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HomeMy WebLinkAbout41355-Z Fgcjf Town of Southold 9/11/2017 a '� P.O.Box 1179 n 53095 Main Rd ®'�¢j �o�¢ Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39209 Date: 9/11/2017 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1595 Bayview Ave., Greenport SCTM#: 473889 Sec/Block/Lot: 52.-5-9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/29/2012 pursuant to which Building Permit No. 41355 dated 2/8/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with unfinished basement, first and second floor rear decking and covered front porch as applied for per ZBA#6417, date 1/19/2011. The certificate is issued to Mastro,Louis of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-10-0014 8/4/2017 ELECTRICAL CERTIFICATE NO. 41355 3/1/2017 PLUMBERS CERTIFICATION DATED 4/12/2017 Lui Mastro Tt o ' e Signature En��.F TOWN OF SOUTHOLD SOFBUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41355 Date: 2/8/2017 Permission is hereby granted to: Mastro, Louis 25 Compass Ln Levittown, NY 11756 To: Demo and rebuild New Single Family Dwelling with front & rear decking per ZBA#6417 as applied for: replaces BP 39196 At premises located at: 1595 Bayview Ave., Greenport SCTM # 473889 Sec/Block/Lot# 52.-5-9 Pursuant to application dated 2/8/2017 and approved by the Building Inspector. To expire on 8/10/2018. Fees: PERMIT RENEWAL $877.60 Total: $877.60 Building Inspector °at1 TOWN OF SOUTHOLD soFrot���G� BUILDING DEPARTMENT CIRO Me TOWN CLERK'S OFFICE o SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 39196 Date: 9/18/2014 Permission is hereby granted to: Mastro, Louis & Mastro, Elizabeth 25 Compass Ln Levittown, NY 11756 To: Demo and rebuild New Single Family Dwelling with front & rear decking per ZBA#6417 as applied for: replaces BP 37510 At premises located at: 1595 Bayview Ave SCTM # 473889 Sec/Block/Lot# 52.-5-9 Pursuant to application dated 9/18/2014 and approved by the Building Inspector. To expire on 3/19/2016. Fees: PERMIT RENEWAL $877.60 Total: $877.60 KBuil Ins ---- o TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE Irv, SOUTHOLD, NY �apph 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) 1l Permit#: 37510 Date: 9/12/2012 Permission is hereby granted to: Mastro, Louis & Mastro, Elizabeth 25 Compass Ln Levittown, NY 11756 To: Demo and rebuild New Single Family Dwelling with front & rear decking per ZBA#6417 as applied for At premises located at: 1595 Bayview Ave,Greenport SCTM # 473889 Sec/Block/Lot# 52.-5-9 Pursuant to application dated 8/31/2012 and approved by the Building Inspector. To expire on 3/14/2014. Fees: DEMOLITION $333.40 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,755.20 CO -NEW DWELLING $50.00 Total: $2,138.60 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic f6atures. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00, Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building$50.00, Businesses $50.00 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50 00 5. Temporary Certificate of Occupancy -Residential $15.00, Commercial$15.00 Date. - 2,1 —� New Construction: Old or Pre-existing Building: (check one) ` Location of Property �S 60 V V/e lft., �y �� So t4 House No. Street �^ 1 Hamlet Owner or Owners of Property: /-0 LI 15- f �9 Z C4 /J e `' �/I S -o Suffolk County Tax Map No 1000, Section 5 Block 5 Lot r Subdivision J V/°'s/17 er t 4cf Vein Filed Map. r 3 Lot: b Permit No. ate of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted. $ Applicant Signature OF SOVj�®� � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® �Q roger.richert(-town.southold.ny.us Southold,NY 11971-0959 ®�yC®UNTY,N� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Mastro Address:1595 Bayview Avenue City Greenport St: New York Zip: 11944 Building Permit#: 41355 Section: 52 Block: 5 Lot: 9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Homeowner License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 85 Ceiling Fixtures 5 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 7 Wall Fixtures 3 Smoke Detectors 3 Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures 59 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt Emergency Fixture Time Clocks Disconnect 200A Switches 52 Twist Lock Exit Fixtures TVSS Other Equipment: 2- Combination Smoke/ CO Detectors, 3- Exhaust Fans, 6- Paddle Fans, 2- Wall Ovens (40A), 17 ARC Fault Circuit Breakers. Notes: Inspector Signature: Date: March 1, 2017 0-Cert Electrical Compliance Form.xls ANSOU��f�� Town Hall Annex , Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT R [EC[E0'V[2 TOWN OF SOUTHOLD DD MAY 1 1 2017 ]BUILDING REPT. TOWN OF SOUTHOLD CERTIFICATION Date: 11 � Building Permit No. `-11 Owner: t L 12,A,6 0 T 1—f M IA"S Z o (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this i Z day of l 20, _ AMIT LEKHI Notary Public,State of New York Qualified in Nassau County Notary Public, County Ho•01 LE6316009 My Commission Expires 12/08/2018 pF SOpryo! i \ � o • ao TOWN O OUTHOLD BUILDING DEPT. 765-1802 INSPECTION , [ FOUNDATION IST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICA INAL) REMARKS: DATE �� INSPECTOR - OF SOplyo`o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) 1 REMARKS: clif DATE INSPECTOR oF souryolo �ycourm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 ' INSPECTION [ ] OUNDATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (RO GFI) [ ] ELECTRICAL (FINAL) REMARKS: - ""-4 —e: / Y� 4:�_c 47Lz� A 5r"LT- -19"A..)<' 466- �� DATE ( / INSPECTOR OE SOpT�o� - TOWN OF-SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (!?UGH) ] ELECTRICAL (FINAL) REMARKS:_U�A per t DATE /3 INSPECTOR i � �o��OF SOpjyOlo cou TOWN -OF SOUTHOLD BUILDING DEPT.- 765-1802 iNSPEC N [ ] FOUNDATION IST' [ SOUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION C ING REMARKS: DAT l L ' INSPECTOR ` OE SOdryO cou ell � r TOWN OF SOUTHOLD BUILDING T. 765-1802 iNSPECTION ' , [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR`� 4 OF SOUryOlo TOWWOF -SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI -N [ ] FOUNDATIOW 1ST [ - OUCH PLUMBING [ ] FOUNDATION 2ND , [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: �q Z�3/L DATE 3 I INSPECTOR Ad son ecou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , I FOUNDATION IST ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY ] FIRE SAFETY INSPECTION FIRE RESISTANT'CONSTRUCTION FIRE RESISTWIT PENETRATION ELECTRICAL (ROUGH) I L RICAL (FINAL) CODE VIOLATION ol'CAUL REMARKS: DATE L( INSPECTOR \.,rjf so ia_ cou TOWN- OF SOUTHOLD, BUILDING DEPT.- 765-1802 INSPECTION ] FOUNDATIONIST IR GHPLUMBING FOUNDATION 2ND INSULATION FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION' FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: DATE -- INSPECTOR OF SOUTyolo - o�feo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION i ST [ ] GH PLUMBING [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ` DATE �� �� INSPECTOR L' FSO ��0 (/Tyo cou I0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] WtULATION [ ] FRAMING / STRAPPING [\4 FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 6) S fkvl% %4ft AV7, gal WrZ4 i' r W i- om mr. vim_:, 444, 16 A&ttra (5) U Wova1 k4�41 '4�� 14-o CPQ' `4'.e, DATE INSPECTOR pF SOUjyolo -ZA\ TOWN OF SOUTHOLD BUILDING DEPT. 765-18®2 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) r ' ELECTRICAL (FINAL) REMARKS: DATE �7 1 INSPECTOR` - OF SOUlyO Nil,N - 'TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [YROUH PLEIG. FOUNDATION 2ND [ ATION FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] 'ELECTRICAL (FINAL) c, REMARKS: rh�►�Jr ► Ih - V �_clgowfJvr V DATE I INSPECTO �3S OE SOUlyo to N �o TOWN OF SOUTHOLD BUILDING DEPT. .' 765-1802 INSPECTION ' [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL lee, [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: A Lc4m va C-�j Z o CK Al�� L��U - 1�� V1,0L CC DATE INSPECTOR Richard Boyd Architect 206 Richmond Ave Massapequa,NY 11758 516-797-5080 August 5, 2013 Building Department Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold,NY 11971 Re: Louis &Elizabeth Mastro 1595 Bayview Ave Southold,NY 11756 To Whom It May Concern, Upon visual inspection,the basement girder,floor system, second floor ceiling system,roof system, and headers comply with the approved submitted plans. If you ve a y questions,please feel free to call me. Sin erely, ��� �r Ri hard Boyd,RA ab 020710 ® E C E WE AUG 6 200 BLDG DEPT TOWS!OF SOUTHOLD ,r WA • • 11 PLUAM BMW r STATE ENERGY COPE Via _ � u 1 _ ADDiTibNAL COMMFNTS MM rl ✓ l r 4(-'£ '1J <<�. r • r rrw -.;a'� /d .. '�1a�F:.�.�.<`-• vt' � v �r n / ..� �_.ti-. `t_� f_. - •- -rt � LLa�_ „f���yl��'" sj_+::��., ti�-r-`-1`.%>�=�.'t - ;r r�t:.iii i� ....m . 1 �Q - — - r ` , Ilit / a ' 5001 �Mrr • . . w•: :: �L�L1l�iC 71�if[ r t • STATE ENE-ROY C I 01)Z G`dvx� 9 r � ■ • n • TOWN OF SOUTHOLD ® U BUILDING PERMIT APPLICATION CHEC BUILDING DEPARTME Do you have or need the following, before applying'. TOWN HALL AUG 2 9 2012 Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 BLDG DEPT Planning Board approval FAX: (631) 765-9502 1 TOWN OF SOUTHOLD Survey SoutholdTown.NorthFork.net PERMIT NO. 37,5 Check Septic Form N.Y S.D.E.C. Trustees C.O. Application Flood Permit Examined h. ,20 Single&Separate Stone-Water Assessment Form Contact: Approved Mail to: Disapproved a/c Phone: 516 6 /Y ® 1 Expiration ZIV ,20 IV G e`� Building Inspector [� APPLICATION FOR BUILDING PERMIT AUG 2 9 2012 Date 00 , 201�_ INSTRUCTIONS BLDG DEPT. a. Tbi'sN , ' completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 s o-f`p ans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. - f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and P admit authorized inspectors on premises and in building for necessary inspections. `' / ' (Signature of applicant or name, if a corporation) CO 417 Pp-F rt e, (Mailing address of applicant) Y, State whether applicant is owner,lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 0 W e tr Name of owner of premises Lows 't L- Ll 2C.,13 e q 5 YL?