINES, SILL LINES ARCHITECT FOR APPROVAL BEFORE WITH INSTALLATION INSTALLED N ACCORDANCE WITH N.Y.S. BUILDING CODE. , . PROCEEDING r j • AND COMERS.' FOAM PLASTIC INSUL.4TION SHALL COMPLY, WITH N.Y.S.- OR RELOCATION BUILDING CODE PART il9z. ` . • _ ELECTRICAL. " , -' ' T IFY TH,44 HVAC SYS! IS IN GOOD 7 Y COMPLY WITH THE NY.S. ENERGY CODE AND 44, ALL ELECTRICAL WORK SMALL BE PERFORMED IN 87RICt,;A000RDANCE W. PLUMBER 15 O VER EM - r 14. PLANS SUBSTAN IALL OMPL WORKING ORDER AND FREE OF LEAKS. ; '' . , DISTRICT:'' . CLA55 FICATION:- DESIGNED BY THERMAL RATING MET PART b OF CODE. ALL WALLS, . • WITH THE NATIONAL ELECTRIC CODE LATEST EDITION AND ALL t MAP: FABLE BEACH FARM " Y 1 4A P : FLOORS, CEILINGS HAVE R-2@ INSULATIVE VALUE APPLICABLE hOCAL CODES. UNDERWRITERS CERTIFICATE SHALL BE 81. PLUMBER 70 OBtA1N ALL PERMITS t PAY 1=0R SAME. ,• i ZONING: -4@ OBtAINED AND PRESENTED TO O11NER UPON COMPLETION OF ALL WORK " SEG.:° @@-244 BLOCK :'.= LOT:'"68 15. CONTRACTOR IS RESPONSIBLE FOR "METHODS AND MEANS" OF" 82.. LUMBING WORK INCLUDES ALL WATT HEAT WASTE AND GAS LINES WITH �- CONSTRLIC710N. CARPENTRY FINISHES: FIXTURES, FITTINGS,'! -TRIM. SOLDER'TO BE 95-5 TIN/ANTIMONY. WATER _ ING AT t'11-HE1GNt , F • , . �• • , , ' • ' ' 45. EXTERIOR WALLS t0 HAVE HORIZONTAL BRAG D . ` „ . , - . „ _ 'AND HEATING, LINES RUNNING N EXTERIOR WALLS AN UNHEATED FRONT -YARD SETBACK REQUIRED:' 16. ALL ELECTRICAL WORK TO BE UNDERWRITER APPROVED. AND DOUBLE STUDDIW_%AL .-t AL OPENW-18. , 'SPACES TO BE INSULATED'.*. - - , SIDE YARD, SETBACK REQUIRED: , ' , REQUIRE , REAP, RD SETBACKRE E FIXTURES' SHAL J - , 46 ALL FLOOR JOISTS •SU ORTING BATHROOM L B - } . .. LL L R O PP 1'1. MINIMUM WIDTH OF STAIR TREADS SHALL BE 9";1 1/8 N65M FOR 83. FLOORS IN TOILETS SAND BATHS 'TO `RECEIVE CERAMIC TILES. - " TICAL L N DOUBLES OR 12 O.C., WHICHEVER CONDITION iS DEEMED PRAG CLOSED ISR 9 FOR -OPEN RISER L ED R E OR • , . . r SPECIFIED OWN ... - • .. - ., A5 SPEC F ED BY ER .. , IN THE FIELD. " { , - - ._ .. • f' - • ' EXISTING LOT'AREA SF. • - r " •• n. ; + 4'1. EXTERIOR PLYWOOD SHALL' BE 5/8 THICK CDX,� NTERIOR FLOOR ' n' E ER P D IG eNALL'INGLUDE:` DEMOLITION ALTERATION OF {' MAXIMUM BUILDING LOT COVERAGE: 20• „18. MAXIMUM RISER HEIGHT SMALL BE 8 1/4 NO VARIATION EXCEEDING „ n 84. ELECTRICAL WORK " " . ,. ,' ..• ' N - - -. , ' . PLYWOOD SMALL.BE 3/4 ,,THICK WITH BATHROOM FLOOR TO BE , „ ' { ' � -" - , ; , - s•" :' .,-, : '. '} , 1/8 IN HEIGHT OF RISERS IN ANY ONE RUN OF STAIRS. EXISTING ELEC. WIRING AND',NEW WORK AS CONDITIONS REQUIRED. BUILDING AREA- 2,653 PLYWOOD WiTH 1/2" DUROCK BOARD:'. ' LOT' COVERAGE= 11.48 9a S 20%, OK Y i THE ELEC. CONT'R. SHALL` INSTALL ALL ELEC. DEVICES t HVAC . 19. rSTAIRS AND RAILINGS MUS! CONFORM TO STATE CODES '113, 1353 '48.'ALL` 6YPSUM WALLBOARD IN BATHROOMS SHALL BE 1/2 WATER - REQUIRED SERVICE AND PANEL UPGRADING. ALL _ . .. . , SYSTEMS ,AND RE • • - " , , _ .. - ` , � „ • -; AND 'l64. MINIMUM CLEAR HEADROOM AT STAIRS SHALL NOS BE LESS RESISTANT TYPE AND WONDERBOARD WALL -BE INSTALLED M ALL t , - 'WORK TO BE IILAPPROVED:. L , , ,. - - , c , .MAXIMUM 'CsROSB FLOOR PERMITED: = =BF. a • _ . , � •:. . ;�• , _ S .LLS. ... tHAN 6 -6 SHOWER T - a t A 5 A YS L r TC7 SHL •NT K B , I E O 1. E LLED . - 5. HARD W RED SMOKED E B PER .. �' •� - SECT. A ' F RST FL 00R• ' F49LIALL8t0BE7APED'$ ACKL`DANDPAINTEDWI WITH !)O 4@6tA-51m . S . . PS JOIST HAWSERS— rN S 8 Sr.. ANCHORS -SECOND FLOOR . 2 9 , T ' ALL SILL TRA ` S'E D OR- `@ FURN (SN -AND N S ALL L . I RAND TWO FINISH GOATS (INTERIOR LATEX) PANT.; OF PR ME OR , _ �.. , w N OWN SPECIFIED AND/OR 86, ,GROUND FAULT INTERRUPTERS SHALL >3E METALLED IN ALL BALMS AND TOTAL= <' 5 42 SF: ' <' 8F.`, OK. ` „ `AND ANY OTHER BUILDING PASTE NGS SM OR PE ED I , MANUFACTURER TO BE BENJAM N MOORE_ r. .. , - .TIONS , 5.' I OG , Y •OGAL E R OR L I D E TE 'AS Qu D B L t x RE i�E • a'. 1 c � ATI 5• '+o' RJ4 NAGE CUL O , _ IN O t I ING W OW5 ORS , N Xis IN M MOU BASE D O � ' 5@. MATC E GTR LO l = I APPLIANCES S FI S` T A I N E ', TMs: T` T XTURE � Qu . , . SWI C OU LE 5 E F'f'1EN PPL O O 'MOUS 2 89 `SF. 8. A C E P SED E , 7 ALL ELE - PR A5 FI Mi r - S14 DUG - . , AL E• D L R - J 1ST 5 !ERS L B O AND RAF :21: L UMBER FOR r 11 5tA G GOVT (LION). t• ' VI •IN D BY E , S �5 A O AND LLE THE AN H LL -'BE SNA DED R N C � FO ON L L" BE PR r t FLASH G W14E ALLED R PL i. RE , 5 'ALL AL L ME f 4 , MIN EARINCs OF , TO JO SITE. . 8 11/ERY B MARKED PRIOR TO DEL - - , OPO I 1 C'i �A AS: • ., rt R ,. E'R SED'BU D RE , G O E I � t IN SE I E,T B PE •ALUM NUM. ALL W R RV COPPEP_ PARTITIONS AN , S JOISTS UNDER PARALLEL' P RT D : DOUBLE •ALL' BEAM OR -, , . , _ - (MOUS) 2foaS F , IN 0,0RN AMC)ROOFS. , , , - _ r _ _ L r . 2 89 5F:'X RAINFALL AROUND NINGS2. DOPING SHALL BE ��@•SQUAREAS HALT S-LNGLE5 OVER15• FELT:ELECTRICAL �NO ES _ , , , t • .. , , -' 88. C1VEKEXTERIOR 814 ALL W. LLS _ ROOF, Fo= DR AINEiND: • PO WooDAND CARPENTRY:--` QUIR ESIN OA S ' i8 FL MS"LVEL22,D o" s, � EACH H EP 2ND DE 3@ /SF LIVF L -BEDOUGLAS ( �2 OR BETTER STRESS •t LEAD EW/Lu•1NU !LION).GUTTERS TO GF. PRVIDE L VELA 53.ALL FRAMNGLUMB LUMBER GUT7ES -A � . , . F 4 , . i _ , , , 11 D Fb . - - FI 58 LNG 50 I M 5 FOR BEN 1 @ ' E ME BER TRE t PS XT'RE RATED 5 M /8 AF SC ITC Ot. ' rl W/ CONTINUOUS' LE BEEN PITCHED 1 PER FO , EQU D • P : A PPE m"/SF 1VE LO D , 3 L `_ • -:ROOF .. - 1' N :.'. ., ` a ( A ING WA ' S "TO E LOCKED At 4 -@ O.C. • -. .., " ` .. , r ' „••.:-.' •'- , - . DRIVEWAI' -AREA:. -• .• , • "`" , 23. DESIGN TIMBER STRESS !FB 12@@ PSI)STANDARD, GRADE 54. INTERIOR BE R LL ,B B _ ,LEADERS TO TERh1INATE AT GRADE ON PRE GAS! SPLASH BLOCKS- _ " r, A , W YA A f D I ? 93 SFX-' iMi= R VE RE LL. A •4 RA , S 02." . • it I -S E- -F. " O OUG R PRUC FI •I O 1-IEih R, I T 8 O CUON . , u T DA ISTS AN To BRIDGED , 5 JO RA,F?'ER5 �, 5 ALL D , I 58 �OTN O D - FI SE .l) ZX8 OUCsLAS UNLE ERW tE a To 2 t� 6 'A H DERS BE D ( ISHINCs SMA A _ 5 LL � FN E , to INCs PAINTING AND L UNDER SE RATE , 9 ALL F' , CF' I •, , REQU RED .. ,-rUNDERA , , A - r • , 51. FIRESTOPCONST UCtION . , AS' 6P EGiIEDBYOWNS OWNER-, DOUBLE ALL PARTITIONSTO THESAME AND , - . , r• , ! , : JD VEWA Y LE .P EACH - • O L 6 , r• �. , t. _ -rAROUNDLL OPEN Ns AS'PER G.i7 4NY . CODEP r - 1 • '.v,• �.;• ' , , , s. r f ' - - - , , . _ r , r , ,I �• , , _+ r , _ - O11X6 _RS SHALL BE PRESSURE•TRE TED 8 l2) 2 n81LL MEMB LASS SILL S L RAN METALTE R"ITE ALL MAT N71R4@ ON EIA FOR THISPROJ CTALLBE CHOSEN 'INSTALLED AND BE CONSTUGtIStRAPS.AtALLS UD TOOZ5:=.RNISN AND INSTALL META N LtdDOLIN S IPL P SILLS AT GORNERS.' SUPPLIED ON SO PLATE CONNECTIONS AND ALL RAFTER tOPPL E. , 'S 9. INSTALLtLLAPPROVED'METL JOIST HANGERS WHERE TAIL, BEAM FRA"=b ,GRAVE UON D. ED K , �: •:-; , , - .,. - , , - - .. , .. WHERE JOISTS , TRIMMERS ET tMM R FADERS TR � • , 'H RS WHERE -HEADERS ME . . INTO FADE :.t " , 1 r - - , 0 S. A VII D O R i s14 1 cT Y H WIN O S' _ F- 5H F O ED THE OWNS I F' IN ED L ORS LL' BE 'AS D RE B R D -9 MATERIAL , 2. M 1: OR , TER 's•' /// f 4 t'. O USM GIRDERS • t r -'INT F RDE - E L FRAM , . T r 'S , MATERIALS"r-J GLA7 iNGI WINDOWS, TC s " N AI ANDGLUED 00RS6@ SUB LOORiNCSHAALTL E8VEE'3R/Y4 , BTE IGRK INPGL. YWOOD,TONG E aDGRoovE.2b ALL f , ,. �. - e , , r , 't •r: fir. u 4W ;. .1 , 5. t" � '�:•�: � ` �1NSTALLED `NPROJE CT.ARE TO CONFORM TOALL RULES AND LED .1 .q r _ - , • ., t' P o ct•' N D u �� r e, - r -i i n o ate !ss '-,~ , ;• Rev s o s � , e .Seal N Date ., ,:'SE C'100- S C '1 0= 44�. 0 2 B 1 LOCK. P o' i LOT. ' r ect No en d 9 'GOVA IVAU PA E A n.y+l 1.19.03 OR REVIE - V i" /A T SOC ES. _ A Ff� DO' , DW AL CD A--•0 _• , - E i. N YJt: LD G W Y: ESIDEN . 2 3.5.04- FOR CLIENT:; , I LE _ t 7 A - -'No.". 5 ,} I A hl/TECTUR OIN N `Y i f i • S' - HE L` _ `cr =;T NG''W , ,. O AY• �EA , _ T Mi�1 z. r S MARION,' 3 , t , •4 • r , i v S r N• , `C ♦ La . A. L4NN/N ,NSIBLE-,P Q- T RES���. TEC"C IT NE �AR H I A AVANN PT VII F Ci10_ N - O O O ~!.D , _ 'S I�THr r r' 1 r , xr /N ER/01? ES`/ N r i' T R D G 'I J , UFF LK'• S O COUNTY, LINTY. �NEV1�Y ORKr 's• - Y ti L _ES,iG.N.'_ Nr r r , 1 - - \t. -Drawing: ` r t. 1 It.t RN' M A IN y A y R A IN V , All S a W.7 l/V+: t K � Nr HL W V1 A to E U ,t�E - RAL�N {-E OTE -PL PLAN.,,:3x N PS OT L N` H X U PATANE' T' •7 T C SN f RN OF G AN 1 A E' SOUATES WEPE CREATED, LVED AND tY LO , E E E ROPE KN k5 AND Etitl D PEO X: •y a: l E t a: , sy _ N W N OF e� f r' FOP Yi5 114 N l M5 PP T 0 THE P - I'- 0 E AND CONNECTIO TN OJE NONE IDEAS DESIGNS Was OR •," o c ,� 4 ITER ' EW K 4 ,fA - Cb T l/E YDEPAR N.'Y t 1 d 1 .. , ? A N H O 5 6:?5R0 50 3 , z• R 1 , ARRANG T S LL- E U SCLOS •? A Y '11R CORPORATION ANY • ry • .a En£JI S IfA 6 QY OK 0 ED 0 N Pf ON MOR CO TIO f0 .. - - •e i' SED RS - b t' L , t 5 •K , •1 y .ri1r , I P A .i Pl1FP WNATSO WI TTN P N AM S_, N F 141 PA SDCU - , OSE EVER TliOrl E' EXPRESS WR TTE E b 0 GIOv N T AS TES- t , ANE' e. h� , ,. .. i • a t' rt v. rM- A _ T' 1 L s h+ t , •t W, F• y G ! r rr,a L• i., 1 , r IT• ,7 vS s • I a s'• 1 "M t , 4 "Y n Y M 5 'J' a r" , • 4 „ t A A t - `4 _ nr,- _ _ _ "F.: - ,. ,_, ' 1.r -,v. •r_L _ .. •.,-.. . _. ... ,_.,,L .. r .. c, is i• - -ten" _, ... ..J _ ._.,_l _,,.- Y'• •-k" , -. .heti.' ,. - ,.a.J,.-•-- .-,. - - .. _ _._. },uw,_w _ .v. - .... .,, i..r. r,.a„iw "J`. , _ .c.v,w••.I.•.r...vtt., e.a2. s.,i -, ,. m w »...... :IJ 581 b� �t+�� =-Fill 111A 11 � � ---' ----- ' ''''-'---- -- --'�~'-~-~------~~--��'-----^~---~~^- ---^- | | | | | | | | | | | | | | | | | | \ | | | | | | | | | | | | | | | | ____________________________--.__________________________________________________-_________________________--- L-___.` ' | / _________________________________+___-_____- )N ` � ` ` .. | ` ` ` �4T EI-EVATIOI"-4 N m WINDOW DOOR SCHEDULE EXPOSURE CATAGORY: C MEAN ROOF HEIGHT: 32'-0-1/4" 1 Ir STORAGE / GARAGE / MISC: MANUFACTURE CATALOGUE NUMBER DESCRIPTION GLAZING S.F. UNIT AREA S.F.ZONE QTY. MIN. D.P. 4 MIN. D.P. ZONE 5 UNIT D.P. NOTES ANDERSEN AN251-2 AWNING 2.6 4.0 3 40 50 50 16 THERMATRU S100 ENTRY DR - 18.8 1 50 65 16 GADCO 7825 O.H. DR. 128.0 1 35 35 WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL FOR WALL OPENING PROTECTION OF120 MPH 3 -SECOND WIND GUSTS ( MAXIMUM MEAN ROOF HEIGHT: 35') SHUTTER ASSEMBLY N.T.S. FOR PANEL SPANS: 0 < 4'0 WIDE SPAN 23/32" APA SPAN -RATED 48/24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4") ASSEMB LY: ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ #10 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 16" O.C. ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: #10 TEE NUTS ATTACHED TO BLDG. w/ #10 ( W/ WASHERS) MACHINE BOLT @ 12" O.C. SHUTTER ASSEMBLY N. T. S. FOR PANEL SPANS: 4' OR WIDER SPAN 23/32" APA SPAN -RATED 48/24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4") 2x4 STRONG -BACKS @ 24" OC ASSEMBLY: 1). PREASSEMBLE PLYWOOD TO 2x4'S: # 10 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 12" O.C. 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ #10 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SC REW @ 16" O.C. ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: #10 TEE NUTS ATTACHED TO BLDG. w/ #10 ( W/ WASHERS) MACHINE BOLT @ 12" O.C. MULTIPLE SECTION ASSEMBLY: 1/4" THICK BOLTS @ 2' OC ALTERNATIVE FOR OPENING PROTECTION TABLE 1609.1.4 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO- STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4) 11 FASTNER SPACING (INCHES) FASTNER PANEL SPAN 2 FEET < PANEL 4 FEET < PANEL 6 FEET < PANEL TYPE < 2 FEET SPAN < 4 FEET SPAN < 6 FEET SPAN < 8 FEET 2-1/2" # 6 WOOD SCREWS 16 16 12 9 2-1 /2 #8 WOOD SCREWS I 16 I 16 16 I I 12 A WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO- STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4) 11 0 0 11 521-411 15'-O" 4'-011 III -011 3 1 ((. ^ .. ^ _ •. n y .+ , L .. •, G L. 1 r (L n _ ti .. • r O.. .. - .. ' r , l .. ' / . _ � / � I _ I . . .. I . . .. . _ . I .. ' . ' . I .. r r .. r ' � • - I . `7 I '' ,' 1 11 I I II t I 1 I ' ' I ' I , I 1 -I -1 6 -6 1 \ lie MIN, 12X12 ^- - - - - -- 110�0NC, FTG t— 1 01' Q 14'-411 r - --- - - - -- - - - - ---------- ------------------ - - - -�� OQ ��---------- - - - - ---------- I ---r--------------------- `' '`�----------------------------------- --- ----- --- 1 1 a• ._ v a a. v e a. v° a. . 4 a. . I 4 a. • • _ D .v '. D 4 D •v �. D 4 D .v �. D 4 D .v . D 4 D .o r '. DSC �D •v ' ', p d �p .v . 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W 0' -- ---- _$�C, HINGES 4- [ 1 , _0 ' --�- STEEL JAMBS� ' ' I 3'-p" I _ 1 - ---W12X45 STEEL BEAM I 1 1 I +-------- -1 p to - '° GP165 11-1/8" W OD-11FLOOR JOIST i (2) 11-1/8 LVL 2'-0" 21-011 I D r I I G7 1 I 4N, ;-4P�2"N 3'-2" 2 -�✓" 3'-O" &'-42' WI I 1 • � , a� � 1 � �, GARAGE, ` ttl I I i ° 8 12'-0 1'-S'I I o I al r----------• o V } S, I r-----• . I � Q XI �iIl-II I ' ° n GP 165 m-,1/all WOOD -I FLOOR JOIST Oi i 0 (Y. I I I ----------• °° —W12X656TEE Ii�i- f3 11-1/5 LVL LV -L ------ -----_ --- __-- PLAYROOM L---+-- N ^ I I 1 I 1 4N • 1 �1� PITCHED ROOF DECKING--+ r--- --+ ' 1 ° {�l FOR TERRACE ABOVE " I 1 I (3) 11-1/8 ILVL 1 1 I 1 MIN. 1/4 PITCH , rp U• � I �-1 1� I I 1 = N I I I ' 19'-11" cn 19'-4" ol c�---------------------------------------------------- -Q a ------ ----- --i -------- Q ----:----------------------------------------------- - I ------------ ------------•• Atd25}-2------------- A1d?Si-4------------------------------- ------------------------ AN257i1-------------4N25><2-------------AN45i-4---------- NOTE: CHEEK WALL MIN. 3'X3' I.S. DIM. RETAINING WALL = all 5 T4 BE INSTALLED ON EMERCaENCY ' �" � � � � � a' ' PLUMBING ALL PLUMBING WASTE & WATER LINES NEED TESTING BEFORE COVERING PLUMBER CFO-',r- ON FO''r•ON LEAD COA' CERTIFICATE soi!-OFF, 01 SLIPPI Y EX"' A COMPLY W-. ,-L CODES OF NEW YORK 51ATE &TOWN CODES AS REQUIREC AND CONDITIONS OF gOU7 OLD TOWN Z-BA1 SOLI HOLD TOWN11ii 4NNING BOARD SOUTwO, 7,41N�.�ES N.Y.S. uC„ --- r UNDERWRITERS CERTIFICATE REQUIRED TIRE-7RESISTANCE CONSTRUCTION FOR STEEL B EAM JOIST OCCUPANCY OR FSTRIRS STEEL BEAM USE'IS UNLAWFUL WITHOUT CERTIFICATE (2) 5/8" F.R. S/R OF OCCUPANCY JOISTS ABOVE STEEL BEAM F( STEEL BEAM (2) 5/8" F.R. S/R JOISTS FLUSH W/ STEEL BEAM ,ALLCONSTRUCTION SHALL MEE rfRIE REQUIREMENTS OF THE CbES OF NEW YORK STATE. CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. RETAIN STORM WATER RUNCFFP PURSUANT TO SECTION 4.404 OF THE TOWN COt7g i I -.".jlO..111 NOTE: EGRESS UJINDOU)(S) UIHERE APPLICABLE. `Q ) 1), USE HEAVY-DUTY 4" STEEL COLUMNS TO SUPPORT STEEL BEAMS. CONSTRUCT AS PER GODS CONC, FTG, CONC. FTG, - 5� ! STEEL BEAMS INTERSECTING ONE ANOTHER ARE TO HAVE FOR COLUMN ' FOR COLUMN - / ,Ip WELDED CONNECTION JOINTS OR BETTER. �' ` 2), LVLS TO BE FASTENED TOGETHER W/ 1/2" DIA. BOLTS 032"OC. 3), FLOOR JOISTS= PROVIDE GPI65 11-1/8" WOOD-) 016"OC, JOISTS, %j FLOOR JOISTS UNDER KITCHENS AND BATHS TO BE 012"OC, -10"01 S'-10" 4'-�" p, p, Q / RETAINING •.. 15 1-5" 141-5" 181-5" WALL 10 521-0" FOUNDATION FLAN z OF FLOOD ZONE ' COMPLy WITH CHAPTER "46" FLOOD' DAMAGE PREVENTION SOUTHOLD TOWN CODE. DO NOT PROCEED WITH FRAMING UNTIL SURVEY OFFOUNDATION LOCATION APPROVED. APPROVED AS NOTED � DATE:_9h 14 . B.P. 812 FEE:- NOTIFY EE: NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO, 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION -'T ' O OEQUIRED FOR POURED CONCSUE 2. ROUGH - FRAMING`& PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONE 'RUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW f - - E. NOT RESPONSIBLE FOR CONSTRUCTION ERRORS. 19 01, 2004 I SCALE 1/411 - 11011 / MH W 0 21'-511 15-3!2 11 31-10 " (0'-5" 51-0" cn U 1 5'-O" (0-511 " Q N 1 PATIO M U , �I��II Y //I—�"' .r _ .I 1_r _ N Q r_ 1.. 1_ 1_ .,I .. •' ,.. '_ I •• �r I' � r ,, I , r I I I I 1 AW7g\ CWI&+ aW251�� 1G 2$/ ' �\ �3 I � I 9 _ �� G`�?S/ � I q I V I I tl)i I u I , I m (01-'1III ICS'—� I Q I EATING AREA o I WW W IST, FLOOR PLAN TV N z U m NOTE: 1), USE STEEL COLUMNS TO SUPPORT STEEL BEAMS WHERE APPLICABLE, STEEL BEAMS INTERSECTING ONE ANOTHER ARE TO HAVE WELDED CONNECTION JOINTS OR BETTER, 2), LVL HEADERS TO HAVE MIN, SUPPORT (4) OR MORE PL`rS OF LVLS TO `SUPPORTED WITH STEEL COLUMNS, LVLS TO BE FASTE D TOGETP5R W/ 1/2" DIA, BOLTS 632"OC, �! 