- (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 whi h proposed work will be done: f/ r / I -Ccl57 / ric So Lr, h o /of House Number Street Hamlet County Tax Map No. 1000 Section Block -5 Lot Subdivision j Ly P7'7 p,,,3 0 r /7�G v e 1'7 Filed Map No. 3 Lot 2. State existing use and occupancy of premised and int�ended use and occuj�ancy of proposed construction: a. Existing use and occupancy -5r---9 /e, Fu/b7 // /-)0/y7(2 b. Intended use and occupancy 1 n 9l "� ly o M G J 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units o °1 e Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 3 0, / L/-5— Rear 3 0. 3 3 3 Depth L/ Height f y• Number of Stories n h e- Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire newionstruction: Front O� Rear Z 8- 0 Depth Height 33 _ Number of Stories T-wo i r 9. Size of lot: Front �® Rear ® Depth g 10. Date of Purchase 5 3 — ®FName of Former Owner F-- FA o'-71 0 s° '17 11. Zone or use district in which premises are situated /�,:' — C4 D 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO -V Will excess fill be removed from premises? YES � NO 1--errs -i- �''cr zar3et� 25 Co�P�ssC.�,� ri a L/ 2- 9 6 �l b' 14. Names of Owner of premises 41 g Y 7-.P-° Address L.e�� f°�"`� ��P tune No. �6 L{65- 1300 Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? "YES X NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES ti--- NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on pro erty is at 10 feet or below, must provide topographical data on survey. Le leve¢/o/I �tZ®ve, 1® ° 18. Are there any covenants and restrictions with respect to this property? * YES NO X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: ` COUNTY OF ) being duly sworn, deposes and says that(s)lie is the applicant (Name of individual signing contract) above named, C®IVNIE D. BUNCH Notary Public,State of Now York (S)He is the No of Bt 161 MR@ (Contractor, Agent, Corporate Officer, etc.)Dualified in Suffolk County Commission Expires Apol 14,222 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 tq Pefore methi day of . 20 kA daNotary Public Signature of Applicant �.... =`.:�iC�--i`^ri��p. ;�.�./e•l 'r•a - 01-1�•CCiii1/y-rr« _ —'"�CCili'%�►.li•�'l' -s,S• �Pi':llpii•- �•'Vf••1•/r'r'F i'..^.0 114C-� rr wu. ".`\\11.1 / ►/ ..'� /I/r �.r"�\ f ,%�\ ►'r-' `- v^^\11 I/j• � �T•\\ �'r V ►Il t • " I, _ ,"' ice;,,F � � _ i0` = ��ij s �•:, - :�� `�r� Z � � Z "'b" � �l' � �"_� ��� = ,rel''•".,—. __ 1�' - _ %�^��- �• � BOARD OF`SOUTHOLD�TOWN TRUSTEES + SOUTHOLD,NEW YORK PERMIT'NO. 7512 DATE:'MARCH 23,2011 ISSUED TO: LOUIS•& ELIZABETH.MASTRO PROP t,,: ,,ERTY ADDRESS: 1595 BAYVIEW AVENUE SOUTHOLD77 '- ' y\� }:4,,1.11 � �,;SCTM#'S2-5-9 .. . ._ f� . -. - •:t, _ Is AUTHORISATION Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the'Town of - � Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on March 23:201.1,and in consideration apphcahon fee in the sum-of$250.00 paid by Louis&=Elizabeth J„t_ ; ,1•► ' Mastro and subject to the Terms aril Coiiditioris as'stafed'iri the Resolution,the'Southold'TownBnard of ►►y►;r Y'<< Trustees authorizes and permits the following: Wetland Permit to demo h and reconstruct'wnew two-story single-family dwwellin2. non habitable attic,basement with4 t outs®de stairs, and front an'drear,decks; ►,I;e °' ithsthe:conditions,of a line of staked.hay bales with silt fencing is to be installed pr• - 7. lyz. cl to construction; the dwelling will conform to Chapter 236 of the Town`Code-Storm �1 Water Runoff Management; a 15W'wide non-turf buffer is installed"aid'maintained aldrig•tlie landward edge.of the bulk and_as depicted on the site plan pre .1jr by_ �: , Richa'r`.d:Boy$"•Arehitect;last-dated January 9;.2011,,and stamped approved onMarch ' ` It 11 IN WITNESS WHEREOF,the said Board of Trustees hereby causes itsyCorporate,Seal tofbe;affixed, and these presents to be subscribed by a majority of the said Board as of this date. cam •s/��_ - .R•,'. �� �•'r I' p' � �„r int r +-_ ^IIV ill ��e�` Y i � 'i�� ,` -< -F��III �'I .� V ,�-, ..w es" !s .•/ 1.« -.:411 1•.L•.' •/ w-- 'e:•Ill 1\gyp.,. ..'./ / 1 ie^ �.'^'..�i 11 11\ 0� SOUI Michael J.Domino,President �0� y�lO Town Hall Annex John M.Bredemeyer III,Vice-President 54375 Route 25 Charles J.Sanders P.O.Box 1179 G Southold,New York 11971 Glenn Goldsmith ® �� Telephone(631) 765-1892 A.Nicholas Krupski I�COU Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1340C Date: May 16, 2017 THIS CERTIFIES that the demolition and reconstruction of a new two-story single- family dwelling; non-habitable attic basement with outside stairs, and front and rear decks; remove the entire roof, front porch remove and reconstruct rear sunroom and move from the water by F-3/4" construct 312 sf addition in front of the northeast side of the dwelling with new basement; and install a fence along the north and south property lines and along the front of the property with the conditions of a line of staked hay bales with silt fencing is to be installed prior to construction; the dwelling will conform to Chapter 236 of the Town Code-Storm Water Runoff Management; a 15' wide non-turf buffer is installed and maintained along landward edge of the bulkhead; At 1595 Bayview Avenue, Southold Suffolk County Tax Map#1000-52-5-9 Conforms to the application for a Trustees Permit heretofore filed in this office Dated February 14,2011 pursuant to which Trustees Wetland Permit#7512 dated March 23,2011,was issued and Amended on April 18, 2012 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for demolition and reconstruction of a new two-story single-family dwelling; non-habitable attic basement with outside stairs, and front and rear decks; remove the entire roof, front porch remove and reconstruct rear sunroom and move from the water by F-3/4" construct 312 sf addition in front of the northeast side of the dwelling with new basement; and install a fence along the north and south property lines and along the front of the property with the conditions of a line of staked hay bales with silt fencing is to be installed prior to construction; the dwelling will conform to Chapter 236 of the Town Code-Storm Water Runoff Management; a 15' wide non-turf buffer is installed and maintained along landward edge of the bulkhead. The certificate is issued to LOUIS &ELIZABETH MASTRO owners of the aforesaid property. Authorized Signature r ork State Department of Environmental Conservation on of Environmental Permits, Region 1 @ Stony Brook ,rcle Road, Stony Brook, NY 11790-3409 ine: (631)444-0403 • Fax: (631)444-0360 absite:www,dec.ny,gov Alexander B. Grannis Commissioner LETTER OF NO JURISDICTION TIDAL WETLANDS ACT April 16, 2010 Louis and Elizabeth Mastro 25 Compass Lane Levittown, NY 11756 Re: DEC* 1-4738-03961/00001 1595 Bayview Avenue Southold, NY 11791 SCTM#1000-52-05-09 Dear Mr. and Ms. Mastro: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: The portion of the referenced property which is located landward of a functional and substantial man-made structure (a concrete seawall) greater than 100' in length, constructed prior to 8/20177 as evidenced on Aerial Image Resources Photograph Exposure# 72-2021 and as shown on the survey revised by Laurence Michael Haynes on February 17, 2010, is beyond the jurisdiction of Article 25(Tidal Wetlands). Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act . Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal.Wetlands jurisdiction which may result from your -project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15'to 20'wide construction area) or erecting a temporary fence, barrier, or hay bale berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, ` Laura J. Scovazzo Permit Administrat6r v sla cc: MHP Steve Christiansen 4/ Vyears of stewardship ag-/0-,tt ilD BOARD MEMBERS *OF SO Southold Town Hall Leslie Kanes Weisman, Chairperson �0� yOIO 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 James Dinizio Office Location: Gerard P. Goehringer G Town Annex/First Floor,Capital One Bank George Homing 'gyp �� 54375 Main Road(at Youngs Avenue) Ken Schneider _ �yCQ�NT`I,� Southold,NY 11971 http://southoldtown.northfork.net EE n� (� ZONING BOARD OF APPEALS ® �J TOWN OF SOUTHOLD Tel. (631)765-1809•Fax(631)765-9064 JAI 2 5 2011 FINDINGS,DELIBERATIONS AND DETERMIN TION BLDG DEPT. MEETING OF JANUARY 19,2011 TOWN of SOUTHOLD ZBA FILE: 6417 NAME OF APPLICANT: Louis and Elizabeth Mastro SCTM#1000-52-5-9 PROPERTY LOCATION: 1595 Bayview Ave., (adj.to Arshamomque Harbor)Southold,NY. I SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated October 20, 2010 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP: This application was referred for reviewed under Chapter 268, Waterfront Consistency review of the I Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued his reply dated November 29, 2010, based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the' records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is I CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: Subject property is a non-conforming 9,148 sq. ft. lot in a R-40 zone, it is j improved with a one story dwelling with attached room and an accessory detached garage. The property has 50.00 feet of frontage on Bayview Ave., 188.00 feet along the southeast property line, approximately 50.00 feet along Arshamomque Harbor and 184.00 feet along the northwest property line as shown on the survey prepared by Island I Wide Land Surveyors, dated last update Feb. 17,2010. BASIS OF APPLICATION: Request for Variance from Code Sections 280-116(B) and 280-124, based on an application for building permit and the Building Inspector's June 14, 2010, amended September 8, 2010, Notice of Disapproval concerning proposed demolition and reconstruction of a new single family dwelling at; 1) less than the code required bulkhead setback of 75 feet, 2) less than the code required minimum side yard setback of 10 feet, 3) less than the code required total combined