3), DECKING TO ATTACHED TO PT LE G SDS, W/ FLASHING, LEDGER SDS, TO BE ATTACHED- ,r•,T HO SE U1/ 1/2" DIA. GALV, BOLTS 032"OC, E % 4), FLOOR JOISTS: PROVIDE GPI(o5 11-7% " D -I si(olloc. JOISTS, FLOOR JOISTS UNDER KITCHENS AND B TH TO BE '012"OC, 5), ALL EXTERIOR HEADERS TO BE (3) 2X1 "' OR BTR, DOUG FIR W/ MIN, (2) JACK STUDS ON EACH SIDE HEADER, USE WITH PLYWOOD FLITCH PLATES TO MATCH THICKNESS OF WALLS, 21'-511 15-3!2 11 31-10 " (0'-5" 51-0" 5'-O" (0-511 PATIO , �I��II Y //I—�"' .r _ .I 1_r _ 1_ r_ 1.. 1_ 1_ .,I .. •' ,.. '_ I •• �r I' � r ,, I , f3) 2 LVL - —� : AW7g\ CWI&+ aW251�� 1G 2$/ �\ �3 c 9 _ �� G`�?S/ (01-'1III ICS'—� EATING AREA o Cuet. Rnd, Top - CN23 I Cuet. Rnd. Top - CN23 O FWT29110 - FWN29611 O A351 - GN245 . W1 33 OR W12X22 STEEL BEAM — __ _ — — — — — — — — — — — — r-----� 1 O O I -----� 'E O TO . • p � � t 21-611 0 0 GUEST ROOM F �, r KITCHEN x0 - .�Q I -1'-011 WIOX54 OR W12X40 STEEL BEAM (01-011 _ — --1---,— ---------------� `1 20' -'ill 1 BATH ` \ _ _ (2)_11-1/8 LVL _ _ (2) 11-1/8 LV - — - (2) 11-1/8 LVL - 4,-011 — 3'-811 1= 3'-011 r 121-8'1 \ / ® O CLOSET ems' U P E i 1 ORTON BEARING: SUPP USE (2) 2x6 HEADERS ' �I-011 el 0 o r BATH g 511 2'-6" (2 11-V 21-gn 51-011 _ f2) 11-1/8 Ly _ 11-611 (2) I1-1/8 LVL I II C2) 11-1/8 LVL L L (2) 9-1/2 LYL I 11 3 -2 (2) I1-1/8 LYL= i 11 (o _O (2) 9-1/2 LYL _ 00 tV CLOSET AS PER /GPI65 11-1/8" WOOD -1 FLOOR JOIST , .il-(0�n OWNER'S DWG•,S, Qul 1011 LOCATION TO BE VERIFIED OPE ------------------- W10X45 OR W12X30 STEEL BEAM --'ABO I N TO > �- 4 E X' 4 DINING ROOM (� ) I - � o I� I (� 1 I1011 e� GREAT ROOM �y N W1OX11 OR W12X58 STEEL BEAM_ — - — - — _ FWT-2-50110 FWH50611- FWT-2-50110 FWN50611 ----FWT-2-50110 FWN50611 _......... _.....-......_......._........_.........._........._ .....__.........._.........._ - .,.._.. _... _ ...._.... _......_.... _ _.. _..............._.... _._.. _......._ ......._....,. _.._..._..... _ .. �:: �:.:_�::._: `:':'_ :'.': ' _ VESTIBULE Q O - - /V I _ cA > ...::-:_:._ :::�::::_ :f:.:::TERRACE ' '- :::_ _ > -- 1 _... _ ..... ._ ............ _.. _..... _.. _ 0 ,� I I 11 `---......._.. _._ . _ .. .._•_.--_ --- • --, _... ,� _. 5-0x8-0 Twin Archto 6'-(0 Q 19 -511 ._ ..._. _. __...._ ._. _..__..._.._. _..__..._ ._.._. _..__.._.._. _..__..._ ._. _ -•---_....._. _. __ ..._ ._. _. __.._ ._. _ :'_ ':: `__ :: _ -:; .-- --_.-- CTCW2 - CW245 CTCW2 - CW245 CTCW2 - CW245 (3) 9-1/2 LVL L 14'-811 4'-5!�" 5'-10" 5'-10" 4'-5 2 5'-ol' 5'-10'1 41-51,211 5'-10" 5'-1011 41-5 11 201— 111 10'-101' 201-'111 52'-O 11 IST, FLOOR PLAN TV N z U m NOTE: 1), USE STEEL COLUMNS TO SUPPORT STEEL BEAMS WHERE APPLICABLE, STEEL BEAMS INTERSECTING ONE ANOTHER ARE TO HAVE WELDED CONNECTION JOINTS OR BETTER, 2), LVL HEADERS TO HAVE MIN, SUPPORT (4) OR MORE PL`rS OF LVLS TO `SUPPORTED WITH STEEL COLUMNS, LVLS TO BE FASTE D TOGETP5R W/ 1/2" DIA, BOLTS 632"OC, �! 3), DECKING TO ATTACHED TO PT LE G SDS, W/ FLASHING, LEDGER SDS, TO BE ATTACHED- ,r•,T HO SE U1/ 1/2" DIA. GALV, BOLTS 032"OC, E % 4), FLOOR JOISTS: PROVIDE GPI(o5 11-7% " D -I si(olloc. JOISTS, FLOOR JOISTS UNDER KITCHENS AND B TH TO BE '012"OC, 5), ALL EXTERIOR HEADERS TO BE (3) 2X1 "' OR BTR, DOUG FIR W/ MIN, (2) JACK STUDS ON EACH SIDE HEADER, USE WITH PLYWOOD FLITCH PLATES TO MATCH THICKNESS OF WALLS, S 12 b� E E O Q A A c = E E O O 1� 6 70 70 e e N N L �V aV ` X 2X10 RIDGE 12 16" LVL RIDGE _ WIBO 14"_ WOOD-1 RRa12'lOC -A 12 / WI80 14" WOOD-1 RRa12"OC 12 'Iv 6 ,f0 U O (V Q i Q O 12 w �7 Q OL 12 O �j N / 2XBRR Q16"OC ROOF FLAN �' �♦h �'G• SCALE 1� OF June 16, 2004 1/4" .11011 J/ MH r NOTE: MEAN ROOF HEIGHT TO SE NO HIGHER THAN 35' OFF EXISTING GRADE AVERAGE MRH: 33'-6-3/8" 2X10 02 OR BTR. DOUG FIR CEILING JOISTS R38 INSULATION ...- ..,...:'......,='""' ..-._`.:'• ROOF: ASPHALT ROOFING M - 300 FELT UNDERLAYMENT 5/8" CDX FIR SHEATHING WOO 14" WOOD -I RR 012"OC I -3/4X16" LVL RIDGE / VALLEY / HIPS ® ® 1313 ® ® 1313 1313 ® ® ® ® 0 _1 11 11 Lj 3/4" SUBFLOOR GPI65 11-1/8" WOOD -1 FLOOR JOISTS * 1 r m M13 1311 ®® 1313 m . uu [=7 IFE 1 O m .o q'a WALL: a., 2X4 STUDS o16"OC W/ FIREBLOCKING tid PROVIDE 5/8" TYPE -X R15 INSULATION F.R. SIR ON ALL WALLS D t CEILING IN GARAGE AREA .tea e.. �D 4" CONC. SLAB - REINFORCED T 3/4" SUBFLOOR GPI65 11-1/8" WOOD -I FLOOR JOISTS • • R38 INSULATION m El 4" CONC. SLAB SECTION A -A PLUMBING SCHEMATIC N.T.S. SILL: Q� 1 (2) 2X8 PT PLATE ` SIDING: m EXTERIOR AS PER OWNER TERMITE SHIELD TO BE USED WITH PROPER VAPOR BARRIER 5/8" CDX SHEATHING 2X6 STUDS Q16"OC CQ R21 INSULATION (V SILL: (2) 2X8 PT PLATE ` TERMITE SHIELD 61LL GASKET NOTE: AVERAGE EXPOSURE OF FOUNDATION TO GRADE .D o FOUNDATION: IS LESS THAN 50% EXPOSED 12" POURED CONCRETE FOUNDATION .�,. DAMPIPROOF EXTERIOR �• •° 1 RIO INSULATION AROUND PERIMETER FOR PLAYROOM AND WORK SHOP a;. 24"X12" CONIC, FTG. At m A* T (P ........ .. .. .. ...... r- - - - - - - - - - - - - - - - - - - - - - - - - - ....... ... ...... -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ........ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FRONT ELEVATION L ------------------------------------------ A 1� -A T Fw-1 I r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - IJ I I REAR ELEVATION L------------------------------------------ i FG, (oor - July 01, 2004 5CALE 1/411 z 11011 liz-.) / I III III II � . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . r- - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7 - - - - - - - - - - - - - - - - - - - - - - L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - LEFT ELEVATION LEFT ELEVATION of f�E'14 WINDOW DOOR SCHEDULE EXPOSURE CATAGORY: C MEAN ROOF HEIGHT: 32'-0-1/4" LIVING SPACE (EXT. WALLS DOORS / WINDOWS): MANUFACTURE CATALOGUE NUMBER DESCRIPTION EGRESS S.F. GLAZING S.F. U -VALUE UNIT AREA S F BASSEMENT 1ST. FL. QTY. 2ND. FL. QTY: MIN. D.P. ZONE 4 MIN. D.P. ZONE 5 UNIT D.P. NOTES 4.0 CTCW2 / CIRCLETOP / - 7.3 0.30 8.5 CW13 3 5.2 40 50 70 50 ANDERSEN CW245 CASEMENT 7.5 16.0 0.33 20.8 1 50 40 45 50 7825 ANDERSEN A251/ AWNING / - 3.2 0.33 4.8 1 50 50 CW13 CASEMENT 4.9 5.2 0.33 7.1 50 70 ANDERSEN A351/ AWNING / - 4.9 0.33 6.8 6 40 50 50 CN245 CASEMENT 3.6 10.7 0.33 15.0 40 50 50 ANDERSEN CUSTOM / ARCH/ - 2.8 0.31 3.2 1 40 65 CW13 CASEMENT 4.9 5.2 0.33 7.1 40 70 CW16 / CASEMENT / 14.0 14.7 0.33 17.9 5 40 50 ANDERSEN AW251 AWNING - 3.9 0.33 5.6 40 50 CUSTOM / RND. TOP / - 6.3 0.30 6.9 2 50 65 ANDERSEN CN23 CASEMENT 2.3 7.0 0.33 10.2 45 70 A251/ AWNING / - 3.2 0.33 4.8 3 40 50 ANDERSEN CW13 CASEMENT 4.9 5.2 0.33 7.1 40 70 ANDERSEN CXW155 CASEMENT 12.6 13.1 0.33 16.2 2 40 50 CTCW2 / CIRCLETOP / - 7.3 0.30 8.5 1 40 70 ANDERSEN CW255 CASEMENT 9.4 20.0 0.33 25.6 40 50 ANDERSEN CN24 CASEMENT 3.2 9.7 0.33 13.6 2 40 50 ANDERSEN CW13 CASEMENT 4.9 5.2 0.33 7.1 1 40 70 ANDERSEN CW24 CASEMENT 6.8 14.4 0.33 18.8 2 40 50 50 ANDERSEN CW14 CASEMENT 6.8 7.2 0.33 9.5 7 40 SO 70 ANDERSEN C23 CASEMENT 4.0 8.5 0.33 12.0 1 40 50 ANDERSEN A21 AWNING 0.8 2.6 0.33 4.0 1 50 50 ANDERSEN A251 AWNING - 3.2 0.33 4.8 2 50 50 C245-4 / CASEMENT / 6.1 13.1 0.33 17.6 1 40 50 50 - ANDERSEN AW41-4 AWNING - 7.2 0.33 9.5 40 50 50 ANDERSEN AN251 AWNING - 2.6 0.33 4.0 1 40 50 ANDERSEN AN251-2 AWNING - 2.6 0.33 4.0 3 40 50 50 ANDERSEN CW135 CASEMENT 5.7 6.0 0.33 8.0 1 50 70 ANDERSEN 0W135 CASEMENT 7.5 7.9 0.33 10.2 3 40 50 ANDERSEN FW054611 FRENCH DOOR 31.2 19.2 0.34 36.2 4 40 45 45 ANDERSEN FW050611 FRENCH DOOR 29.0 17.38 0.34 33.9 1 45 45 ANDERSEN FWT-2-50110 / TRANSOM / - 3.5 0.34 8.9 3 40 50 75 FWH50611 FRENCH DOOR 28.3 17.4 0.33 33.9 40 45 45 ANDERSEN FWT-2-50110 / FRENCH DOOR - 3.5 0.34 8.9 2 50 75 FW050611 29.0 17.4 0.34 33.9 45 45 ANDERSEN 5/X8/0 ARCH DOOR 16.4 33.2 0.36 38.1 1 45 65 STORAGE / GARAGE / MISC: MANUFACTURE CATALOGUE NUMBER DESCRIPTION GLAZING S.F. UNIT AREA S.F. Qom, MIN. D.P. ZONE 4 MIN. D.P. ZONE 5 UNIT D.P. NOTES ANDERSEN AN251-2 AWNING 2.6 4.0 3 40 50 50 ANDERSEN CW13 CASEMENT 5.2 7.1 2 40 50 70 THERMATRU S100 ENTRY DR - 18.8 1 50 65 GADCO 7825 O.H. DR. - 128.0 2 35 35 WIND --BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL FOR WALL OPENING PROTECTION OF120 MPH 3 -SECOND WIND GUSTS ( MAXIMUM MEAN ROOF HEIGHT: 35) SHUTTER ASSEMBLY N.T.S. FOR PANEL SPANS: 0 < 4'0 WIDE SPAN 23/32" APA SPAN -RATED 48/24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4") ASSEMBLY: ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ #10 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 16" O.C. ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: #10 TEE NUTS ATTACHED TO BLDG. w/ #10 ( W/ WASHERS) MACHINE BOLT @ 12" O.C. SHUTTER ASSEMBLY N.T.S. FOR PANEL SPANS: 4' OR WIDER SPAN 23/32" APA SPAN -RATED 48/24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4") 2x4 STRONG -BACKS ® 24" OC ASSEMBLY: 1). PREASSEMBLE PLYWOOD TO 2x4'S: # 10 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW ® 12" O.C. 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ #10 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SC REW @ 16" O.C. ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: #10 TEE NUTS ATTACHED TO BLDG, w/ #10 ( W/ WASHERS) MACHINE BOLT @ 12" O.C. MULTIPLE SECTION ASSEMBLY: 1/4" THICK BOLTS @ 2' OC ALTERNATIVE FOR OPENING PROTECTION TAB LE 1609.1.4 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO- STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4) FASTNER SPACING (INCHES) FASTNER PANEL SPAN 2 FEET < PANEL 4 FEET < PANEL 6 FEET < PANEL TYPE < 2 FEET SPAN < 4 FEET SPAN < 6 FEET SPAN < 8 FEET 2-1/2" # 6 16 16 12 9 WOOD SCREWS 2-1/2 #8 16 16 16 12 WOOD SCREWS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO- STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4) WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD GAPACIT`(, 4" MAX. KING STUDS 4" DIA. MAXIMUM RAFTER CRIPPLE STUD CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD LEDGER SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS RIDGE HEADER LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 45 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 E - TO HEAVY MODERATE Z � RAFTER JACK STUDS Cn Cl) RAFTER -TO -LEDGER CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA, BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION DECK AND COVERED PORCH NOTES: RIDGE -TO -RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBERI DESCRIPTION APPLICATION 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. ST/ -SIR RAILING LOC TIONJUSPNUMBER1 DESCRIPTION APPLICATION 2x6 -2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER ALL OPENINGS LSTA12 1.1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD All fasteners, hangers and anchors to be galvinized or stainless steel. ROOF I LSTA24 1-1/4"x24" 20ga. STRAP JAPPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2). Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored 1-112" SPACE Into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. MINIMUM 3). Posts supporting girders shall be anchored to a minimum 12"x12"x12" thick concrete footing. Use a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. Footings Shall HANDRAILS RAFTER be 3 ft. below grade. 4). Deck joists to have blocking at 8'0 o.c.. i RAFTER 5). Flashing shall be Installed between the building and ledger. Lapping up the sheathing and over the ledger. Ledger to be fastened to building with 1/2" dia. bolts with washers POST and nuts at 16" o.c. TOP PLATE 0 6). Concrete piers shall be a minimum 6" above grade for girder support. TOP PLATE BALUSTERS 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored RIM/DECK JOIS to girder(s). 0 OPEN BALUSTER ATTAC+�ED TO WALL WALL STUD WALL STUD o 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. i i HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS RAFTER/PLATE RT15 TYDOWN ANCHOR NAILING SCHEDULE SHALL NOT BE LESS THAN 1-1/4" NOR MORE THAN 2" IN 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR CONNECT TO RAFTER TO PLATE POST -TO -DECK CONNECTION EACH RAFTER CONNECT OVER USE MIN, (2)1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR PROVIDE AN EQUIVALENT GRIPPING SURFACE 8" -12" RAFTER RT20 21-118" x 20ga. TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD ROOF SHEATHING: EACH RAFTER NAIL NAIL JOINT DESCRIPTION QTY SPACING NOTES STRUCTURAL PANEL 8d AS PER TABLE 3.8 WFCM -SBC 4" MAX. 4" DIA. MAXIMUM GIRDERIHEADER GIRDER/HEADER ROOF FRAMING: ° NAIL JOINT DESCRIPTION QTY SPACING NOTES JOIST POST/COLUMN o RAFTER TO 8'WALL: c Od COMMON EACH P PLATE 0' WALL: 488d COMMON RAFTER TOE -NAIL M POST/COLUMN CEILING JOIST 8' WALL: 3-8d COMMON EACH TO TOP PLATE 10' WALL: 4-8d COMMON JOIST TOE -NAIL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE GIRDER/HEADER PARALLEL RAFTER WFCM - SBC LAP NAIL i CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE POST-TO-GIRDER/HEADER CONNECTION OVER PARTITION WFCM - SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE LOCATION USP NUMBER DESCRIPTION APPLICATION TO RAFTER WFCM - SBC END NAIL 4x4 SOLID COLUMN PBS44 / PBSE44 / KC44 POST CAP ANCHOR APPLY TO EACH COLUMN BLOCKING EACH TOE DECK/PORCH RAILING SPLICED JOISTS OVER HEADER/GIRDER TO RAFTER 2-8dCOMMON END NAIL LOCATION USP NUMBER DESCRIPTION APPLICATION 6x6 SOLID COLUMN PBS66 / PBSE66 / KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION HOLLOWCOLUMNI SIMPSON STRR1/2 I H.C. ANCHOR APPLY TO EACH COLUMN USE MIN. (2)1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS RIM BOARD 2.16d COMMON EACH END JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST TO RAFTER END NAIL CD w WALL FRAMING: ° UNDISTURBED SOIL GIRDE JOINT DESCRIPTION NAIL NOTES SPAC NG LAY PLASTIC BASE DIRECTLY ON o ' ' UNDISTURBED) SOIL (ORGANICS REMOVED) TOP PLATE TO PER 2 -16d COMMON FACE NAIL LEVEL BASE TOP PLATE FOOT ° WOOD JOIST FIT CONSTRUCTION TUBE AND PLUMB �. �• TOP PLATES AT 4 -16d COMMON JOINTS FACE BRACE TUBE INTERSECTIONS EA, SIDE NAIL FILL AS PER MANUFACTURES' INSTRUCTIONSA STUD TO 24" FACE LEDGER ( CONCRETE PIE 'I 2 -16d COMMON STUD O.C. NAIL ° GIRDER/HEADER ^" HEADER TO 16" O.C. FACE WOOD JOIST WOOD JOIST III— .II — _ I —_ —III—=_ _ L— --_= I=_ =-_=I I1 �,> 16d COMMON HEADER ALONG EDGES NAIL III-��I=III-III=,III 11�-IIS--III=11 ,^ .; .; TOP OR BOTTOM 2 -16d COMMON PER 2x4 STUD END '� PLATE TO STUD 3 -16d COMMON PER 2x6 STUD NAIL - BOTTOM PLATE TO: PER FLUSH JOISTS WITH HEADER/GIRDER JOIST,FLOOR BAND JOIST, 2-16d COMMON FACE NAIL CEILING JOIST TO BLDG. CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR. DISTURBED / POOR SOIL HEADER/GIRDER-TO-POST CONNECTION END JOIST BLOC FOOT LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS LOCATION USP NUMBER DESCRIPTION APPLICATION IF ABLE, SET FIR JOISTS APROX. 1/4 HIGHER THAN LVL HEADERS LAY 4-6 LAYER OF CRUSHED STONE OR (2) BEAMS PAU44 OR WE44 POST / BEAM ANCHOR APPLY TO EACH PIER TO ALLOW FOR SHRINKAGE. GRAVEL LEVEL AND COMPACT BY HAND (3) BEAMS PAU66 OR WE66 POST / BEAM ANCHOR APPLY TO EACH PIER LAY PLASTIC BASE ON COMPACTED GRAVEL LEVEL BASE DECK FRAMING: FLASHING TUCKED UNDER FIT CONSTRUCTION TUBE AND PLUMB JOINT DESCRIPTION NAIL NAIL NOTES TOP PIECE OF SIDING AND .BRACE QTY SP G LAPPED OVER FIRST CONTIN. FI LL AS PER MANUFACTURES' INSTRUCTIONS JOIST TO: PER TOE PIECE OF SIDING BELOW SILL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL BRIDGING EACH TOE 2 - 8d COMMON 1/2" DIA. LAG BOLTS W/ WASHERS =11=111=III=11= 11=III=III=III=III- TO JOIST END NAIL CONNECTED TO BLDG. @16" OC;III=; �I� ;,III=„I��, III ;, SII,;„III=„��I,;„III=„�I POST BLOCKING EACH TOE 2.8d COMMON TO JOIST END NAIL WOOD JOIST BLOCKING T0: EACH TOE 3 -16d COMMON SILL OR TOP PLATE BLOCK NAIL BLOCKINGCONC. PIER FOOTING 4 LEDGER STRIP EACH FACE FLOOR FRAMING , �' ^ TO BEAM 3 -16d COMMON JOIST NAIL 2X JOISTS BIG�FOOT SYSTEMS FOOTING,: FORM 12"X12"X12" "^ � " ^,> JOIST ON LEDGER PER TOE IN ACCORDANCE WITH SECTION 104.11 OF N.Y.S. RESIDENTIAL CODE THIS DESIGN CONCRETE FOOTING � TO BEAM 3 - 8d COMMON JOIST NAIL WOOD GIRDER COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS 1A c ^ BLOCKING FOR JOIST HANGER AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT �' y V^ BAND JOIST 3 -16d COMMON PER END LAG BOLTS PRESCRIBED IN THE CODE. > v v TO JOIST JOIST NAIL c THE DIVISION OF CODE ENFORCEMENT AND ADMIN ISTRATIONS FINDS THIS PRODUCT BAND JOIST TO: 2 -16d COMMON PER TOE NAIL RIM JOIST/ BD. � � FOR USE IN N.Y.S. BASED UPON ICBO1 SERVICE REPORT SILL OR TOP PLATE FOOT v. n SPLICED JOISTS OVER HEADER/GIRDER ER 5495 AND SUBJECT SUTO THE CONDITIONS THEREIN DECK POST FTG. CONNECTION PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND LOCATION USP NUMBER I DESCRIPTION APPLICATION DECK/PORCH LEDGER CONNECTION USE WITH RT10 TYDOWN ANCHORS 4X4 POST PAU44 OR WE44 POST I BEAM ANCHOR APPLY TO EACH FOOTING 6X6 POST PAU66 OR WE66 POST I BEAM ANCHOR APPLY TO EACH FOOTING CD w -f WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, KING STUDS • ENDWALL RAFTER WALL STUD CRIPPLE STUD o BOTTOM PLATE c RIDGE BATHTUB HEADER LEDGER DOUBLE JOIST SIDEWALL RAFTER _ JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS — BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION JLOCATIONJUSP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 JOISTS. UNDER WALL. 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6 -2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER ( ) ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARA THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/ LEDGER LLEL WALLS, PROVIDE BLOCKING @2AROC A WALL STUD THROUGH -ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP -SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER RAFTERS SILL PLATE(S) WALL SHEATHING MAINTAIN ' SIDEWALL FLASHING VENTILATION WOOD JOIST FOUNDATION TOP PLATE BLOCKING ' - - - - - FINISH WALL AND MOISTURE y — 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOWIDOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA - - GUTTER ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF WOOD GIRDER INSTALL 4'0" O.C. THE SPACE VENTILATED. ALL OPENINGS CONTIN. SCREENED VENT 411.8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- CONTIN. SOFFIT/ EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF % INCH IN DIMENSION, SOFFITED SAVE B-1-1411 LSTA30 1-1/4"00" 18ga. STRAP AND JACKSTUDS AND SO AS TO MAINTAIN AIR CONNECT TO ON ALL OPENINGS �� GAP TO PREVENT CAPILLARY 4" - 6" RAFTER RT10 10-3/4" x 18 ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. ACTION CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS ,� 14" -16 LSTA36 1-1/4l x36' 18ga. STRAP AND JACK STUDS 8 -12 RAFTER RT20 21-1/8" x 201ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS „ _• _ KEEP ROOFING NAILS OUT 2ND. FLOOR WALL OF FLASHING / ROOFING LAPS BASE FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME EXTENDS UNDER SHINGLES ATh MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST TOP PLATE IF1 SIDE WALL FLASHING LA H (NG GIRDER/HEADER 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48 OC `� WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHINGS AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES — PROVIDE HEMMED EDGES 50 RAFTER INSTALL 4'0" O.C. AS TO FORM DRAINAGE CHANNELS AND 4" - 8" LSTA36 1-1/4"06" 18ga. STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE -MANUFACTURED ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-112" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER/PLATE RT15 TYDOWN ANCHOR FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" -16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATEIWALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD OF ROOF DBL. SILL PLATE C� 7' r— SUBFLOOR TERMITE SHIELD SILL GASKET WOOD JOISTS r� TYP. CONC. FOUNDATION ^ CONC. SLAB GASKET NEOPRENE I 2x6 /2x8 CONTINUOUS WOOD PLATE DAMPPROOF EXTERIOR 6 MIL. POLY \�' BOLTED TO STEEL BEAM WITH 6MIL POLY ON EXTERIOR V GRANULAR FILL 1/2 " DIA, BOLTS 4D 46" o,c. STAGS, v I ..� STEEL COLUMN I ° N I v CONC. SLAB ° - �;� e \r ROOF JACK / / I I 1 � STEEL BEAM 4 x 1/4 x 8 BSTEEL ROOFING LAPS COMPACT FILL , TOP AND BOTTOM PLATE •° � •° ` KEYWAY FOOTING p v ^A 4 FLASHING AT WITH 1/2" x 6" ANCHOR BOLT �•+ e �'^ CONC. FTG, -'° B'° ID ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS SIDES AND TOP 1/2" GROUT - (USP LBPS58 OR BP583) DRAIN TILE p BARANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT _ , -' " I I I " "10 K PSCOLUMN REINFORCING SUPPORTING MAXIMUM SPACING FLASHING LAPS SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC WHERE NEEDED FOR STRUCTURAL BRACING. STEEL / BOTTOM BEARING WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB -ON -GRADE ROOF JACKS + VENTS DETAIL I I r SUBFLOOR CONC. SLAB I I DOOR FRAME 6X6 10/10 WWM CsARAGE_. COMPACT FILL DOOR G USE 2X8 JOIST 4" SLAB FOR BLOCKOUT STEEL BEAM k� � P.T. PLATE %� W/ 6X6 WMM SLOPE 1/2 AIR SPACE 4 DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT ' ° , - < �, ' ,, �vi/2:' (WITH A NAILING PLATE IF NEEDED) AT END AND ° . • °' • • ► , TO BE APROX. 1/2" OR HIGHER THAN -- <<--'-- <<--'--- �'G'° IDES OF WOOD ° GRADE ° yf ° d — A—, , 4 _ p = BEAMS TI— I—ITI-1 I I i I I D • a e o A , A • • — — _ STEEL BEAM TO ALLOW FOR SHRINKAGE _ (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 6X6w.w.M. 4 4— , p c '° II-II—III—� II 12 ° 'c ° c . '� �! ° ° �\ NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM — ° ° , ° ee. �_' rSUBFLOOR MIN. n e •/ Q REINFORCING BAR o' . NOTCH EQUALS 1/4 DEPTH OF BEAM X111 e o•, e� p ,p �e I 1111 JOIST DRAIN TILE —�.I ' REINFORCING BAR �� ' a /\ d e o e 1 1Z" a SHEET METAL 130# FELT UNDER BEAM AT POINT ll�_ • ^ • QT STEEL BEAM OF CONTACT WITH CONCRETE OR CONC. BLOCK 4' ' TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. •A It a 3PLATE (BOLTED TO BEAM) a SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR $LOCKOUT BEAM POCKET "? Pte" �Q OF IJI 16, 2004 ISCALE 1/4" = 110" lic) / MHI I GENERAL NOTES WIND FRAMING NOTES NAIL 1). RIDGE -TO -RAFTER ASSEMBLY: 1-1 /4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JO IST TO: SILL, TOP PLATE OR GIRDER 4 - 8d COMMON When a collar tie is used in leu of a ridge strap, the number of 10d common nails required in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. 2). RAFTER -TO -WALL ASSEMBLY: CONSTRUCTION NOTES: 1). The information within this set of construction documents is related to basic design intent and framing details. They are Intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections In These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in FACE accordance with table 3.3. 3). Dimensions shall take precedent over scaled drawings. LAP (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: AS PER TABLE 3.7 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete responsibility for construction coordinating with these plans, nor responsibility for foundation and slab -on -grade, 15 inches In masonry block foundations, or lapped under construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt specific use expressed or implied in the use of these plans, spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, WFCM-SBC anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all 5). Refer to the Window and Door schedule for exterior openings. comers. 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 6). TYPE i EXTERIOR SHEARWALL CONNECTIONS: or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 -16d COMMON attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and 7). The General Contractor is to consult with the owner for all built-in items 112 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel such as bookcases, shelving, pantry, closets, trims, etc, edges and 10" o.c. in the field shall be in accordance with the length requirements specified END in table 3.15a -b. 8). Wind load requirements shall be taken Into account during construction. 