side yards of 25 feet, 4) less than the code required rear yard setback of 3 5 feet. RELIEF REQUESTED: The applicant proposes to demolish the existing dwelling and construct a new dwelling requiring a 26 foot setback from the bulkhead where the code requires 75 feet, a side yard setback of 5.1 feet where the code requires 10 feet, a combined side yard of 15.5 feet where the code requires 25 feet and a rear yard setback of 30 feet where the code requires 35 feet. I '4 Page 2—January 19,20]] ZBA File#6417-Mastro CTM 1000-52-5-9 AMENDED APPLICATION: During the hearing, the applicant was asked to bring the plan into more conformity with the code. The applicant on December 30, 2010 submitted a plan increasing the setback to 34 feet from the bulkhead, 10 foot side yard, 22 feet combined yards and a conforming rear yard setback, thereby bringing the plan into more conformity with the codes. . FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application September 23, 2010, December 2, 2010 and January 6, 2011 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the alternative relief will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Locating a proposed new dwelling at a minimum of 40 feet from the bulkhead and restricting the width of the house to 28 feet excluding the steps and entry way to the basement located on the northwest side of the house, will make the positioning of the new structure more conforming to the code. The proposed new dwelling will replace an uninhabitable and neglected house with an attractive and safe home that will enhance the neighborhood. 2. Town Law X267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. Due to the narrow (50 feet) width of the subject property, an area of 25 feet is conforming with respect to the side yard setbacks. Additionally the lot is adjoining Ashamomque Harbor with an existing bulkhead. The code requires that the building be setback 75 feet from the bulkhead. However, the required placement of the sanitary system in the front yard limits the applicant to constructing a house no closer than 85 feet to the front yard. These restrictions will limit a new dwelling to 28 feet in length. Therefore, the Board finds that no reasonable building can be constructed on any part of the property without the need for substantial variances. 3. Town Law &267-b(3)(b)(3). The variance granted herein at 40 feet from the bulkhead is substantial when compared to the code requirement of 75 feet from the bulkhead, representing a 46.6% relief from the code. The variances granted herein with respect to the side yard setbacks, are not substantial as amended by the applicant to 10 ft (exclusive of exterior basement stairs) and 12 ft. These new setbacks eliminate the single side yard variance and create a proposed combined side yard setback of 22 feet where the code requires 25 feet. However, the resulting upgrading of the building and sanitary system will have a beneficial effect on the property. 4. Town Law §267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. A new sanitary system and standards that meet the Town's drainage code will be environmentally beneficial. 5. Town Law X267-b(3)(b)(5). The difficulty has been self-created. The applicants purchased the existing house in its uninhabitable condition. However,by seeking the variances the applicant is asking to create a livable home in a more conforming location on the property. i 6. Town Law 4267-b. Grant of alternative relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new house while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Dinizio, seconded by Member Weisman (Chairperson), and duly carried,to i DENY as applied for, and GRANT ALTERNATIVE RELIEF as noted below: 1. The width of the house shall not exceed28 eet, excluding proposed outside basement stairs. 2. The setback from the bulkhead shall b r 0 feet to the dwelling including attached decks. Page 3—January 19,2011 ZBA File#6417-Mastro CTM 1000-52-5-9 3. A minimum side yard setback of10 bet. 4. A combined side yard o '2 eet. 5. The existing detached gar ge shall be moved to a conforming location or removed. Before applying for a building permit,the applicant or agent must submit to the Board of Appeals for approval and filing, two sets of the final architectural drawings conforming to the alternative relief granted herein.The ZBA will forward one set of approved,stamped drawings to the Building Department.Failure to follow this procedure may result in the delay or denial of a building permit,and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps,are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses,setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes-Members Weisman(Chairperson),Dinizio,Schneider. (Absent was-Member Goehringer) (Member Horning by telephone, no voting right)This Resolution was duly adopted(3-0). I 04, I j Leslie Kanes Weisman, Chairperson Approved for filing ! / /2011 I I i i i PON 'Town of Southoi ld Erosion, Sedimentation & Stonnmatcw Run- off ASSESSMENT FARM X PROPERTY LOCA710M &MTJLO: THE Fo1.Lamft A0=ON8 MAY REQUIRE THIS SUBMISSION OF A STO ATER.G SION ING DRAINAGE AND EROCONTROL PIAN _..y————— Aistrrct— sectio„ —Block — Lot ——CERTiF1ED BY A DESIGN PROFI SSlONAL I B STATE OF N YOQK. Item Number: (NOTE: A Check Mark ;/ far each — —————^——~———--— A ) Question Is Required fora Complete Application) ---------- -- ---- ---------------------------- -- -- Yes No Will this Project Retain All Stomr-Vlfater Run-off Generated by a Two(2")Inch Ralnu on Site? ———— — — (This ftern will Include all run-off created by site Clearing and/or construction activities as welt as an Site F-1 improvements and the permanent creation of impervious surfaces.) 2 Was the Site Plan andlor Survey 41110W All Proposed Drainage Structures Indicating Side&Location? q� This item shall include all Proposed Grade Changes and Slopes Controlling Surface Watenowi 3 Will this Project Require any Land Filling,Grading or Excavation where there Is a change to the Natural Existing Grade involving more than 200 Cubic Yards of rvlaterial within any Parcel? F-1 X/ . 4 Will this Application Require Land Disturbing AcMes Encompassing an Area in Excess of E] v/ Five Thousand(5,000)Square Feet of Ground Surface? _ 5 Is there a Natural.:Water Course Running through the Site? ® / is this Project withIn the Tnmlees jurisdiction or within One Hundred(10o)feet of a Wetland or Beach? p^�� 6 Will there be Site preparation on Existing Grade Slopes which Exceed FHieen(15)feet of Verticar Rise to ! One Hundred(1W)of Hodmntal Distance? u '✓ 7 Will Driveways,Parking Areas or other Impervious Surfaces be Sloped to Direct Storm Water Run-Off into andfor in the direction of a Town dght-of way? F-1 8 Will this Project Require the Placement of Material,Removal of Vegetation and/or the Construction of � / MY Item Within the Town Aight-orWay or Road Shoulder Area? (This Item will NOT Include the installation of Driveway Aprons.) 9 Will this Project Require Site Preparation within the One Hundred(100)Year Floodplain of any Watercourse? NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm Water,Grading, -- •— Drainage&Erosion Control Plan Is Required and Must be Submitted for Review Prior to Issuance of Any Building Permifl -- --------------_ ------- niPnoN• No Does this project meet ftminimum standards for classification as an Agricultural Project? Yes W Note: If You Answered Yes to this Question,a Storm^Water,Gruding,Drainage&Erosion Control Plan is NOT Requiredl — = _ __. STATE OF NEW YORK, — "— COUN'T'YO�F..................................I.......SS That 11�' Fes» r "lam '• ",being duly sworn,deposes and says that he/she is l (Name or individuatow tg Document) the applicant for Penult, Andthat he/she is the ...... `?.�G.. .. ..........................................................................».................. Owner and/or representative of the Owner (owner,Conaactor.Agent �officer am.) .........._........»............... of Owner's,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 herewith. Swom to before and this; ................................... d or .. . ............... ....,200 Notary Public: ....... ... ...............:0............. .. • •.. •Signatureotpp •••••»._... FORM - 0 0 JOHN J.JORDAN III ._ _-___-_ .----- _--' Nalery-Rublior;3tate-(�f-�181Af-'Ybt1t.- :• ---No. 01J06076100 `= Qualified In Nassau County rrnn Commission Expires June 17,20.( t Town Hall Annex 1 Telephone(631)765-1802 54375 Main Road y ,ax(631)765-y 5Q2 P.O.Box 1179 G Q roger.richert own.SOUtnOld ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: _ Name: License No.. Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: MN S V-0 Eu2 N'NL I *Address: *Cross Street: *Phone No_. 51 Pen-nit No.: Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION'OF WORK(Please Print Clearly) SA x- p1w—fie- �e .