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: Type 11 exterior shearwalls shall meet the requirements of table 3.15a -b times the appropriate FOUNDATION NOTES: 1). The General Contractor and Mason to review plans, elevations, details and notes to length adjustment factors in table 3.16. determine Intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: 2). All footings to rest on undisturbed (virgin) soil. - Allowable sidewall lengths provided in table 3.14 shall be permitted to be Increased when Interior shearwalls are used. Sheathing and connections shall be in accordance with - 3). Provide 1/2" expansion joint material between concrete slabs and abutting 2.4.4.2 and 2.2.4 respectively. concrete or masonry walls occOring in exterior or unheated Interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 4). Any new concrete walls being attached to existing concrete structure shall Header and/or girder connections shall be attached with uplift connections in accordance with table 3.5. Window sill plates shall be have steel connectors in accordance with table be Installed with #4 re -bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3.5. 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be 9). CATHEDRAL CEILING ASSEMBLY: poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs Where a ridge is to be used as a structural beam, the rafters shall either be notched and to be minimum 3-1/2 inch thick, anchored on top of the beam or slope connectors shall be attached to each rafter -to -ridge i 6). Crawl spaces to be provided with a minimum 18"44" access opening. Install one along the open ceiling part of the building. Connections to the ridge and wail shall be be attached with the above requirements. 8x16 cast iron foundation vent for every 150 sq. ft, of area. DECK AND COVERED PORCH NOTES: 7). Dampproof exterior of foundation with bituminous coating as per section R406 of 1). Unless otherwise noted, all framing material to be 41 ACQ pressure treated lumber. N.Y.S. Residential Construction Code. A 6-mll polyethylene film shall be applied over the below grade portion of exterior walls prior to backfilling. Ali fasteners, hangers and anchors to be galvinized or stainless steel. 8). Drainage as per section R405 of N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored 7" long bolt FRAMING NOTES Into concrete with a minimum 1/2" dia x anchor with washers and nuts. 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. 1). All framing techniques and methods as prescriptive design of 1995 SBC High Wind Edition Wood Framing Construction Manual. Use a minimum 112" dia x 7" long anchor bolt with washers and nuts. Footings Shall be 3 ft. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. Douglas Fir. 4). Deck joists to have blocking at 810 o.c.. 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts 4). Unless otherwise noted ,all bearing wall headers to be (2) 2x10 #2 +BTR. Doug. Fir. where needed. Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. openings. LVL headers to have (3) jack studs and (2) full length studs on each side of openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7), All joists to be supported with hangers and anchors. Each Joist shall also be anchored openings between 41 and 6'0 and 2x6 wall openings between 611 and 8'9. Provide fire to girder(s). and blocking where applicable. 5). All flush beams/headers to be installed with heavy duty galvinized hangers and 8). Covered Roofs shall be assembled and anchored the same manner as a typical building, anchors where applicable to all connecting joists. PLUMBING NOTES 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be Installed as per N.Y.S. Residential Floors to have ceramic file installed shall be verified for proper load capacity unless noted Construction Code. on plans. 2). Verify septic system with the Engineer for Suffolk County Health Department approval. 7). Provide blocking/bridging in floorjoists at 8'0 o.c.. Use solid blocking in floorjoists under all bearing walls. 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, provide adequate bracing and plates to protect and secure the structure. Verify with the 8). Provide insulation baffles at eave vents between rafters. Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. HVAC SYSTEM NOTES needed. 9). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4 -ply Fir 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety COX exterior sheathing grade plywood. Plywood to cover over plates and headers. requirements. 10). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor adhered with PL400 adhesive and screwed to floor joists. Finished floor to be Installed 2) HVAC subcontractor is to fully coordinate all system data and requirements with the over subfloor as per manufactures instructions. equipment supplier. 11). All bathroom walls to have 1/2" thick moisture -resistant sheetrock. Garage walls and 3). HVAC subcontractor to provide final system layout drawing and submit it to the General Contractor and owner for final review and approval. ceilings and over furnace to have 518" thick type -x sheetrock. All other parts of building ELECTRICAL NOTES: to have regular 1/2" sheetrock. All walls to be taped and finished. 12). All roof with a pitch less than 4:12 shall be installed with an Ice & Water barrier or 1). All electrical to be installed as per N.Y.S. Residential Construction Code. approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM torch down type material over. 2). All electrical work shall be approved by a qualified Underwriter. 13). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to 3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 be installed with a foam sill gasket and cop-r-tex termite shield or approved equal, of N.Y.S. Residential Construction Code. NAILING SCHEDULE ROOF (FRAMING: JOINT DESC RIPTION QTY NAIL NOTES JO IST TO: SILL, TOP PLATE OR GIRDER 4 - 8d COMMON SPACING TOE NAIL RAFTER TO 8' WALL: 3-8d COMMON EACH TOE -NAIL TOP PLATE 10' WALL: 4-8d COMMON RAFTER SEE NOTE: 1 CEILING JOIST 8' WALL: 3-8d COMMON EACH TOE -NAIL TO TOP PLATE 10' WALL: 4-8d COMMON JOIST NAIL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM -SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM-SBC END NAIL BLOCKIING 2 - 8d COMMON EACH TOE TO RAFTER 2 -16d COMMON END NAIL RIM BOARD 2 -16d COMMON EACH END TO RAFTER SEE FLOOR PLANS AND WINDOW SCHEDULE END I NAIL RI►I_IIEIaMil LT/l1104[a JOINT DESCRIPTION QA. NAIL NOTES JO IST TO: SILL, TOP PLATE OR GIRDER 4 - 8d COMMON SPACING TOE NAIL TOP PLATE TO 2.16d COMMON PER FACE NAIL TOP, PLATE 6d COMMON FOOT SEE NOTE: 1 TOP PLATES AT 4 - 16d COMMON JOINTS FACE INTERSECTIONS WALLBOARD EA. SIDE I NAIL STUD TO 2 -16d COMMON 24" FACE STUD 20 O.C. NAIL HEAIDER TO 16d COMMON 16" O.C. FACE HEADER ROOMS (OTHER THAN SLEEPIN(S) ALONG EDGES NAIL TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END PLATE TO STUD 3 -16d COMMON PER 2x6 STUD NAIL BOTTOM( PLATE TO: 3 -16d COMMON PER FACE NAIL FLOOR JOIST, BAND JOIST, 2 -16d COMMON FOOT SEE NOTE: 1,2 END JOIST OR BLOCKING 2 - 16d COMMON PER TOE NAIL 9WiTelMaNil IT, IIi�[Ni JOINT D ESCRIPTION Qom. SPA II NG NOTES JO IST TO: SILL, TOP PLATE OR GIRDER 4 - 8d COMMON PER JOIST TOE NAIL BRIDGING 2 - fid COMMON EACH TOE TO -JOIST 6d COMMON I END NAIL BLOCKING - 2 - 8d COMMON EACH TOE TO JOIST WALLBOARD END NAIL BLOCKING TO:- 3 -16d COMMON EACH TOE SILL OR TOP PLATE 20 BLOCK NAIL LEDGER STRIP 3 - 16d COMMON EACH FACE TO BEAM ROOMS (OTHER THAN SLEEPIN(S) JOIST NAIL JOIST ON LEDGER 3 - 8d COMMON PER TOE TO BEAM TO HEAVY JOIST NAIL BAND JOIST 3 -16d COMMON PER END TO JOIST JOIST NAIL BAND, JOIST T0: 2 - 16d COMMON PER TOE NAIL SILL OR TOP PLATE SEE FLOOR PLANS AND WINDOW SCHEDULE FOOT SEE NOTE: 1 al8I6l=.