�, - v (Please Circle All That Apply) Is job ready for inspection: YES/ NO Rough In Final *Do you need a Temp Certificate: YES/ NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other ~ ••.,, *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION o o 82-Request for Inspection Form )tA_ Jun 17 11 03:52p Richard Boyd, RA 797-5081 p.1 Richard Boyd-Architect 206 Richmond Avenue Massapequa,NY 11758 (516)797-5080 16 June 2011 Towle of Southold Building Department 53095 Main Road Southold,I+1Y 11971-1179 RE: Flood Zone 1595 Bayview Ave Section: 52 Block: 5 bots: 9 Owner: Louis&Elizabeth Mastro As per the Federal Emergency Management Agency, the map dated 9-25-2009 shows the Flood Zone Designation to be Zone X-Areas of 0.2% annual chance flood. Flood information provided by Island Wide Land Surveyors located at 199 Lafayette Drive, Syosset,New York. If there is any other questions or requests please do not hesitate to call. You ly, ® C� CEHE JUN 17 2011 R hhard Boyd,9RA �:' BLDG.DEPT. TOWN OF SOUTHOLD PA ,s. 117 Doctors Patn Long Island Power Autho ft Riverhead,NY 11901 June 30, 2011 Elizabeth Mastro 25 Compass Lane Levittown, NY 11756 RE: Ref. #T101234496 1595 Bayview Av., Southold Dear Ms. Mastro: This letter is to advise you that the electric service to the above referenced premises were removed. There was no gas to the building. If you have,any questions, please contact Ken Mucci at (631)548-7234. Very truly yours, Debra Gilmartin Work Coordinator OH/UG Lines DG/md September 14, 2012 Building Department Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold,NY 11971 Re: Louis &Elizabeth Mastro 1595 Bayview Ave Southold,NY 11756 To whom it may concern, Enclosed are 4 copies of the revised cover sheet stating the 2010 Residential Code of the State of New York and 120 MPH wind data. If you have any questions,please feel free to call. Sincere , Steven Chri ye �d D ECEDWE =20 BLDG DEPT TOWN OF SOUTHOLD Feb 01 13 05:03p Richard Boyd, RA 797-5081 p.2 Richard Boyd -Architect 206 Richmond Avenue Massapequa,NY 11758 (516) 797-5080 1 February 2013 Building Department Town Hall Annex Building 54375 Route 25 P.O. Box 1179 22 nq Southold, NY A 971 D is V Re: Louis &Elizabeth Mastro FEB — 1 2013 1595 Bayview Ave Southold,NY 11756 Section: 52 Block: 5 Lots: 9 BLDG.DEPT. TOWN OF SOUTHOLD To 'Whom It may Concern, This letter is being submitted to document as-built ceiling heights for the new home under construction at the above address. The field dimensions of the first and second floor heights is 9'-1". The roof pitch was constructed at 9:12 as per the approved drawings_ Both the owner and contractor are aware,and will make certain,that when construction is complete the building height above grade will not exceed the ZBA approved height. All dimensions and slopes were provided by the contractor of record on 31 January 2013. If there is any other questions or requests please do not hesitate to call. Your ru v, p A Cy rs D �lF d i chard Boy , RA ,Q SMD, 020,10 a4� OF K � ca h vvv �m4 ; In l OF SOOMLD - L' ------------------ r oF sovey®l � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD May 12, 2017 Louis & Elizabeth Mastro 25 Compass Lane Levittown, New York 11756 RE: 1595 Bayview Avenue,Southold TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. �C Final Survey with Health Department Approval. � Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) xTrustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) 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: 41355-Z New Dwelling . k "00(l �� `�. �'` ,,:: �. r►. :s :� r �, � �y ,. ! I I I I � 1 i i i I� 'r IPS' ��'�` -> '� �, ��M `�`.�. . _ - �� �a � .. Ire ..!<_��►J-�J.�.' '�-, �6 r - ..%_ ams �, - ,�/ _ '•r�- "�-: � _ wee — +� +- r y � � x. �' � �� n '� F ���. � �, 1�,1.• • 7 f +• - j.yA �'� n.y � ��s' 4 ,: � y' d. `�- hr i y t. _'(� t '�. _. �.k �t .: �`,` � � 1 :- � � � - �,� r '+ � I � i /F l � !i �, �� I � i �. gg � �i"� i ��:� �. ��. f�.��. =- . -� �m ,,�t _r �R � ��f�` _ _R r S � _ , �A � � � � �. � ��V � ' � �� r r-` s ��:��' f ' - �� �: „bl �� . � 'G '`� '. i ti i t < S s 3 * - r f� r Y - + I t { REScheck Software Version 4.4.3 Compliance Certificate Project Title: MASTRO RESIDENCE Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Glazing Area Percentage: 20% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 1598 BAYVIEW AVE SOUTHOLD,NY Compliance:0.0%Better Than Code Maximum UA:426 Your UA:426 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Gross • Assemblyor or D•• LI-FactorPerimeter Ceiling 1:Flat Ceding or Scissor Truss 1212 38.0 00 36 Wall 1•Wood Frame,16"o.c 2778 15.0 0.0 169 Window 1:Wood Frame:Double Pane with Low-E 337 0.320 108 Door 1:Glass 224 0.300 67 Door 2:Solid 20 0.320 6 Floor 1:All-Wood Joistlfruss:Over Unconditioned Space 120 30.0 0.0 40 Compliance Statement: The proposed building design described here is co iste t with to building plans,specifications,and other calculations submitted with the permit application.The proposed building h be n desig edV meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4 3 and to comp) wit the man ato equirements listed in the REScheck Inspection Checklist. 7--'C Name Title Signat re Dat D A . 020110 FN Project Title: MASTRO RESIDENCE Report date:08/28/12 Data filename:C:\Drawings\MASTRO-Leigh\new two story house\MASTRO.rck Page 1 of 1 REScheck Software Version 4.5.0 Compliance Certificate Project MASTRO RESIDENCE Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 20% Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1598 BAYVIEW AVE SOUTHOLD, NY ®o _. -y, -1111 = -- 'n'- " w v �' y� asp e,..t; ,.a 'a 'rte^ie `��, S�,r. testi toii ,:%i:%.. 'S":'` �J t .,Rw.1e_'°" i. '.:�`^s'�".� '.'YNi•:. ;r.n�'-�-L,a�; ': -T':,�^. �'.jX;.ar. `F �_ ��rqJ•�.�n ��d..m^' :,�r.4ti—�A`�'�N�..-�1y �--'• Compliance. 9.9%Better Than Code Maximum UA 426 Your UA- 384 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Area Ca ity Co Gla2ing AsseMbly or I IV 'or Door UA Ceiling 1: Flat Ceiling or Scissor Truss 1,212 30.0 0.0 0.035 42 Wall 1:Wood Frame, 16" o.c. 2,778 23.0 0.0 0.055 121 Window 1:Wood Frame:Double Pane with Low-E 337 0.320 108 Door 1: Glass 224 0.300 67 Door 2: Solid 20 0.320 6 Floor 1:All-Wood j oist/Truss:Over Unconditioned Space 1,206 30.0 0.0 0.033 40 Compliance Statement: The proposed building design described®reissistent with;the b ilding plans,specifications, and other calculations submitted with the permit application.The proposeds been de'igned�o meet the 2010 New York EgeConservation Construction Code requirements in REScheck Versid to compI witF�the mandatory require ents fisted in the RES heck Inspection kljst�. Name Title %T Si nature Dat I � ' r s- �1-4 DIP Project Title: MASTRO RESIDENCE Report date: 10/03/14 Data filename: C:\Drawings\MASTRO-Leigh\new two story house\MASTRO.rck Pagel of 1 _ 155UED REVI5ED II MARCH 2010 - 5CDH5 26 MAY 2010 - 5CDH5 REVI5ED PER COMMENT5 > DISTRICT 1000,SECTION 52,BLOCK 5,LOT 11 U o AREA SURROUNDING SEPTIC TANK MOUND AND -F-j Q LEACHING POOL MOUND TO BE BACKFILLED G6 < AND REGRADED SEE LEACHING POOL AND SEPTIC TANK DETAILS FOR FINISHED GRADE I E!e C4 F�c<�—,ELEVATIONS 51NGLE FAMILY RESIDENTIAL ®a fa ® Lu G) tv ADJACENT PROPERTY 51NOLE FAMILY ° t� J7 ';'(5)8' 41 x 3'-0"LEACHING POOLSRESIDENCE WITH PUBLIC WATER No o�oa� ; _ �EXISTING SEPTIC SYSTEM TO BE PROPERLY SUPPLYAND SEPTIC TANK/LEAGHINGo oFeGr�oN cr -j ABANDONED.VERIFY LOCATION IN FIELD POOL SEPTIC SYSTEM \ krRsioF�ryrL > 'C�Z-:vol tx Lc CL1000 GALLON SEPTIC TANK 50%FUTURE uri w m �+ „r � CirI`— EXPANSION POOL5 0 '� w '�� p� 2�� Q TWEL=8.24' IU 0 ® ... U Q � BWEL=4.14_ N 52° 50'00" E _ '�> -ZQ— III I' 184 00' Z O w Bdi9 ® I11B 11—�—U 4 ELEV= ELEV= �v w eJrz ELEV= ELEV= p I I-V l Lu I,- P� l�A 10 81 J 1122' 1151' i w • � - w 34 --1-- :.C. f---=-a � -. e-yE.P. E.P., "� ® w u! p 2 STORY FRAME iol e� gip;)�-`\i% MN MN DWELLING M' H' v�"_ W �fI ,a W ELEV=12 bl' TEST -9 _TEST BORING 9 - of - OWNER of and Mf`'S . �( 57 ® Q o ELEV= ELEV= ELEV= ASPHALT DRIVE m w v 1056, 1051, 10.111' m TWEL=8.28' 5 52° 50'00"w 18800' ELEV= N L 15c15 5A"r\/I EW ?AVE BWEL=4.03' 4"DIAMETER OR055 OVER PIPE AS SHOWN. 10,111 1w SOUTHOLI7, NY 1111-11 SEE DETAILS PROPOSED WATER SERVICE I CEJ I�) 4�8-601 8 TITLE I,,I }•'� G°� p�/ ALL SUPPLY PARCELS WITHIN 150 FEET ARE IMPROVED 5INc;LEAT FAMILY RESIDENCES. I�fME RENOVATION AI TH 5EGONL J I OI` I NO SUPPLY WELLS WITHIN 150 FEET. ALL PUBLIC WATER CONNECTIONS. SINGLE FAMILY RE51DENTIAL ll J� a ADJACENT PROPERTY:5INGLE FAMILY RIG HABON,/RD I D - Architect RE51DENCE WITH PUBLIC WATER 5UPPPOOL SEPTIC SYSTEM AND SEPTIC TANK/LEAGHING POOL DEE SIGNERS - PLANNER5 - HOMINSPEGTOR5 S PLOT PLAN 20(b WHMOND AVE NORTH MA55APE:QUA, NY II'I58 SITE INFORMATION OE3TAINED FROM SURVEY PREPARED BY LOT AREA 11,300 SQUARE FEET (O 21 ACRES) NpRTiy (SI6) a -r✓'O8O 1 SL,AND WIDE'. LAND SUR�/E YORS - F=EE3 17, 201 O 51TE PLAN PREPARED BY: RICHARD BOYD ARCHITECT-(516)lql-50&0 Q�� D IN6 206 RICHMOND AVENUE,MA55APEQUA,N.Y. II15& 5 lr` SCALE: A5 NOTED I� A= REC a I DATE: 26 MAY 2010 MAY 2 8 2010 ��� ` °>2e�� ®SOF/ DRAWN BY: 5C SUFF.CO.HEALTH SERWES RICH - IITTECT .1oB#: oa--►6 , TE=ST HOLE DATA SEPERATION OF WATER AND SEWER LINES S)=WER LINE: REQUIREMENTS SITE PLAN NOTES TEST �7 L d� I PARALLEL INSTALLATION-HATER LINES SHALL BE LAID A MINIMUM ALL SEWER LINES SHALL BE A MINIMUM OF FOUR INCHES IN DIAMETER DISTRICT 1000,SECTION 52,BLOCK 5,LOT q OF TEN FEET HORIZONTALLY FROM ANY 5EWER LINE. ZONE R-40 SINGLE FAMILY RESIDENTIAL THERE SHALL BE A LENGTH OF CAST IRON SEWER LINE EXTENDING TYPE 5 WOOD FRAME CONSTRUCTION TEST HOLE BY WHEN LOCAL CONDITIONS PREVENT A HORIZONTAL SEPARATION OF TEN THROUGH THE FOUNDATION TO A POINT A MINIMUM OF TWO FEET SLACKE TEST BORING, INC, FEET,A WATER LINE MAY BE LAID CLOSER TO A SEWER LINE PROVIDIED BEYOND THE FOUNDATION WALL. BEDROOMS: 4 P.O. BOX 64 KIN05 PARK, NY 11-154 THAT THE BOTTOM OF THE WATER LINE 15 AT LEAST 18 INCHES ABOVETHE SEWER LINE FROM THE BUILDING CAST IRON PIPE TO THE SEPTIC GARBAGE GRINDERS. O PHONE: (631) 269-7930 THE TOP OF THE SEWER LINE. WHEN THIS VERTICAL SEPARATION TOTAL BEDROOMS/GRINDERS. 4 DATE: 22 FEBRUARY, 2010 CANNOT BE OBTAINED,THE SEWER LINE SHALL BE CONSTRUCTED OF TANK AND TO THE LEACHING 2 ) SHALL MEET OR ERASED COMMERCIAL STANDARDS GLA55 55 2400 SEWER PIPE,OR ASTM 1,000 GALLON MINIMUM SEPTIC TANK CAPACITY GRADE ELEV 0.0' PEECRIPTIONOF5MIKE MATERIALS AND JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR PLASTIC 5EWER PIPE WITH A MINIMUM SDR 35 21 50 FT MINIMUM LIQUID SURFACE AREA STANDARDS OF CONSTRUCTION AND SHALL BE PRESSURE TESTED TO RATINS. IN THE TOWN OF HUNTINGTON,CAST IRON PIPE 15 REQUIRED TOPSOIL AND LOAM A55URE WATER TIGHTNESS PRIOR TO BACKFILLING BETWEEN THE BUILDING FOUNDATION AND SEPTIC TANK INLET LEACHING SYSTEM DESIGNED FOR 501L CONDITIONS WHERE THE CROSSINGS-THE GROSSING OF 1^IATER AND SEWER LINES SHOULD BE GROUNDWATER I5 9'-8"FEET DEEP THE LEAGHINS POOLS WILL AVOIDED UNLE55 PROVEN ABSOLUTELY NECESSARY IN SUCH GASES SLIP-RING CONNECTORS OF THE PROPER TYPE SHALL BE USED AT THE BE REQUIRED AS FOLLOWS• 3 6' CAST IRON JOINT. 