`i:1MAIN: 111•WE CEILING SHEATHING: JOINT DESC RIPTION NAIL NAIL JOINT DESCRIPTION QTY. SPACING STRUCTURAL PANEL 8d AS PER TABLE 3.8 WALLBOARD 8d COMMON WFCM - SBC CEILING SHEATHING: JOINT DESC RIPTION NAIL NAIL UILDING USE QTY. SPACING GYPSUM 5d COOLERS 7"O.C. EDGE WALLBOARD 8d COMMON 10" O.C. FIELD 1YNTAlIOPiun 1C110Lei JOINT DESCRIPTION NAIL NAIL UILDING USE QTY. SPACING STRUCTURAL 8d COMMON AS PER TABLE 3.9 PANELS 8d COMMON WFCM-SBC 7116" 01SB 6d COMMON 3„ O.C. EDGE PLYWOOD FRAMING ELEMENTS 6 O.C. FIELD GYPSUM 5d COOLERS 7"" O.C. EDGE WALLBOARD DECKS 10 O.0 . FIELD FI nnR SHFATHIN(-.- JOINT DESCRIPTION NAIL NAIL UILDING USE QTY. SPACING STRUCTURAL PANELS AVG, 41'-10" 6" O.C. EDGE 1" OR LESS 8d COMMON 12 O.C. FIELD NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). Nailing requirements are based on wall sheathing nailed 6'on-center at the panel edge. If wall sheathing Is nailed 3" on -center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled, or alternate connectors, such as shear, plates, shall be used to maintain load path. 2). When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced tot -16d nail per foot. PLAN CONTENTS: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL SEISMIC UILDING USE RESIDENTIAL DWELLING 8d COMMON @ 6" O.C. UI ING HEIGHT AVG, 41'-10" ICESHIELD TOTAL SQ, FT OF CONSTRUCTION IST, FL, ■ 2653 S,F, + 2ND. FL, ■ 2689 S,F, " 5342 S,F, TOTAL DESIGN CRITERIA PRESCRIPTIVE AS PER N,Y,S, RESIDENTIAL CONSTRUCTION CODE AND WEATHERING 1995 SBC HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL FRAMING ELEMENTS AS PER FLOG ANS CROSS SECTION AND GENERAL NOTES UNDERLAYMENT EXT, BALCONIES 60 (MPH) DECKS 40 DEPTH ATTICS w/o STORAGE 10 TEMP. ATTICS w/ STORAGE 20 DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 45 (LIVE LOADS PSF) 3 FT. MODERATE SLIGHT TO ROOMS (OTHER THAN SLEEPIN(S) 40 ROOMS (SLEEPIN(S) 30 STAIRS 40 TO HEAVY GAURD AILS (ANY DIRECTION) 200 EXPOSURE CATAGORY C LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION (ROOF - FOUN ATION) DETAIL PASE 4 GENERAL NOTE PAGE NAI ING SCHEDULE SEE -GENERAL NOTE PAGE E(SRIESS SEE FLOOR PLANS AND WINDOW SCHEDULE FIRE PROTECTION Sym" (SMOKE 4 CO2 DETECTORS) ® SEE FLOOR PLANS TRUSS ES GN N/A - STANDARD STICK FRAME CONSTRUCTION ENERGY CALCULATIONS RESCHECK 3.5 RELEASE I CLIMATIC & GEOGRAPHIC DFSIC.N CRITERIA GROUND WIND SEISMIC NOTES FROST 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.G WINTER ICESHIELD FLOOD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 45 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 N TO HEAVY MODERATE ( I ROOF SHEATHING REQUIREMENTS FOR WIND LOADS - SHEATHING LOCATION NAIL SPACING AT PANEL EDGES NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD NOTES 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.G SEE NOTES: 1,3 INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1 ( BOTH FIELDS) NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS 18d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, the 4 foot perimeter edge zone attachments required shall be used. 2). Tabulated 12 Inch o.c. nail spacing assumes sheathing attached to rafter / truss framing members with G>0.49. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 Inches o.c. 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/ truss framing members with G>0.49. For framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. WALL SHEATHING REQUIREMENTS FOR WIND LOADS: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' EDGE ZONE 8d COMMON @ 6" O.C. Sd COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) NOTE: 2 FOR PANEL FIELD INTERIOR ZONE 8d COMMON @ 6" O.C. Sd COMMON @ 12" O.C. SEE NOTE: 3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall be used. 2). Tabulated 12 Inch o.c. nail spacing assumes sheathing attached to stud framing members with G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 Inches o.c. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. WALL LEGEND. NEW WALLS EXISTING WALLS WALLS TO BE REMOVED 52'-4" g 151-011 C: ) �'-111 ,. ' •• (0 40 _ „ .. '_ ..,' ..„' -. .'• •` .. yw - - .` ., ,. , GRADE OR SLOPED GRADE MIN, 12X12�� _ CONC, FTG. •.I 1 IRF-- \ U 1 , • I • 1 f � . p .v . . pfd p • .v ' - , , pDC p •v ' .• p�C p .v . pDG ' p .v `' . pD4 p .v .poa p ,v • .• p�G "p ,v . p�V p .v I , .Q r op •O .a r0 op .� .e r ep . .d , op . .a , . .a , Pp .Li .d , op .0 .a , np .O .a , 1 •Da i------------------------------- ---- -11--- -___- ------` I ---------- -----_'`,-------r--_-`-----------------------i_II----_--------------_------- --- s I 2ro --1 23 -2 �• 1 1 I 1 - o• Dd D' I I •�% Q � I 1 I 1 1 SHOP I I I 1 � LL I ` I .• I D r u ie Q� ' 0 I I 1 a � � � �1 2 = 1 � °• � 1 I Ill I b Ln 1 p e d I N I I I I .----------- •� . 1 I •. 1 I I IL- z Z I G 1 _ W12X35 STEEL SEAM I 1 Q Q — --- ------ -- ----- -I ° I Ul lu 1 I I o' ' 0 i 'oa I I G 165 11 -ye, WOOD -I Loop, J 15T j •4 j - I ' I BEARING WALL TO HAVE CONC, FTG, W/ REBAR ® Q1-4'211,Dp •4 lei WALLS AND CEILING I ) TO BE 5/8” TYPE -X I 1 •4 . 1 -D p.pv,..�DDDDooo°a°Qa•r-,•d',�°a Ir. ,.. J,mii1i,,lI11I1i1II1iij1IIIiI' � ' t — _- a7��_►�OQOf1 2-6u diIIII'II O3r1S -3O� — _-�T'n O0B11E _ F.R11S8Q. 5 --/11R 45 MIN, F,R. UCAO ${C. HINGES k STEL JAMW12X45 STEEL 1i1St EAM N l2) 11-1/8 LVL - - - 2-0° 20 -O GARAGE 12 T-5 ----- WALLS; APPLY 5/8" T E -X b/R ON GARAGE 51::>E AND N 71/2" S/R ON CFO. SIDE cox V ------- r GPI65 Il-1/8"WO -i FLOOR JOIST GPI65 11-1/81WOOD-1 FLOOR JOIST 1210 _-----i W12X65 STEEL BEAM l3 11-1/8 LVL —_ — _ — _ ------_—_—_ PLAYROOM 101-411 PITCHED ROOF DECKING --- 41,t - FOR TERRACE ABOVE (3) 11-1/8 LYLMIN, 1/4 PITCH VDR1Q NE EBS 3011 2-d1c�O(qvX i1i�Ii11'il1i 11II1II1I1IIIIIIIIIII ��••'�DD o°°•. 1I�1IIIII'I111II1III1I1I1111I 1 I 20'-O" "� 191-511 a 4- ---------------------•---- ___________-_-_•_-_-------_-------------------.-----------r----- ------------------------------------------ --• '-511 I I ' °- I 14 p ,4 p •I ' v p I• • '° "v Da p •• -n lkv D I I ra I I I ------------ AN}rq____________�, 5},2 -------------- ,N meq_ _____H______________. -------------------- --____- ------------- A4251.2 4251.2--_- ___-_-_ANFV-2-____ -. NOTE: I I I CHEEK WALL / I MIN. 3'X3' I.S. DIM. RETAINING WALL TO BE INSTALLED ON EMERGENCY EGRESS WINDOW(S) WHERE APPLICABLE. CONSTRUCT AS PER CODE 5'-l0" c� w CONC, FTG. FOR COLUMN 101j211 CO 4C, FTG, l I FOR COLUMN • N FOUNDATION PLAN 51-1011 5' -loll FIRE --RESISTANCE CONSTRUCTION FOR STEEL BEAM CONC, BLOCK RETAINING WALL JOIST FURRING STEEL BEAM STRIPS (2) 5/8" F,R. S/R JOISTS ABOVE STEEL BEAM FURRING STRIPS NOTE; 1), USE HEAVY-DUTY 4" STEEL COLUMNS TO SUPPORT STSEL BEAMS. STEEL BEAMS INTERSECTING ONE ANOTHER ARE TO HAVE WELDED CONNECTION JOINTS OR BETTER, 2), LVLS TO BE FASTENED TOGETHER W/ 1/2" DIA, BOLTS 932"OC, 3). FLOOR JOISTS: PROVIDE GPI65 11-1/8" WOOD -1 ,016"OC. JOISTS. FLOOR JOISTS UNDER KITCHENS AND BATHS TO BE *12110C, RETAINING STEEL BEAM (2) 5/8" F.R, S/R JOISTS FLUSH W/ STEEL BEAM MU E� N D M td'�mmmim N T ,r_w PG, SCALE OF 1 October 04, 2004 114" = I'011 JD / ' +Is , 11, „U ', p .. _ .. r � „� � .. I r. h .. , e I'• r. � •' �• % a a 1' ,. .. i t ' C: ) �'-111 ,. ' •• (0 40 _ „ .. '_ ..,' ..„' -. .'• •` .. yw - - .` ., ,. , GRADE OR SLOPED GRADE MIN, 12X12�� _ CONC, FTG. •.I 1 IRF-- \ U 1 , • I • 1 f � . p .v . . pfd p • .v ' - , , pDC p •v ' .• p�C p .v . pDG ' p .v `' . pD4 p .v .poa p ,v • .• p�G "p ,v . p�V p .v I , .Q r op •O .a r0 op .� .e r ep . .d , op . .a , . .a , Pp .Li .d , op .0 .a , np .O .a , 1 •Da i------------------------------- ---- -11--- -___- ------` I ---------- -----_'`,-------r--_-`-----------------------i_II----_--------------_------- --- s I 2ro --1 23 -2 �• 1 1 I 1 - o• Dd D' I I •�% Q � I 1 I 1 1 SHOP I I I 1 � LL I ` I .• I D r u ie Q� ' 0 I I 1 a � � � �1 2 = 1 � °• � 1 I Ill I b Ln 1 p e d I N I I I I .----------- •� . 1 I •. 1 I I IL- z Z I G 1 _ W12X35 STEEL SEAM I 1 Q Q — --- ------ -- ----- -I ° I Ul lu 1 I I o' ' 0 i 'oa I I G 165 11 -ye, WOOD -I Loop, J 15T j •4 j - I ' I BEARING WALL TO HAVE CONC, FTG, W/ REBAR ® Q1-4'211,Dp •4 lei WALLS AND CEILING I ) TO BE 5/8” TYPE -X I 1 •4 . 1 -D p.pv,..