5EWER LINES SHALL BE LAID BELOW THE WATER LINE AND PROVIDE A THE 5EWER LINE FROM THE BUILDING TO THE SEPTIC TANK SHALL HAVE FIVE POOLS CONTAINING ONE (1)3'HIGH x 8'-O" DIAMETER SEPARATION OF AT LEAST 18 INCHES BETWEEN THE BOTTOM OF THECESSPOOL RIN65 CLUSTERED FOR A TOTAL OF 15'-0" WATER LINE AND THE TDP OF THE 5EWER LINE. A MINIMUM PITCH OF 1/4"PER 1'-0" AND A GLEAN-OUT OR MANHOLE VERTICAL FEET 15'-0"EFFECTIVE = 315 50.FT 51DEWALL AREA EVERY 50 FEET. SEWER LINE JOINTS SHALL BE AT LEAST TEN FEET FROM THE POINT OF THE SEWER LINE FROM THE SEPTIC TANK TO THE LEAGHINS POOL(S) FINAL GRADING AND BACKFILLING NOTES COURSE TO FINE BROWN GRO551N6. SHALL HAVE A 411NIMUM PITCH OF 1/8" PER 1'-0". FINAL INSPECTION-AT THE TIME OF COMPLETION,THE SYSTEM SHALL WHEN LOCAL CONDITIONS PREVENT PLACEMENT OF THE WATER LINE AND LIGHT BROWN • SEINER LINE TRENGH(E5)SHALL BE FIRMLY TAMPED ALL BACKFILL BE LEFT VISIBLE FOR INSPECTION PRIOR TO INSPECTION,THE BOTTOM SAND AND MEDIUM TO ABOVE THE 5EWER LINE,THE FOLLOWING ADDITIONAL CONDITIONS SHALL BE FIRMLY TAMPED BY HAND ABOUT THE PIPE THE PIPE(S) OF THE PIPE TRENCH SHALL BE BACKFILLED WITH GRANULAR MATERIAL FINE GRAVEL (SP/SW) APPLY- SHALL BE SECURELY CEMENTED AT THE POINT OF ENTRY INTO THE AND STABILIZED TO PROVIDE FIRM BEDDING.THE PROPERTY LINES A VERTICAL SEPARATION OF AT LEAST 15 INCHES SHALL BE PROVIDED SEPTIC TANK AND LEAGHINS POOL(5) SHALL BE "STAKED" IN ORDER TO ASCERTAIN THAT THE SYSTEM 15 BETWEEN THE BOTTOM OF THE 5EWER LINE AND THE TOP OF THE WATER THERE SHALL BE NO BENDS IN THE 5EWER LINES TO THE SEPTIC TANK. LOCATED ON THE PROPERTY IN ACCORDANCE WITH SUFFOLK COUNTY LINE. IF BENDS ARE UNAVOIDABLE,THEN FOR BENDS WITHIN THE FIRST TEN DEPARTMENT OF HEALTH SERVICES STANDARDS AS DESCRIBED WITHIN WATER LINE JOINTS SHALL BE AT LEAST TEN FEET FROM THE POINT OF FEET FROM THE HOUSE FOUNDATION,THE 5EWER LINE SHALL BE THESE SEPTIC SYSTEM NOTES. GROSSING CONSTRUCTED OF CAST IRON FROM THE HOUSE FOUNDATION UP TO BACKFILL AND GRADING -THE COMPLETED SYSTEM SHALL BE SEWER LINES SHALL BE CONSTRUCTED OF MATERIALS AND JOINTS THAT AND INCLUDING THE BEND.LONG SWEEP ELBOWS SHALL BE USED AND BACKFILLED AND COVERED WITH SUITABLE SOIL FOLLOWING 16.6' ARE EQUIVALENT TO WATER MAIN STANDARDS OF CONSTRUCTION FOR BENDS SHALL NOT EXCEED 45 DEGREE5 AS MEASURED ALONG THE APPROVAL TO DO 50 BY THE DEPARTMENT OF HEALTH SERVICES THE THE ENTIRE LENGTH OF THE SEWER LINE AND SHALL BE PRE55URE AX15 OF THE STARTING PIPE.FOR BENDS FURTHER THAN TEN FEET PROPERTY SHALL BE GRADED 50 AS TO MINIMIZE SURFACE DRAINAGE COURSE TO FINE BROWN 5AND, TESTED TO A55URE WATERTIGHTNESS PRIOR TO BACKFILLING FROM THE HOUSE FOUNDATION AN APPROVED MANHOLE OR INTO THE SYSTEM A MAXIMUM FIVE PERCENT SLOPE SHALL BE SOME 5MALL TO FINE GRAVEL, GLEAN-OUT SHALL BE INSTALLED.FOR PROJECTS WITH A LARGE MAINTAINED FOR A MINIMUM OF 20 FEET HORIZONTALLY FROM THE • OCCASIONAL MEDIUM NUMBER OF BENDS CONSULT THE DEPARTMENT OF HEALTH SERVICES NEAREST EDGE OF OF THE LEAGHINS POOL(5)BEFORE TAPERING OFF GRAVEL (SP/5W3 PRIOR TO INSTALLATION TO PREVENT SEEPAGE OF THE LEACHATE THROUGH THE TOE OR EDGE ALL SEWER LINES SHALL BE STRAIGHT WHEN SECTIONS OF PIPES ARE OF THE SLOPE STEEP GRADES FURTHER THAN 20 FEET FROM THE 1200' USED,THEY SHALL BE OF THE SAME MATERIAL AND CONNECTED WITH LEACHING POOLS SHALL BE STABILIZED PURSUANT TO LOCAL CODES. COMMENTS. GROUNDWATER COUPLINGS OF THE SAME MATERIAL THE COUPLIN05 SHALL BE OWNER ENCOUNTERED AT 9'-10" SECURELY INSTALLED AND WATERTIGHT.DIRECTIONAL CHANGES THROUGH THE USE OF APPURTENANCES MAY BE PERMITTED IF ABSOLUTELY NECE55ARY ad }�-l � A WHEN U51N6 MORE THAN ONE TYPICAL LEACHING POOL,ALL 5EWER LINES FROM THE DISTRIBUTION BOX TO THE POOLS SHALL BE SET IN I SGS E3A4YV I EV4 A4VE THE DISTRIBUTUION BOX AT THE SAME ELEVATION 50UTH0LD, NY I I G-71 (51&) —&018 TITLE CENTER HOUSE RENOVATION WITH 5EGOND 5TORY LEAGHINS POOL SEPTIC TANK FIRST FL. EL 11.51 EL 11.51' EL 11.51' EL 11.51' EL. 12 61' RIGHARD E30YD - Architect GRADE (EL 0') (EL O') GRADE (EL O') (EL O') L4'LT EIMH-�IE_ EL 9.84' DESIGNERS - PLA4NNER5 - HOME INSPECTORS n __ -_-_ I[$"ET PITCH MIN EL 9.01' �L 9 51, (EL-1.66') EL 8 68' ———1----- (EL-2 5') _ (EL-2 0') 206 RICHMOND AVE NORTH MA55APEGUA, NY 11'158 APOLCENT cn (EL-2.83') APOLCENT 4 CELLAR L---- o Q ----J(EL-5 O1 (EL-bAI) 516) 7-5080 # Lu o D G _EL 3.01' "' EEL 2.51' S �C , SCALE: A5 NOTED EL 1.68' (EL -85) — — — TLOT EL 1_68GROUND WATER 83') (EL -9 839 �A�a DATE: 26 MAY 2010 A==2— SEFTI DEI- TH JOHE.I'IATI�i ;�` DRAWN BY: SC 2 OF 4 RECEIVE @20� ®� p � .Ioe#: 041-16 - SUFF"CO. HF/3,1_Tf•,SERVICES ;r+we'GPap° `°+�'pix• �' ,-e':_.�$„-�•r-s:,.,n.•;:,.. i SEPTIC TANK NOTES 1000 GALLON CAPACITY ALL MATERIALS SHALL BE IDENTIFIED AS TO MANUFACTURER AND AND 21 SQ FT MINIMUMHAVE THE IDENTIFICATION V151BLE AT THE TIME OF INSPECTION LIQUID SURFACE AREA 20 DIA. WATERTIGHT, FOR 4 BEDROOM INSECT PROOF, SEWAGE ALL MATERIALS,PRODUCTS,AND INSTALLATION PROCEDURES USED RESIDENCE RATED, LOCKING IN CONJUNCTION WITH THE INSTALLATION OF THE SEPTIC SYSTEM COVER TO GRADE IF DROP 'T' IS CAST-IRON COVER OVER SHALL BE IN COMPLIANCE WITH THE NATIONAL SANITATION USED ON INLET PRECAST REINFORCED FOUNDATION,THE AMERICAN SOCIETY OF TESTING AND MATERIALS, CONCRETE COVER AT AND/OR THE AMERICAN WATER WORKS ASSOCIATION FINAL GRADE REQUIREMENTS AND SPECIFICATION5. FINISHED GRADE ALL CONCRETE MATERIAL USED ON SEPTIC SYSTEM CONSTRUCTION APPROVED REINFORCED PRECAST CHIMNEY SHALL HAVE A MINIMUM COMPRESSIVE 5TRENGTH OF 5,000 PSI AT CONCRETE SLAB MIN. 6" THICK. LOCATE DROP 'T' UNDER 28 DAYS SET MINIMUM E f ACCESS OPENING FOR INLET, 4'-6" INVERT ELEV Q b MAINTENANCE FOR WATERTIGHT TANKS ALL JOINTS SHALL BE SEALED 50 THAT ABOVE BOTTOM OF TANK - P OUTLET THE TANK 15 WATERTIGHT AND CERTIFIED A5 TO WATERTIGHTNESS raL AFTER INSTALLATION 4" MIN. DIA GLASS 2400 PIPE y OR APPROVED PIPE PITCHED - 4" MIN. (P CLASS 2400 ALL SEPTIC TANKS,LEACHING POOLS,AND OTHER ASSOCIATED 1/I/4" PER FT. MIN. m PIPE OR APPROVED PIPE PARTS TO BE INSTALLED ACCORDING TO MANUFACTURERS PITCHED I/8" PER FOOT RECOMMENDATION AND ACCORDING TO LOCAL CODES. CLEARANCE BETWEEN PIPE INVERT AND TOP OF SEWAGE WATERLINE MIN. OUTLET INVERT TO BE SEPTIC TANK TO BE INSTALLED LEVEL IN ALL DIRECTIONS WITH NO 6" MIN. $FLOW INLET VARIANCE IN ANY DIRECTION OF GREATER THAN 1/4". INSTALLATION FLOW BAFFLE INVERT. ONLY ONE OUTLET TO BE ON A MINIMUM THREE INCH THICK BED OF PROPERLY PIPE 15 ALLOWED. OUTLET LEVELED/COMPACTED SAND(FREE FROM ROCKS)OR PEA GRAVEL WATER LINE 4 z PIPE EXTENDS TO m f DISTRIBUTION BOX'FOR SEPTIC-TANK OUTLET SHALL BE LOCATED AT MAXIMUM P0551BLE LEACHING POOLS FLOW PATH FROM THE INLET HIGH SEASONAL __ _ _ TOP OF SEPTIC TANK SHALL NOT BE LOCATED MORE THAN 4'-0"OR GROUNDWATER LE55 THAN 1'-0" BELOW FINAL GRADE FOR DOMED SEPTIC,TANKS THE TOP OF THE DOME SHALL NOT BE LOCATED GREATER THAN 2-0" TYPICAL RECTANGULAR 1000 GALLON SEPTIC TANK WITH SLAB OR LESS THAN 1'-0" BELOW FINAL GRADE. SCALE. NOT TO SCALE ALL SEPTIC TANK WALLS, BOTTOM,AND TOP SHALL CONTAIN REINFORCING TO RF-515T AN APPLIED FORGE OF 500 P5F. NOTES. SEPTIC TANK TO BE IN CONFORMANCE WITH THE STANDARDS AS I. A MINIMUM OF 4" APPROVED REINFORCED PRECAST CONCRETE BOTTOM AND 5" WALLS. SET FORTH IN 10 NYGRR,APPENDIX 75-A. 2 AN 8' IN DIAMETER BY 5' HIGH APPROVED REINFORCED PRECAST CONCRETE SOLID RING 5. AN APPROVED REINFORCED PRECAST CONCRETE 6" THICK SLAB TOP IN LAWN AREAS { 4. DROP T'5 MUST BE PINNED OR OTHERWISE FIRMLY ATTACHED. LEACHING POOL NOTES 5. LIQUID DEPTH MUST BE 4 FEET. ALL MATERIALS SHALL BE IDENTIFIED AS TO MANUFACTURER 6. FLOW BAFFLE OR DROP 'T' REQUIRED. AND HAVE THE IDENTIFICATION V151BLE AT THE TIME OF INSPECTION OWNER r FOR AREAS OF SAND AND GRAVEL,THE DESIGN THE LEACHING 0 n d I RO _ POOL SHALL BE BASED UPON A MAXIMUM LEACHIHI NG RATE OF 15 GALLONS OF SEWAGE PER DAY PER SQUARE FOOT OF 51DEWALL AREA. LEACHING 5EGTION-LEACHING POOL 15 TO BE6" REINFORCED LEACHING POOLS SHALL BE PIPED DIRECTLY FROM THE SEPTIC TANK I SQA✓' B.4Y�/I EW ,4VE CON5TRUGTED OF PRECAST REINFORCED OR A DISTRIBUTION BOX. CONCRETE LEACHING STRUCTURE, 50LID SLABS TRAFFIC SOUTHOLD, NY I I�i�I BEARING SLAB LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST CONCRETE (OR EQUAL) LEACHING STRUCTURES,50LID DOMES,AND/OR SLABS. WHEN UTILIZING MORE THAN ONE LEACHING POOL ALL POOLS SHALL TITLE ALLOW I' MIN. FOR FINISHED GRADE BE SAME SIZE. FINAL ADJUSTMENT z LEACHING POOL COVERS SHALL BE AT LEAST ONE FOOT BELOW HOUSE RENOVATION WITS+ SECOND STOMP BACKFILL WITH ry GLEAN GRADE,BUT NOT MORE THAN 2'-O", FOR DEEPER SYSTEMS, "DUMMY" INLET 4" MIN. DIA. 0 1= GRANULAR RING5 SHALL BE USED TO BRING THE COVER WITHIN 2'-0"OR DOME TO APPROVED PIPE ® ® ® ® ® ® ® III MATERIAL I'-O" WITHIN 4'-0" OF FINAL GRADE. PITCHED I/8" PER ® ® ® ® Eo�® ® s'o° II ALL AROUND MAXIMUM DEPTH OF LEA6HIN6 POOL NOT TO EXCEED 25'-0"BELOW GRADE I f� X71"7 �{OY® � I a 1'-0". WASTELINE � Miw + 11= p BA51N FOR ' I REE L5 I V O 4 $93 ® ® ® ® ® ® LEACHING POOL "CHIMNEYS"SHALL BE OF A PRECAST CONCRETE, FROM SEPTIC, TANK un m FULL DEPTHTO ENTER MIDDLE z ® ® ® ® I z SECURELY AFIXED,AND MAY NOT EXCEED 2'-0" IN HEIGHT,OR 4'-0" RING AS HIGH A5 ® I IF A LOOKING CAST IRON COVER IS INSTALLED AT GRADE. DESIGNERS - PLANNERS - HOME INSPECTORS POSSIBLE > e,-0, > THE EFFECTIVE LEACHING AREA OF A LEACHING POOL(BELOW INLET PIPE) SHALL BE INSTALLED ENTIRELY IN SAND AND GRAVEL, 206 RICHMOND AVE NORTH MA55APEQUA, NY II758 6" MINIMUM m 4" GROSS-OVER ACCEPTABLE TO THE HEALTH DEPARTMENT (516) '1a7-5080 PENETRATION PIPE5 BETWEEN THE THE BOTTOM AND SIDEWALL AREA OF THE LEACHING POOLS SHALL MIDDLE RING AND INTO A VIRGIN THE FOUR OUTSIDE BE FREE OF DEBRIS BEFORE BACKFILLING. DRAWING _ A' STRATA OF 8 SGp,LE; AS NOTED SAND AND 501L BEARING ADEQUATE 4000 PSI RINGS, INCHES \ O �v® GRAVEL WITHOUT FOOTING RINGS CONCRETE ABOVE THE BOTTOM �l/ loco BACKFILL MATERIAL SHALL BE LEACHING O� A==5 RING DATE: 26 MAY 2010 _ GLEAN COARSE SAND AND GRAVEL USE 4"DIA APPROVED SEWER PIPE THROUGHOUT I )yr � 5OF4 TYPICAL LEACHING POOL SECTION FOR HIGH GROUNDWATER CONDITIONS DRAWN BY: 50 SCALE.NOT TO SCALE r7EMEWED RI IGT JOB#: 041-16 �AAY Z .o ,RSUFF. CpO• HEALTH SERVICES s y 2q'-11 1/2" 5TEP Li Li 4 DECK ° DECK 4 EATING o BEDROOM o MASTER BEDROOM LIVING ROOM N _ IS'-2"x25'-4" - 4 � ® � EALKi� LK-I 5-5 5 5 XET KITCHEN Q II'-O"X13'-2" WALK- HALLWAY LAUNDRY p 3'-8" BATHROOM �05E� pp© tl 7'-2"X10'-4" 5 Xl� - Ln CLO CLOSET L EN DN o PLA ORM � OVyNER FOYER UP �r . and 1�re . MA5T•R0 STUDY 6'-b"WIDE CLOSET m BEDROOM L� 15�I5 E3?�YV I EW AVE 0 _ 14'-o"XII'-o" 0 SOUTHOLD, NY 11 c"I BATHROOM BATHROOM SEAT TITLE m COVERED °N HOUSE RENOVATION WITH 5EGOND 5TORY ENTRY ROOF BELOWD- OOF ROOF BELOW . 0 --�� RICHARD 5O1'D - Architect 13'-51/4" 10'-51/4" q'-q 5/8" 10'-4" q'-q 5/4" DESIGNERS - PLANNERS - HOME INSPECTORS 206 RICHMOND AVE NORTH MASSAPEQUA, NY 11-15.5 PROPOSED (516) 7a7-5o80 F I RST FLOOR PLAN PROPOSED SCALE: = 1/8" = I'-o" SECOND FLOOR PLAN q/��,�® D 16 a SCALE: = 1/8" = 1'-0" \ p,R O, A==4 SCALE: A5 NOTED �;t• �-"' � DATE: 26 MAY 2010 4OF4 DRAWN BY: 50 RECEIVED i T JOB#: 011-16 SURVEY NO. 08-7967 DIST: 1000 SECTION: 52 1 BLOCK: 5 TAX LOT: 9 MAP OF PROPERTY TITLE NO. - 51TUATE AT THE OFFSETS OR DIMENSIONS 5HOWN HEREON. ELEVATIONS REFER TO SUFFOLKIDATUM f So UTNOLD FROM THE PROPERTY LINES TO THE STRUCTURES. ARE FOR A SPECIFIC PURPOSE AND USE: THEREFORE THEY ARE NOT INTENDED TO TOWN OF SOUTHOLD MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES. ADDITIONAL STRUCTURES SUFFOLK COUNTY N. Y. OR ANY OTHER IMPROVEMENT a No pRo�o LOT NUMBERS: Rr N \�oFolo0'Th� t�J � \3UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW 9YORK STATE EDUCATION LAW. 6�yI�V/ v 1 COPIES OF THI5 SURVEY MAP NOT BEARING THE LAND 5URVEYOK5 INKED SEAL OR EM15055ED SEAL SHALL NOT CJ t U 1LQ BE CONSIDERED TO BE A VALID TRUE COPY. _ � Z GUARANTEES OR CERTIFICATIONS INDICATED HEREON o SHALL RUN ONLY , THE PERSON FOR WHOM THE O o_ / IN- FILED MAP SURVEY IS PREPARED,AND ON HIS BEHALF TO THE TI 84.00' N 52030'0011 p_/ Z n `® COMPANY,GOVERNMENTAL AGENCY AND LENDING IN- FILED 5TITUTION L15TED HEREON,AND TO THE A551GNEf5 OF I/ w + z ��O y THE LENDING INSTITUTION. GUARANTEES OR CERTIFI- Q � B O 6 ��` CATIONS ARE NOT TRANSFERABLE TO ADDffIONAL IN- -44 t z ''•? I " 0�74" 23-22 �Fa� 82'-72" D STITUTION5 OR SUBSEQUENT OWNERS. O GUARANTEED TO ° 0'-10°C_ONCr� + TE 4 0 I� d 2 i W N FOUNDATION N O m Q t 2 d 80 7z.. t =o 2a3 0 ���A o 40-04" o m FOUNDATION LOCATION = n qF' n Q k3 =' DECEMBER 4, 2012 2 W + _ Q�©©QQ©444o©Q44 ® c� icHq� PENCE o� `✓) U) Z MFOUND HEDGE ROW Q 5 52°30'00" w 155.00' LQ ll o FILED MAP }�r. 1 ' ® ISLAND DE LANS. VE415 DEC PROF SIONAL LAND CITY 5U R5 199 LAFAYETTE DRIVE,SYOSSET, N.Y. 1 1791 PHONE: I-8GG-808-5800 FAX: 516-49G-1792 BLDG DEPT. 1 RECORDS OF WALTER I.BROWN,GUSTAVE A.ROULLIER TOWN OF SOUTHOLD 50 4�ROBERT A.HAYNES WIDE DRAFTED BY:-R.A.J. 12-05-12 �f I ► � a IE. REVISED II 11ARGH 2010 - 5GDH5 26 MAY 2010 - 500145 REVISED PER COMMENTS 26-!OCT. 2012 - 5CDH5 REVI5ED A5 NOTED cb� 21 ;JUNE 2017 - 5CDH5 A5 BUILT 231XLY 201 - 500145 REVISED PER COMMENTS o D:51 !':rT 1000,SECTION 52, BLOCK 5,LOT 9 \ ca 1 ® s E I I� ' ® ® w� ® 2 -A (5)8'41 x 3'-0' LEACHING POOLSuj g a ,�,g SINGLE FAMILY RESIDENTIAL I cn 2 . - b-'�tR. UA ADJACENT PROPERTY•51NGLE FAMILY ® ®I ;� y RESIDENCE WITH PUBLIC WATER j Voo�o U Ud r SUPPLYAND SEPTIC TANK/LEAGHIN6 1 c�Rry hryo a u- POCL SEPTIC SYSTEM �N` � oFryF ®� R j 1000 GALLON SEPTIC TANK 50%FUTURE ' ,� fes $ EXPANSION POOLS 84 LLJ Zx- TWEL=B 24' ``I n ebb. (� BWEL=4.14' a U-11 N 52 30'00"E 1840C" z �� �9 Us y ELEV= ELEV= p EL = ELEY _ c ` 11.22' 1151' 11.51 10.81' ) , to- E.P.6_=-J EP.; V JJ v 2 STORY FRAME DWELLING `._;% . OWNER GRAVEL ELEV=15.42' TEST ' w us BORING -:K--—- a DRIVEWAY-4- ,s �' . s 105b' 11.55, E I 51, w 15015 E3AY\1IE=W p.VE THEL=b.28'— 5 s2"30'00"W ELEV=7 SOUTHOLI7, NY I �l BWEL=4.03' (�✓` I Com) 4�8-�0 18 4"DIAMETER CRO55 OVER PIPE A5 SHOWN.SEE DETAILS TITLE WATER SERVICE HOUSE RENOVATION WITH 5EGOND 5TORY ALL ADJACENT PARCELS WITHIN 150 FEET ARE IMPROVED SINGLE FAMILY RE5IDENGE5. NO SUPPLY WELLS WITHIN 150 FEET ALL PUBLIC,WATER CONNECTIONS. i SINGLE FAMILY RESIDENTIAL RI C.nARD 50N(®® - Arc h i toot ADJACENT PROPERTY:5INGLE FAMILY RESIDENCE WITH PUDLIG WATER DESIGNERS - PLANNERS - HOME INSPEGTOR5 SUPPLYAND SEPTIC TANK/LEACHING POOL SEPTIC SYSTEM 206 MOND AVE NORTH MA55APEOUA, NY 11'158 PLOT PLAN (�S BUILT) 517E INFORMATION OBTAINED FROM SURVEY PREPARED BY LOT AREA : X1,300 50)ARE FEET (0.21 Ar-RF-5) 5E L °'' I �� _wL,�n°a ! ?�Np SURI/EYORS - FF-5 I-1, 2010 517E PLAN PREPARED BY: RIGHARC BOYD ARGHITEC - o� ljy SCALE: A5 NOTED R � �t IV ® -206 RICHMOND f� � � 'Zi o �' t DATE: 23 JULY 2011 SEP DRAWN 6Y: Sc kBUIL �� JOB#: 09-7b w DING D�+ IRIR GH' ��� f'ITEGT - I U 2b'-O' 0z c� 5 1/4' b'-6 3/4' 101-0' b'-b 3/4' 5 I/4" 0 3' HIGH RAILIN3 WITH BALLASTS 0 4" O.G.-TYP �J (3)2X10 FOR N XIO HDR T3j2X10 HDR b"STRUCTURAL ALL DECK FRAMING N BE: r V GOL"5-TYP TREATED WOOD PER NYS DECK- PECK EGK vl J DEGK SECTION R319 COMPOSITE DECKING v � :r 4 m COMPOSITE DECKING 10 4'•10' 10 A'-2' A'-2' 4'-10" 4p 4'-10' b'-5' 5'-b' 6'-5' 4'-10" REUSE REUSE 2'xb' ATE12 LEDGER W/1/2'DIA REUSE HOLD DOWN-5EE DETAIL REU5E MARVN MARVN REUSE n e P581b11 _ P5b1611 6AL LAG BOLTS 0 24'O.G.STAGGERED ;o P5blbll SHEETS-TYPICAL P551611 3234 3234 P551b1l :n • 111/8'LVLHKill DR (2)14"LVL HDR _ _ _ _ _ _ _ _ _ _ _ _ _ _— �2) 2XIOHDR _ _ _ _ _ _ _ _ (� (2)111/b'LVLHDR 2 2XIOHDR 2 2XIOHD (2)91/2"LVL DR i - - - - - - - - - - - - - - G�4 - - - - � - - - - - - - - - - 1 (2)9 I/2 LVL HDR I I 1 I 1 1 II ICY �( b' N W X m W m OC V '� $ w 1/ 6' 0 3/4"PLYWOOD ON INSIDE t sZ Qk OUT5IDE FACE OF ENTIRE x I I 1 3/4'PLYWOOD ON INSIDE?E I ( I %) 0 .n n BACK WALL WITH 1/2'GYP BD d N ( I I OUTSIDE FACE OF ENTIRE I I I �8, (Y - _3= I ® �`e I LO FINISH _j n BACK WALL WITH 1/2'GYP BD o `/? - ! I D_O o f o f o 1 FINISH o f `^' Vt N L ti w '* lu L ,° o � ® ® C-1 pv I I ti 01 ®b'6ROOF� ®b'6ROOF RMT S. MASTER X X WI— "' I BEDROOM r r N i BEDROOMto PREFAB WOOD BURNING STOVE.FAG ORY BUILT 2,-O, b. ', ® I '', ; 2-b' 'II 0 FIREPLACE SHALL BE L15TED AND LABELED AND _ �( �' � I � vo �I I I I 17 co o IN 4NC WITH THE 0 1 I I – – – –- – – – –L------ C* – n SHALL BE NSTALLED ACCORD I <r 1ID '=+ CONDITIONS OF THE LISTING.FACTO -BUILT • • FIREPLACES SHALL BE TESTED IN ACCORDANCE WITH � � `* �'I �' I (2)25c 10'ROOF RAFTS. (?J 2'x b'ROOF RAFTS. � I c UL 121.HEARTH EXMN51ON5 INSTALL D IN ACCORDANCE WITH THE L15TING OF HE FACTORY ea I 4� I '' 11 Q o DO I rn Qs I CRICKET , O V �; I T_ lWO – I Il- z W N b' 13'-9' 4', 3'-b' 4' 4'-4' 4« 4'-5' .0 b' _ LIVING ROOM x `L I 6' I I O RD WIRE SMOKE I DOUBLE — �� r r-------� ® I D TECTOR-TYPICAL I 1 1 &IN 26'X1'0 i PULL i w WALK-IN _.j_ I. �I I I l I 4 Y)Ln '5TAIR I ET I I — — — I 2"x b«COLLAR TIES I Q SEE COVER SHEET w I o I L -- J o 2b"x10' I I a 16" O.G. I I d = FOR STAIRWAY V I I I I - - I I I /- F ILLUMINATION PER N 1 I I 1 I N 11 I DOUBLE WALK-1 I I 26'X1'0" SEE COVER LAUNDRY I O W �^ CL05ET I I I HIS K-IN I HARD RE CARBON SHEET FOR = wN i « 3�4" LYWOOD ON INSIDE 6 ( ( I o av I 2 x 10 ROOF RAFTS. 2 x 10 ROOF RAFTS. Q HARD WIRE SMOKE O;JT51 FADE OT THIS 5TAIR �0 MONOXI E DETECTOR EXHAUST n „ DETECTOR-TYPICAL =m I Q I I I I CL05ET I I I I VENTING PER I I I ® 16 O.G. ® 16 D.G. l i 0 HALL TH 1/2 6YP BD FINISH sa EATING �Q 6' T'-0" b' l L - �'`3` - 4' 3'-b" 4� MI50.1 q_i• .Qo b' 10'-111/4" b'-10 V4' 9'-2' I I , n I = I I I � I 5'DIA EXTRA HEAVY Q 5' IA EXTRA HEAVY 1 I ( I I DR N d PAN _w-M �� STEEL COLUMN-TYPICAL S 5 EL COLUMN-TYPICAL II _ _ _ QQIb"LVL BM DONT H) P=13_1 (2)Ib_LVL BM GONTINVOVS(FLUSH) 2)Ib'LVL BM :0 INUOUS LUSH - � _ (2)14'L� NTINOUS(FLUSt� (2)14'LVL H CONTINUOUS(FLUSH) (2 2X10 RAFTERit: _ I a 5"DIA - - - P05T ° P25'000 P=310;1 P 3,2 0 J > 5"DIA > P:13,100 ABOVE I 1 I DO 0 1 , p_5p00 Q P=3,100 ABOVE 10X1'0 F UNFINISHED I v I I O « o INSULATED Z r - - - 't k STORAGE Z 3/4"PLYWOOD 0 INSIDE ! - Q 0051DE FACE OT TH15 5 AIR I �9 r 6 10- 7/8' 6' 4t1" m I ,�� O D m 4'-I' odr ,rc WALL WITH V2"6 P BD F NISH i x w o I -.' -�,� - BSc +�� m a HALLWAY 2X8 RIDGE o �, FOYER 5'0' 4' $'S' tib AWO " ' .h" RAILING P TFOR 1 C4 i o I ti� `�; �o I I +� o�c "' o�–c 2 :� 3'-0' 10' �,, 2 PLATFORM I I DO `L� L A-5 I i A-5 I v < s Q DO o I 0 1 I 4e 0 I o m " - I c. J d� nom, ,fl UNFINISHED 2'6'X1'0' I I 26 X10:Z _j° U U ® - STORAGE +ti (2 2X10 RAFTER O B H ROOM I aF M E -- u� -' 4 SEE VER SHEET FOR NI I X ii (- 4 6'-41/4' u 42'-0" O N L I TING PER R303.3 0 1 CIO 4 `* KI H N :o `j � �r p N b' 13'-9' o q 3'-2' b, 9'-3" POWDER ROOM 1 1 '^ I I I Z: SEE COVER SHEET FOR i v I /( VENTING PER 83033 I � "' � `I SITTING � I cii� I I w ? 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SFGOND FLOOR PLAN 50ALE: = 1/4" = 1'-0" cuenr MASTRO 5GALE: = 1/4" = 1'-0" DATE FIRST FLOOR PLAN NOTES: I. PROVIDE RIDGE VENTS Q 5GALE: = 1/4" = 1'-0" 2. PROVIDE FLASHING AS REQUIRED 3. PROVIDE COLLAR TIES AND SUPPORTS DRWN BY SC AS SHOWN ON PLANS. cHK'D BY 4. PLUMBING VENTS AND ALL OTHER © OBJECTS PROTRUDING THRU ROOF DATE 11/17/09 NOT TO BE V1515LE FROM FRONT 0 ELEVATION REVISIONS DATE ISSUED LEGEND ROOF VENTILATION: 5/3/10 FOR PERMIT THE TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1 9/3/10 1Q CHANGED I NOTE51 TO 150 OF THE AREA OF THE SPACE VENTILATED — EXTERIOR (`--/� 1I_ WALL ARCHITECTURAL ASPHALT SHINGLES :. - �L_, l THICKNESS NEW WALLS OVER 30# FELT. PROVIDE WEATHER5HIELD I� �7 12/22/10Q REVISED PER ZBA I. CLUE AND NAIL ALL PLYHOOD FLOOR SHEATHING PER MANUF 5PEG5 OVER ENTIRE ROOF 2. GONTRAGTOR TO VERIFY ALL REUSED HI NDON SIZES 1/9/11 © REVISED PER Z3A NEW WINDOWS ��I JAN 1 8 2013 6/11/11 ISSUED TO BLDG DEPT L8/28/11 IS I)TO BLDG DEPT F 1, f T 1/1B/13® REVISED AS NOTED JOB NO. NEW DOORS O9-72 SHEET NO. AM 3 ('pJ(J RIDGE VENT - TYP 12 1X2 OVER 2X6 FACIA Q9 b SHINGLES (TYP) 10'-0" n 6" FREEZE - TYPICAL 42 " 9 z t .- �J -- ---- ARCHITECTURAL ASPHALT SHINGLES (TYP) -_._.