�DDDDooo°a°Qa•r-,•d',�°a Ir. ,.. J,mii1i,,lI11I1i1II1iij1IIIiI' � ' t — _- a7��_►�OQOf1 2-6u diIIII'II O3r1S -3O� — _-�T'n O0B11E _ F.R11S8Q. 5 --/11R 45 MIN, F,R. UCAO ${C. HINGES k STEL JAMW12X45 STEEL 1i1St EAM N l2) 11-1/8 LVL - - - 2-0° 20 -O GARAGE 12 T-5 ----- WALLS; APPLY 5/8" T E -X b/R ON GARAGE 51::>E AND N 71/2" S/R ON CFO. SIDE cox V ------- r GPI65 Il-1/8"WO -i FLOOR JOIST GPI65 11-1/81WOOD-1 FLOOR JOIST 1210 _-----i W12X65 STEEL BEAM l3 11-1/8 LVL —_ — _ — _ ------_—_—_ PLAYROOM 101-411 PITCHED ROOF DECKING --- 41,t - FOR TERRACE ABOVE (3) 11-1/8 LYLMIN, 1/4 PITCH VDR1Q NE EBS 3011 2-d1c�O(qvX i1i�Ii11'il1i 11II1II1I1IIIIIIIIIII ��••'�DD o°°•. 1I�1IIIII'I111II1III1I1I1111I 1 I 20'-O" "� 191-511 a 4- ---------------------•---- ___________-_-_•_-_-------_-------------------.-----------r----- ------------------------------------------ --• '-511 I I ' °- I 14 p ,4 p •I ' v p I• • '° "v Da p •• -n lkv D I I ra I I I ------------ AN}rq____________�, 5},2 -------------- ,N meq_ _____H______________. -------------------- --____- ------------- A4251.2 4251.2--_- ___-_-_ANFV-2-____ -. NOTE: I I I CHEEK WALL / I MIN. 3'X3' I.S. DIM. RETAINING WALL TO BE INSTALLED ON EMERGENCY EGRESS WINDOW(S) WHERE APPLICABLE. CONSTRUCT AS PER CODE 5'-l0" c� w CONC, FTG. FOR COLUMN 101j211 CO 4C, FTG, l I FOR COLUMN • N FOUNDATION PLAN 51-1011 5' -loll FIRE --RESISTANCE CONSTRUCTION FOR STEEL BEAM CONC, BLOCK RETAINING WALL JOIST FURRING STEEL BEAM STRIPS (2) 5/8" F,R. S/R JOISTS ABOVE STEEL BEAM FURRING STRIPS NOTE; 1), USE HEAVY-DUTY 4" STEEL COLUMNS TO SUPPORT STSEL BEAMS. STEEL BEAMS INTERSECTING ONE ANOTHER ARE TO HAVE WELDED CONNECTION JOINTS OR BETTER, 2), LVLS TO BE FASTENED TOGETHER W/ 1/2" DIA, BOLTS 932"OC, 3). FLOOR JOISTS: PROVIDE GPI65 11-1/8" WOOD -1 ,016"OC. JOISTS. FLOOR JOISTS UNDER KITCHENS AND BATHS TO BE *12110C, RETAINING STEEL BEAM (2) 5/8" F.R, S/R JOISTS FLUSH W/ STEEL BEAM MU E� N D M td'�mmmim N T ,r_w PG, SCALE OF 1 October 04, 2004 114" = I'011 JD / 1� E E 0 O E O E � I� A 70 70 A N e N �v :v <J_ ,q m X N 2XIO RIDGE 6 12 16" LVL.RIDGE UABO 14" UJOOD-I RR*12" CC 41r`y 12 40 i U1150 14" UJQCD-I RR,012"CC �l 12 v 365<12" 36"X12" U O BKTLIGHT SCYLlr-%PT MIN. DPS MIN. DP: � 45 j 45 Q i o 3 12 6 mO A w U Q (X - 12 O �p N 2X13RR 016'bC ROOF FLAN �'�• SCALA ,C� OF October 04, 2004 1/4" _ 1'0" JU / MH tV .t NOTE: MEAN ROOF HEIGHT TO 15E NO ..M. M -=_.: HIGHER THAN 35' OFF EXISTING GRADE ..._....._._-.._.._ .._........_ ........_.._....._ _ _::�..,._ _ .w _... MRN _ AVERAGE MRH. 32'-10-3/8" 2XIO 02 OR BTR, DOUG FIR CEILING JOISTS R36 INSULATION N 048 OC ROOF= ASPHALT ROOFING 300 FELT UNDERLAYMENT - 5/8" COX FIR SHEATHING - WI80 14" WOOD -1 RR 012"OC 1-3/4X16 LVL RIDGE / VALLEY / 14I1-5 0 i 3/4" SUBFLOOR LA u Li u 641`165 11-1/8" WOOD -(FLOOR JOISTS O N 't El lu 3/4" SUBFLOOR 11 01`I65 11-1/8" WOOD -I FLOOR JOISTS R38 INSULATION ILEIL][7) E7111=� ED �D El E3 C G a, 't WALL= 2X4 STUDS 016"OC co W/ FIREBLOCKING PROVIDE 5/13" TYPE -X R15 INSULATION ° F.R. S/R ON ALL WALLS R CEILING IN GARAGE AREA .a 4" CONG. SLAB 4" CONC. SLAB -REINFORCED , . .. . .. . .. . .. .. .. . All SECTION A -A PLUMBING SCHEMATIC N.T.B. m SIDING= EXTERIOR AS PER OWNER TO BE USED WITH PROPER VAPOR BARRIER 5/8" CDX SHEATHING 2X6 STUDS 016"OC R21 INSULATION �-lll1c 4' m (2) 2X8 PT PLATE TERMITE SHIELD SILL GASKET NOTE: ,OVERAGE EXPOSURE OF FOUNDATION TO GRADE =' FOUNDATION - IS LESS THAN E,0% EXPOSED .a min 10" POURED CONCRETE FOUNDATION .°... Q) DAMPPROOF EXTERIOR a d RIO INSULATION AROUND PERIMETER FOR PLAYROOM AND WORK SHOP ' a:. D: 24"XI2" CONC• FTG. 4;'/f t'G• SCALE �j OF 1October 04, 2004 1/4" - I'0" JD / MN '--- -'--- ~ It DA E Rd L �-N ^LL=LLiAtC14. IF I rI _____________________________-/_________________________________________________________________________/�____�____.` L_____________________________�-_________________________________________________________________________�_________� ^ :7113 ll ILI LLI-1jLLL -7--7111 11111 LEFT ELEVATION / RIGHT ELEVATII WINDOW. Z DOOR SCHEDULE EXPOSURE CATAGORY: C MEAN ROOF HEIGHT: 32'-0-1/4" LIVING SPACE (EXT. WALLS DOORS / WINDOWS): MANUFACTURE CATALOGUE NUMBER DESCRIPTION EGRESS S.F. GLAZING S.F. U -VALUE UNIT AREA S.F. BASSEMENT 1ST. FL. QTY. 2ND. FL. QTY: MIN. D.P. ZONE 4 MIN. D.P. ZONE 5 UNIT D.P. NOTES 4.0 CTCW2 / CIRCLETOP / - 7.3 0.30 8.5 5100 3 - 40 50 70 50 ANDERSEN CW245 CASEMENT 7.5 16.0 0.33 20.8 1 35 40 45 50 A251/ AWNING / - 3.2 0.33 4.8 1 50 50 ANDERSEN CW13 CASEMENT 4.9 5.2 0.33 7.1 50 70 ANDERSEN A351/ AWNING / - 4.9 0.33 6.8 6 40 50 50 CN245 CASEMENT 3.6 10.7 0.33 15.0 40 50 50 CUSTOM / ARCH/ - 2.8 0.31 3.2 1 40 65 ANDERSEN CW13 CASEMENT 4.9 5.2 0.33 7.1 40 70 j CW16 / CASEMENT / 14.0 14.7 0.33 17.9 5 40 50 ANDERSEN AW251 AWNING - 3.9 0.33 5.6 40 50 CUSTOM / RND. TOP / - 6.3 0.30 6.9 2 50 65 ANDERSEN CN23 CASEMENT 2.3 7.0 0.33 10.2 45 70 A251 / AWNING / - 3.2 0.33 4.8 3 40 50 ANDERSEN CW13 CASEMENT 4.9 5.2 0.33 7.1 40 70 ANDERSEN CXW155 CASEMENT 12.6 13.1 0.33 16.2 2 40 50 CTCW2 / CIRCLETOP / - 7.3 0.30 8.5 1 40 70 ANDERSEN CW255 CASEMENT 9.4 20.0 0.33 25.6 40 50 ANDERSEN CN24 CASEMENT 3.2 9.7 0.33 13.6 2 40 50 ANDEt:ISEN CW13 CASEMENT 4.9 5.2 0.33 7.1 1 40 70 ANDERSEN CW24 CASEMENT 6.8 14.4 0.33 18.8 2 40 50 - _ 50 ANDERSEN CW14 CASEMENT 6.8 7.2 0.33 9.5 7 40 50 70 ANDERSEN C23 CASEMENT 4.0 8.5 0.33 12.0 1 40 50 ANDERSEN A21 AWNING 0.8 2.6 0.33 4.0 1 -- _ 50 50 ANDERSEN A251 AWNING - 3.2 0.33 4.8 2 50 50 ANDERSEN C245-4 / CASEMENT / 6.1 13.1 0.33 17.6 1 40 -50 50 AW41-4 AWNING - 7.2 0.33 9.5 40 50 50 i ANDERSEN AN251 AWNING - 2.6 0.33 4.0 1 40 50 1 ' ANDERSEN AN251-2 AWNING - 2.6 0.33 4.0 3 40 50 50 ANDERSEN CW135 CASEMENT 5.7 6.0 0.33 8.0 1 50 70 ANDERSEN CXW135 CASEMENT 7.5 7.9 0.33 10.2 3 40 -50 ANDERSEN FW054611 FRENCH DOOR 31.2 19.2 0.34 36.2 4 40 45% 45 ANDERSEN FW050611 FRENCH DOOR 29.0 17.38 0.34 33.9 1 45 45 FW7-2-50110 / TRANSOM / - 3.5 0.34 8.9 40 50 75 ANDERSEN FWH50611 FRENCH DOOR 28.3 17.4 0.33 33.9 3 40 45 45 ANDERSEN FW -r-2-50110/ FRENCH DOOR - 3.5 0.34 8.9 2 50 75 FW050611 29.0 17.4 0.34 33.9 45 45 ANDERSEN 5/X8/0 ARCH DOOR 16.4 33.2 0.36 38.1 1 45 65 I STORAGE / GARAGE / MISC: MANUFACTURE CATALOGUE NUMBER DESCRIPTION GLAZING S.F. UNIT AREA S.F.ZONE QTY. MIN. D.P. 4 MIN. D.P. ZONE 5 UNIT D.P. NOTES ANDERSEN AN251-2 AWNING 2.6 4.0 3 40 50 50 THERMATRU 5100 ENTRY DR - 18.8 1 12 50 65 GADCO 7825 O.H. DR. 128.0 1 35 35 WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL FOR WALL OPENING PROTECTION OF120 MPH 3 -SECOND WIND GUSTS ( MAXIMUM MEAN ROOF HEIGHT: 35') SHUTTER ASSEMBLY N.T.S. FOR PANEL SPANS: 0 < 4'0 WIDE SPAN 23/32" APA SPAN -RATED 48/24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4") ASSEMBLY: ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ #10 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW © 16" O.C. ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: #10 TEE NUTS ATTACHED TO BLDG. w/ #10 ( W/ WASHERS) MACHINE BOLT @ 12" O.C. MULTIPLE SECTION ASSEMBLY: 1/4" THICK BOLTS @ 2' OC SHUTTER ASSEMBLY I k N.T.S. FOR PANEL SPANS: 4' OR WIDER SPAN 23/32" APA SPAN -RATED 48/24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4") 2x4 STRONG -BACKS @ 24" OC ASSEMB LY: 1). PREASSEMBLE PLYWOOD TO 2x4'S: # 10 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 12" O.C. 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ #10 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW ® 16" O.C. ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: #10 TEE NUTS ATTACHED TO BLDG. w/ #10 ( W/ WASHERS) MACHINE BOLT @ 12" O.C. ALTERNATIVE FOR OPENING PROTECTION TABLE 1609.1.4 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO- STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1,4) I FASTNER SPACING (INCHES) FASTNER PANEL SPAN 2 FEET < PANEL 4 FEET < PANEL 6 FEET < PANEL TYPE < 2 FEET SPAN < 4 FEET SPAN < 6 FEET SPAN < 8 FEET 2-1/2" # 6 16 16 12 9 WOOD SCREWS 2-1/2 #8 16 16 16 12 WOOD SCREWS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO- STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1,4) I