� _— 71 LLI RELISE 6" FACIA W/WHITE GUTTER (TYP) G / VINYL SIDING AS SELECTED / BY OWNER - TYPICAL �- `A REUSE °j --- m PELLA PELLA — SHUTTER - TYPICAL 2 WIDE / 2 WIDE / REt RE;IJ�E 5'O"/4' 5'0"/4' -- FLASHING - TYPICAL --- CX14 X145 Lo 22p, 5 —_ - <1 I -- - A SECOND FLOOR - - ELEV = +10'-5 3/4" — — — — — — — — — — — --- ARCHITECTURAL ASPHALT �- - SHINGLES (TYP) 1, — 6" FACIA W/WHITE _-- 0 La -- GUTTER (TYP) — HEADER - TYPICAL I 'e L 4 -- M 10" TAPERED COLUMN (TYP) 4 EIL-1 L 2 2 Ln b r 4 ' ln SHUTTER - TYPICAL REU LUEUE UWS }o z I'; 00 --_-- REUSE — - `l j _ — EX15T (�J — — — — FIRST FLOOR — — — — — — _ — — w ELEV = -O'-O" Q (DATUM) `Q N m A281T A281 A281 O W GRADE Q I I I I I I q I GELLAR — rl——'�— — � '——'-� — — ��— ETELEV =-b'-4114" — r —�-� — F-j— — LI- - - L - - - - - - - -J - - - - - - - - L - - -1 - - - - - - - - L - - li- - -i - - -1 I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - J L _ J 0 Z: FRONT ELEVATION SIDE ELEVATION o SCALE: = 1/4" = 1'-0" SCALE: = 1/4'" = i'-O" RIDGE VENT - TYP \�'L gE® AR V �I XR q .. o,- 12 ; >� w- j 9 12 ARCHITECTURAL ASPHALT r-o' - -"' SHINGLES (TYP) — - G34 6" FACIA W/WHITE GUTTER (TYP) - ------- REUSE REUSE REUSE REUSE VINYL SIDING AS SELECTED P551611 3234 3234MARvN P551611 BY OWNER - TYPICAL / \ / \ - REUSE REUSE REUSE P y�F11 E A335 2 E // - -- 1 -- - ull _______ SECOND FLOOR_ --._y ELEV = +10-5 3/4" 12 ---- — — — — — — — 'Ndq.5 HEADER - TYPICAL cuEnT MASTRO REUSE REUSE / \ / \ / \ DATE REUSE P581611 PSblbll m / \ / \ / P58161I K, / \ / \ / \ CX14 / DRWN BY SC - DECORATIVE STRUCTURAL cHK'D BY COLUMN BY FYPON-BOX GX25\ / GX25\ / GX21✓ / PLAIN PANEL OR SIMILAR DATE 11/17/09 - -- TYPICAL - m - _ FIRST FLOOR RevlSlONS ELEV DATE ISSUED (DATUM) 5/3/10 FOR PERMIT 9/3/10,& REVISED AS - _ NOTED PE281 A281 n A281 A281 12/22/104\ REVISED PER ZBA GRADE 1/9/11 ® REVISED PER ZBA 7-11/2- 6/1/11 ISSUED TO BLDG DEPT I M I I I I I I I � I I I I ► I L - -' 8/28/12 ISSUED TO BLDG DEPT 1 I I i I I I I I I I I I I 1/18/13 REVISED AS NOTED I M I I I I I I I i t I I I I M I I I I I I I I I I I 0 I I JOB NO. CELLARI — _ 72 — — — — — — — ELEV =-5'-41/4" Fj L _ JL - -1- - - - - - - - - - - L - - - - - - - - - -I- - -I - - - - - - - - L _ J L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - J L _ _ J SHEET NO. REAR ELEVATION SIDE ELEVATION SGALE: = 1/4" = 1'-0" SCALE: = 1/4" = 1'-O" A — 28'-0' 0 01 5 1/4' 8'-6 3/4' 10'-0' 8'-6 3/4' 51/4" [L 3' HIGH RAlll_INC-� WITH r� Ln o O 71- BALLASTS 4" O.G.-TYP U l - - - - 73)2X 8 73 2X10 HDR DN In ul (3)2X10 FOR kn �- b•yTp��AL ALL DECK FRAMING TO BE: COLUMNS-TYP TREATED WOOD PER NY5 DECK o pEGK SECTION R311 b o COMPOSITE DECKING m ►�, COMPOSITE DECKING m .0 4'-10' .fl a'-2' a'-2' 4'-10" ��, 4'-10' b'-5' 5'-6' 6'-5' 4'-10.. N RE�g REU5E 2'xb'TREATED LEDGER W/I/2'DIA REUSE HOLD DOWN-SEE DETAIL REEU5E MARVN MARVN REUSE P501611 PSb1611 GAL LAG BOLTS®24'OG.STAGGERED ;o PSblbll SHEETS-TYPICAL P551611 3234 3234 P55161I :s� — — — — — — — — — — _ — — _ _ — — — — — — — — — — — — — — _ _ _ — _ — L2) 2X10 HDR �- • (2) II 1/8'LVL HDR (2)14"LVL HDR (�11 115-LVL HDR (2)q 1/2'LVL HDR 2 2X10 HDR 2 2X10 HD (2)q V2"LVL DR i — — — — — — — — — — G34 — — — — — — — — — — — — I I I I d I 1 I I N b' Z: En En N d? , w x v I i I I m w , m LU 3 6' I I3'-a' �' 12'-II' 6' I v o I I $ Lo "PLYWOOD ON INSIDE t U I I I ( I - 0 3/4 0 I 3/4'PLYWOOD ON IN51DE t I I I 1 a I - I I � 017510E FACE OF ENTIRE x I I BACK WALL WITH 1/2'GYP EV o I OUT5IDE FACE OF ENTIRE I I - Lo FINISH J n BALK WALL WITH I/2"GYP BD I I ,�1� -- N cy ® I I I FIN15H n win I ti C4 ® ( I .ti I L 01 01 0 01 tt I I I 2k 6 ROOF RAFT5. 2'x b ROOF RYT5. Ln N w o ®ZZ Zb ® �v o I I p ® I6" 73`r w '�I MASTER o -3 I o Z I -�( k_, n I X X I I 0 r lllu �� v v1 p vl D v I IN IN r^ a N �,I BEDROOM BEDROOM g W PREFAB WOOD BURNING STOVE.FAG DRY BUILT _ I N , :fl FIREPLACE SHALL BE LISTED AND BELEO AND 2-0 b' `' `�i 'J �I I I v r I -�- - - -�- o SHALL BE NSTALLED IN AGGORDANG WITH THE �1 � � �i �I �I – _ _ _ _ =' COWITIONS OF THE LISTING.FACTO Y-BUILT (2)2k 10"ROOF R.�r15. (2)2'x 10'ROOF RAFT5, o FIREPLACES SHALL BE TESTED IN ACCORDANCE WITH I o I I UL 121,HEARTH EXTEN510%INSTALL D IN I m ACCORDANCE WITH THE LISTING OF HE FACTORY v I I O I ® I I CRICKET ' O h w � Q � � 'r "' I I rr n Ln 0- O I lC z 'aa W X �_ b" 13'-q' 4 3'-b' 4' — 4'-4' 4• 4'-5' -0 b' I I T ;D LIVING ROOM _ `L — I O D I b' HAD WIRE SMOKE—\ DOUBLE — �-I m PIGAL� -IN `~ I n S 2'6'X1'G" i i I 1I PULL I l m WALK-IN I I L T 'Q I N�n �' ;STAIR; 0 2 b• I I - - I I n_. 2"x b"COLLAR TIES I I Q N SEE COVER SHEET w U � ,jc I I I I L_ ___J �* I I ® 16" o.G. I I `` Q FOR STAIRWAY �•_- j `^ g ILLUMINATION PER N I OE I N I I 1 DOUBLE _ N R303b N �, OM I I I 2b X10 i i ` I I 010 BATH ROOM w – , 3,4" LYWOOD ON INSIDE d SEE COVER 5HEE1� I ( HARD RE CARBON o �� I 2 x 10 ROOF RAFTS. 2'x 10 ROOF RAFTS. I Q HARD WIRE SMOKE Nin FOR VENTING PE I HI5 WALK-IN I MONOXI E DETECTOR ME COVER SHEE F r r. I I I CJT51 E FACE OT TH15 STAIR I fi ® 16 O.G. � ® 16 D.G. 1] EATING DETECTOR-TYPICAL WALL NTH 1/2'GYP BD FINISH Q 830331-0' I , I L GLoSET J I I Y I VENTING PER 830 3 4 I I I O O ` I 10'-II 3/4' b'-10 I/4' q'_2• \_ 1 6 I— _ -�3L = J 4' 3-b 4' _ q'-1" .o b' � I I T 5'DIA EXTRA HEAVY I u- 5'DIA EXTRA HEAVY 4 `� g $ EL COLUMN-TYPICAL 1 I 1 ° 01 7g I I (2 2X10 RAFTER K STEEL COLUMN-TYPICAL (�'� V _ _ LVL BM CONT L P=13_1 (2)I6_LVL BM CONTINUOUS(FLU% 2 16'LVL BM,GO NUOUS FLU5H N a- IL - (2)14_LVL _TIWOUS(FLUSH) __ (2)14'LVL H GONTIN10U5(F SH�_J - ° I I -�—- -—I-� cr _ — P:5 D P=3,100 P 3,2 0 a r I I i I ABO 5"DIA 5"DIA P=13,100 ° ABOVE �- UNFINISHED I I I ' I u O P=5.000 0 P=3,100 2,6„x,0, o o SEAT 3/4"PLYWOOD 0 INSIDE d I �, v 6" IT- 1/t' m OV, INSULATED TORAGEQ S in 4'-I' OUTSIDE FACE OT THIS S AIR I 6 4'-I" p O WALL WITH V2 6 P BO F NISH I ,�. I I +�- O -^" HALLWAY U a . 0 5 i1L '� I 'L+/ 2X8 RIDGE 3'HIGH 1' 6• 6'3.. /' 4" RAILING I�v X ® <L o FDYER i PLATFORMxW'(V� ck �' I J w v �� `r I 7''D `; n �V I ",�/ U I (I 10' A "' i + DO o �, L `�' 2 " 2 P ATF RM I .si Ij ,o Q -�� DO o I UNFINISHED o o u 2 6'00� o. J x �� � 9 2''6'X1'0 o I jj _ _ I I orl O ® STORAGE ® B H ROOM I aiy ! ' o (2 2X10 RAFTER " a en "� "' o I in -' 4 SEE ER SHEET FOR to F 6'-41/4' 42'-0" v O w `�1 v w 4 I I iv 4 �w � � � TING PER 8303.3 ocl n I 8, K I H N W W 's �LU LU 3 a'-3" b' I �yZ: a' 'v :fl `.�' O N b' 13'-q' o q• V-2' 6• I I �.o I POWDER ROOM Fn ® SEE COVER SHEET FOR �1 VENTING PER 8303.3 2'6'X7 51TTING ci� (2)2X1_0H43 (2)II1/8 A HDR o cv DE5K it, • Z. (2)a 1/2'LVL HDR 1(2)q I/2'LVL FDR X24719� 2"x10"TREATED LEDGER W/I "DI GX24 0 (2)II 1/8 LVL HDR(FLUSH) _ o — — — — — — — — — — — — — — P QM BELOW _ /� — — — — — — — — — — — J J — — — — — — — F LAG BOLTS®24'0. .STA ERED —— — — — — P ! q _ _ — — — — — — — — — — — — — — I �n r8'-a" �i 5'-3' 2X8 EDGER 6• 0 1�6. 2X8 LED ER ;o A b'RR � 2k 6'RR �— — — — — — — — — — — 8'-q I/4" ,v v REUSEFELLA o o = b REUSE P LLA I 161 OL. 016'OL. I �F 2 WIDE 5'0"/4'6" ° — — a L C,QMPOSITE DE(K_Y b�— J 2 WIDE 5' "/4'b" – – – – — o - - - - - - - - – J LL COVERED ENTRY 0 N ® _ ® (3)2X10 HDR (3)2X10 HDR 2X£'� LEDGER �p (3)2X10 HDR N 0 N FGP305 STAIRS TO COMPLY WITH - 0 ON ROOF= BELOW BUILDING CODE R311.5.1, 0 10" TAPERED R311.5.3.2, R311.5.4 AND ROOF BELOW GOLUMN-TYP 311.2.2. 5EE COVER SHEET A FOR ADDITIONAL INFO n 0 4-3' 4'-10' 4'-3' 4'-10' 4'-II" p �� � p_U__Il ROOF FLAN LL � uu q 3/4' 8'-10' V-6 1/2" 8'-10' q 3/4' SFGOND FLOOR PLAN 5GALE: = 1/4" = I'-0" CLIENT MASTRO DATE 5GALE: = 1/4" = I'-0" FIRST FLOOR PLAN NOTES: I. PROVIDE RIDGE VENTS 2. PROVIDE FLASHING AS REQUIRED DRwn BY Sc 5GALE: = i/4" = I'-O" 3. PROVIDE: COLLAR TIES AND SUPPOF.T5 CHK'D BY AS SHOWN ON PLANS. 4. PLUMBING VENTS AND ALL OTHER DATE 41/47/09 ® OBJECTS PROTRUDING THRU ROOF NOT TO E3F_ELEVATION V1515LE FROM FRONT I REVISIONS DATE ISSUED 5/3/10 FOR PERMIT M.._ 9/3/10Q CHANGED ROOF VENTILATION: EXTERIOR Jam- GENED THE TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1 WALL • ^ �l '���� NOTES, O��� TO 150 OF THE AREA OF THE SPACE VENTILATED �� Q THICKNESS (�.-/� I� ARCHITECTURAL ASPHALT SHINGLES 12/22/10 2 REVISED PER ZBA NEW WALLS OVER 30# FELT, PROVIDE WEATHER5HIELD 1. CLUE AND NAIL ALL PLYHOOD FLOOR SHEATHING PER MANUS SPE05 OVER ENTIRE ROOF � ,^1 1/9/11 © REVISED PER ZBA 2. GONTRAGTOR TO VERIFY ALL REU5ED loll NDON 51 ZES 6/1/11 ISSUED TO BLDG DEPT NEW WINDOWS 8i 1/11A/43 REVE1SEv sIGDEPT 10/1/13® REVISED AS NOTED JOB NO. I NEW DOORS ILS OCT 15 2013 t ��-�� SHEET NO. o CL C� 3" VF-N//-r 3VENT 3" VENT 3" VENT ROC II II 13" (3" 13' U.JL MASTER I I I v BATH I13ATH � 112 ---3"I —i112" '112'r- --3"I — 112" �12�— I3" — 112" WB I we I WB I wC I Tu I we I we TUB B T 2" 2" I SHOWER 2ND F L om e !,�� 3" 3" rlv--i " u u / 2" 2" 2 2" 2" 2 3�� 2" �� 3 3" POWDER ROOM — — 3' > L2� 11s3" 112"wB we tu <1 2" I SHOWER 3" 1ST FI � Lf) 3" 3 IL12 2" V TO DISPOSAL m C.O. LAUNDRY —� — —— —— —— WASHER �1f" DRAIN 9 WMI � 0 PAN 0 2" CELLAR PLUMBING RISER DIAGRAM � h NOT TO SCALE ( 1 � V � n n/ T l4LL z 44 RIDGE W d 2X6 COLLAR TIE5 ® 16" OG Q4 TYPICAL ROOF CON5TRU6TION ARCHITECTURAL ASPHALT 5HIN6LE5- AS SELECTED BY OWNER OVER HEATHER5HEILD OVER ENTIRE ROOF OVER 1/2" EXTERIOR PLYHDOD 5HEATHIN5 OVER 2X10 ROOF 4 RAFTERS @ 16" O.G. O Z 0 TYPICAL CEILING CONSTRUCTION 12 I 3/4" PLYWOOD OVER 14" GPI 40 GEILING JST5 g� U ® 16" OG AND DOUBLE ® 48" O.G. WITH WITH a R-38 BATT INSULATION WITH 1/2" GYP BD I FINISH. GLUE AND NAIL DOWN PLYWOOD TO JOISTS PER MANUFAGTURER'5 5PEG5 o X10 0DOUBLE J015T WITH TEGO'5 ON END-TYP ATTIC,SSS - -- - - - - - gyp . - - -----�Xgs FACIAPqtI H"GdTTER — — i VENTED VINYL SOFFIT A �JJ � Jib`s` •" TYPICAL 2ND FLOOR GON5TRUGTION 3/4" PLYWOOD OVER 16" GPI 65 FLOOR JOISTS 0 12" O.G. PROVIDE 1/2" GYP BOARD MASTER BEDROOM FINISH. GLUE AND NAIL PLYWOOD TO JOISTS BEDROOM 1 TREADS®q"=5'-4' PER MANUFACTURER'S SPECS RIM JOIST. PROVIDE 5QUA5H BLOGK5 — SECOND FLOOR PER MANUF SPECS - TYPICAL _ SECOND FLOOR ELEV = +10'-5 3/4" ELEV = +10'-5 ,3/4" TYPICAL WALL GON5TRUGTION r VINYL 51DINO AS SELECTED BY HOMEOWNER OVER 'TYVEK' HOUSE WRAP OVER I/2" GYP BD ON EXTERIOR PLYWOODFURRING UNDER 5HEATHING OVER 2X6 " STUDS ® 16" O.G. WITH R-21 BATT INSULATION ALL STAIRS PER BETWEEN WITH 1/2" GYP 8D ON INTERIOR r J� GODS SECTION TYPICAL 15T FLOOR CONSTRUCTION 8311 2 2 T appy 6 q'_5� LIVING ROOM '� b b 4, 3/4" PLYWOOD OVER q 1/2" GPI 40 FLOOR JOISTS 0 16" O.G. PROVIDE R-30 BATTS HELD cY GYP BD-TYP u; W/STIGK CLIPS. PROVIDE SGUA5H BLOCKS PER MANUFACTURES SPEGIFIGIATION5. GLUE AND r,o NAIL PLYWOOD TO JOISTS PER MANUF 5PEG5 3 TREAD5T FIRST FLOOR •q'-2-3' FIRST FLOOR — — - ELEV = -O'-O" (2) 2X6 TREATED PLATES WITH ANCHOR ELEV = -O'-O" (DATUM) BOLTS 5EE COVER SHEET FOR SIZE AND (DATUM) C., 11 o SPACING OVER BATT SILL SEAL IN5UL OVER ( ( ,1 TERMITE SHIELD GIRDER SEE GRADE PLAN. TECO o 8TF.EAD5®q'=b'0* CLIENT MASTRO GRADEALL J015T5 GRADE , :�� •. ' � � :o � DATE CELLAR ` "n 10' '' A TYPICAL FOUNDATION CONSTRUCTION I 10' I 24"XCI2" POURED GONG 10" FOUNDATION WALL W/ 30"X15" POURED GONG FOOTING TYPICAL SEE FOUNDATION PLAN. STEEL ';: FDO'TING UNDER 8" ' DRWN BY LG OAMPROOF FOUNDATION HALL COLUMN STAIR WALL BEYOND CELLAR T CHK'D BY — — — — - ELEV =-8-4 I/4 � CELLAR " S . + — ..,�. ELEV =-&'-41/4" �.'+�:.:'"•: DATE 4" GONG SLAB OVER 6 MIL L — — — J REVISIONS VAPOR BARRIER OVER WELL STAIR SEGT I ON DATE ISSUED COMPACTED FILL CONT REBAR-TYP 2 R 5/3/10 FOPERMIT A-6 Opp 2 #5 HAND 2 #5 CONT REBAR-TYP MIN 2 TON VIRGIN 56ALE: = 1/4" = I'-O" A-5 9/3/10& REVISED AS SOIL(,TYP) 5EE COVER SHEET FOR ADDITIONAL INFORMATION AND ALL NOTED CODE GOMPLIANGE 5EGTION5. STAIRWAY ILLUMINATION PER 2/22/10& REVISED PER ZBA SEGT I ON ,I R303.6 5TAIR TREAD5 AND R15ER5 PER 83115.3, LANDING FOR 1/9/11 © REVISED PER ZBA STAIRWAYS PER R311.5.4, HANDRAIL5 PER R311.5.6 AND GUARDS 6/1/11 ISSUED TO BLDG DEPT 5GALE: 1/4" = 1'-0" A-5 PER 5EGTION R312. 8/28/12 ISSUED TO BLDG DEPT 10/2/13© REVISED AS NOTED NOTE: SEE DETAIL SHEETS FOR Q JOB ALL STRAPPING INFO 09=72 SHEET NO. A� 5 i v BUILDING DEPARTMENT NOTES ' ' n y-- I SEISMIC 5UBJEGT TO DAMAGE FROM WINTER ICE SHIELD FLOOD AIR FREEZING 00 R _.0 SNOW DATA WIND DATAS\.N i '[:, I DESIGN GAT. DESIGN UNDERLAYMENT HAZARDS INDEX D9 NNI - Q TEMP. REQUIRED 0c 1 " -0 II MP G WEATHERING - SEVERE II SUFFOLK WITHIN 21-0" OF NONE RIVERHEAD - 510 GROUND SNOW EAVES [L �- O .E -1-f %_ cd I LOAD 20 TERRAIN EXP05URE B FR05T DEPTH - 3b" " (O -r **IUT=G Dq NTF29 'W YOTD' T'r TQ_-) Q -9W AV7 -1 SNOW EXPOSURE WIND BORNE DEBRIS TERMITE - MOD TO HEAVY w �-- 595 Djc�YVR7` I S rr ER B AREA DECAY - SLIGHT TO MOD .4I.OPARTIALLY EXPOSED ROOF >: I U) GONSTRUGTI ON NOTES THIS PROJECT COI`IPORMS TO THE 2007 RESIDEI`IT1AL GODS OF THE STATE OF NEW YORK SEE DETAIL SHEETS FOR NAILING SCHEDULES AND DETAILS CONFORMS TO THE 2007 RESIDENTIAL CODE OF THEE STATE O OF NEW YORK TREAD DEPTH PER R311.5.3.2 - THE MINIMUM TREAD DEPTH SHALL BE q INCHES (22q MM). THE TREAD DEPTH BUILDING PLAN REVIEW NOTE: 0fff111 GENERAL ALL STRUCTURAL PLYWOOD SHALL MEET THE CONSTRUCTION USE AND APPLICATION STANDARDS OF THE 5HAL- BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF I�it Y THE CONTRACTOR SHALL COMPLY WITH ALL CONSTRUCTION DOCUMENT5. CONTRACTOR SHALL BE AMERICAN PLYWOOD A550GIATION (APA) THE ADJACENT TREADS AND AT A RIGHT AN6LE TO THE TREAD'S LEADING EDGE. THE GREATEST TREAD THE SEAL AND SIGNATURE OF THE DESIGN PROFESSIONAL HAS BEEN INTERPRETED AS AN ATTESTATION VI�F PROPERLY CERTIFIED and LICENSED FOR THIS PROJECT. DEPT•i WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (q.5 MM). THAT, TO THE BEST OF THE LICENSEE'S BELIEF AND INFORMATION, THE WORK IN THE DOCUMENT 15: PR NOT SCALE DRAWINGS. FOLLOW FOR THIS NS AS SHOWN ON DRAWINGS. ALL METAL JOIST HANGERS AND OTHER METAL HANGERS SHALL BE CAPABLE OF HAN61N6 LOADS AT WINDER TREADS 5HALL HAVE A MINIMUM TREAD DEPTH OF 10 INCHES (254 MM) MEASURED AS ABOVE AT A - -ACCURATE 1: [� CONNECTING POINTS. INSTALLATIONS BE BY TECO CONNECTORS AND SIMP50N OR APPROVED EQUAL. THEY , POIIN- 12 INCHES (305 MM) FROM THE SIDE WHERE THE TREADS ARE NARROWER. WINDER TREADS SHALL -CONFORMS WITH GOVERNING CODES APPLICABLE AT THE TIME OF SUBMISSION + SCOPE OF THIS WORK 15 INDICATED ON THE DRAWIN65 AND THESE NOTES. SHALLSHALL BE IN STRICT CONFORMANCE WITH MANUFACTURES SPECIFICATIONS AND RECOMMENDATIONS HAWE A MINIMUM TREAD DEPTH OF b INCHES (152 MM) AT ANY POINT, WITHIN ANY FLIGHT OF STAIRS, THE � �� q -CONFORMS WI"fH REASONABLE STANDARDS OF PRACTICE AND WITH VIEW TO THE SAFE6UARDIN6 OF GONTRAGTOR SHALL OBTAIN AND PAY ALL FEES, PERMITS, DEPOSITS FOR UTILITIES REQUIRED FOR THE AND THE RESIDENTIAL CODE OF THE STATE OF NEW YORK GREATEST WINDER TREAD DEPTH AT THE 12 INCH (305 MM) WALK LINE SHALL NOT EXCEED THE 5MALLE5T LIFE, HEALTH, PROPERTY AND PUBLIC WELFARE, 3 y LJL_Il PROJECT EXCEPT FOR THE BUILDING PERMIT. ALL WALLS, FLOORS AND CEILING SURFACES NEW OR EX15TINO SHALL BE PATCHED AND OR FINISHED TO . BY 'MORE THAN 3/8 INCH (g,5 MM). -i5 THE RESPONSIBILITY OF THE LICENSEE WORK SHALL CONFORM TO ALL RULES AND REGULATIONS OF APPROPRIATE AGENGIES HAVING MATCH EXISTING SURFACES I DESIGN NOTES: JURISDICTION - LIGIHI�NG OUTLETS ADDITIONAL LOCATIONS SECTION E3803.3 log N DEBRIS FROM THE JOS SITE AND LEAVE THE FACILITY IN ALL WALLS AND CEILINGS TO BE TAPED AND 5PACKLED 3 GOATS. PAINT AS SELECTED BY OWNER. AT LEAST ONE WALL-SWITCH-CONTROLLED LIGHTING OUTLET SHALL BE INSTALLED TO PROVIDE ENERGY NOTES CONTRACTOR SHALL RElfl w _�l MOVE ALL CONSTRUCTION DE INSTALL MOISTURE RESISTANT GYP BD IN ALL WET AREAS ILLUMNATION ON THE EXTERIOR SIDE OF EACH OUTDOOR EGRESS DOOR HAVING GRADE LEVEL AGGE55, 1. WOOD FRAMED =L_OOR5, WALL5 AND CEILINGS SHALL HAVE AN APPROVED VAPOR BARRIER(PERMEANGE A BROOM GLEAN CONDITION. ALL GLASS SHALL BE THOROUGHLY GLEANED AT THE COMPLETION OF INGL!DING OUTDOOR EGRESS DOORS FOR ATTACHED GARAGES AND DETACHED 6A.RAGE5 WITH ELECTRIC RATING OF 1.0 PERM) INSTALLED ON THE "WARM IN WINTER" SIDE OF THERMAL INSULATION. z: En CONSTRUCTION. ANY PAINT 5PEG5 AND Ofz" GONSTRUGTION MARKS SHALL BE REMOVED FROM ALL FINISHED ALL TJI'S TO BE BY TRUSS JOIST, GEORGIA PACIFIC OR APPROVED EQUAL _ PO1MUE.. 2. WINDOW5 AND ;;,_"?!NG DOORS SHALL HAVE A MAX, AIR INFILTRATION RATING OF 0.3 GFM PER SQUARE LO LANON65 FOR STAIRWAYS PER 8311.5.4 FOOT OF WINDOW ,4ZEA. 5WINGING DOORS SHALL HAVE A MAX. AIR INFILTRATION RATE OF 0.5 GFM PER SURFACES DEMOLITION AS PER DEMOLITION PLANS SQUARE FOOT OF DOOR AREA. m TH15 BUILDING I5 LOCATED IN A 110 MPH WAND ZONE AND 15 DESIGNED IN ACCORDANCE WITH THE 200-1 I. THER'. SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH 5TAIRWAY. 3. ALL FIREPLACES HALL BE PROVIDED WITH A DAMPER FOR OUTSIDE COMBUSTION AIR 150-200 GFM. ALL LO RESIDENTIAL CODE OF THE STATE OF NEW YORK AND THE WOOD FRAME CONSTRUCTION MANUEL-WFGM FINISHES _ - EXGE'TION: A FLOOR OR LANDING 15 NOT REQUIRED AT THE TOP OF AN INTERIOR FLIGHT OF STAIRS, FLUES SHALL HAVE "FIGHT SEATED DAMPER WITH A MAX. AIR LEAKAGE OF 20 CFM. ALL FIREPLACES RE51 EDITION AS SELECTED BY OWNER _ PROI:IDED A DOOR DOES NOT SWING OVER THE STAIRS. SHALL- HAVE TIGHT- FITTING NON-GOMBU5TIBLE DOORS. <4 1 ^,;:Z-- 1 AND GRUB CONSTRUCTION AREA OF ALL ORGANIC MATERIAL AND FILL WITH GLEAN .- A FLGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE GREATER THAN 12 FEET (3b58 MM) BETWEEN 4. THE GONTRAGT,'F: SHALL SUBMIT THE DESIGN, SIZE AND TYPE OF MECHANICAL SYSTEMS WHICH WILL BE 51TE WORK: CLEAR A ,INSULATION , FLOLR LEVELS OR LANDINGS. USED, IN SIJFFIGIENT DETAIL, A5 REQUIRED BY THE BUILDING DEPARTMENT. AND TO ELEVATION OF BOTTOM OF SLAB. SURFACE MATERIAL MAY BE USED FOR FILL OF LANDSCAPED - PROVIDE FIBERGLASS INSULATION PLUS VAPOR BARRIER IN WALLS, CEILINGS, FLOORS+AND WHERE NOTED THE 910TH OF EACH LANDING SHALL NOT BE LE55 THAN THE STAIRWAY SERVED. EVERY LANDING SHALL 5. ALL THERMOSTATS, SHALL BE ADJUSTABLE FROM 55 DEGREES TO 85 DEGREES FAHRENHEIT. 5 AREAS OF THE SITE. FILL BROUGHT TO THIS SITE 5HALL BE NON CONTAMINATED SOIL. ON DRAWINGS, INCLUDING CEILING BETWEEN GARAGE AND HOUSE. FOLLOW MANUFACTURERS INSTRUCTIONS . HAVE A MINIMUM DIMENSION OF 36 INCHES (q14 MM) MEASURED IN THE DIRECTION OF TRAVEL. b. ALL DUGT�� AND PIPES SHALL BE INSULATED AS REQUIRED BY CODE. Q FOR PROPER USE "1. HVAG CONTRA,G F'.')�2 SHALL VERIFY HEAT L055 CALCULATIONS. co HA1 If,EZAIL5 PER 8311.5.6 0 CONCRETE . -" ALL FOUNDATION WALLS AND FOOTINGS SHALL BE CAST ON SOLID APPOVE BEAR1501L501L, SEE CHART DOORS AND WINDOWS HANLRAIL5 SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT � WITH A MINIMUM DEPTH OF 3'-O" BELOW GRADE. 501L SHALL BE UNDISTURBEDDOORS AND WINDOWS SHALL BE COMPLETE AND SHALL INCLUDE FRAMES, TRIMS, EXTENSION JAMBS, SILLS, SAFETY 6LA5�,St,, IREMENT5 PER R308.4 W 1 h WITHFOUR OR MORE RISERS. STOOLS, CASINGS, SCREENS, HARDWARE, ETC �- 01~ ALL FOUNDATION WALLS AND FTGS SHALL- BE POURED CONCRETE HE16AT PER R311,5.6.1 - HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING SAFETY GLASS RE:%UIRED AT THE FOLLOWING LOCATIONS: 0 UNLESS SHOWN OTHERWISE, CONCRETE SLABS SHALL BE 4" THICK, SET ON 4" THICK GRAVEL BED, WITH WINDOWS AND EXTERIOR DOORS SHALL BE ADEQUATELY FLASHED AT HEADS AND PROPERLY CAULKED 1. ANY GLAZING IN ANY DOOR TYPE Ri Ri b" X b", 10/10 WELDED WIRE MESH REINFORCING. AND WEATHERSTRIPPED. ALL GLAZING SHALL BE LOW-E, DOUBLE-PANED. ALL WINDOWS TO BE AN12ER50N THE READ NOSING, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES (864 MM) 2. GLAZING IN ANY WALLS ENCLOSING A SHOWER, TUB, SAUNA OR STEAM ROOM." OR EQUAL ANID 40T MORE THAN 38 INCHES (%5 MM). 3. ANY WINDOb�'; WITHIN 24" OF A DOOR.' In! TH15 PROJECT HAS 2,000 P5F LOAD BEARING PRE55URE CO•NTNUITY PER R311.5.b.2 - HANDRAIL5 FOR STAIRWAYS SHALL BE CONTINUOUS'FOR THE FULL LENGTH OF 4. ANY IAN 0"IAB.141_ PANE OF GLASS WITH 15 AREA GREATER THAN THE SQ. FT. WHERE THE BOTTOM IS U h ONLY IN WIND BORNE DEBRIS AREA-SEE CHART ABOVE: LE55 THAN 18" :'.BONE THE ADJACENT FINISH FLOOR WITHIN 3b" OF THE WINDOW. I ' FURNISH AND PLACE IN THE STORAGE ROOM, PAINTED WOOD STRUCTURAL PANELS, '1/I6" MIN THE F-161-IT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE 5. GLAZING IN MALLS OF SPAS, HOT TUBS OR INDOOR POOLS WITHIN 5'-O" OF THE WATER.' �I } TABLE 8401.4.1 A FURN15E55 WITH A MAXIMUM SPAN OF 8 FT. FOR ALL GLAZED OPENINGS AT ALL WINDOWS. PANELS LON5T RI5ER OF THE FLIGHT. HANDRAIL ENDS 5HALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS 6. GLAZING IN :TAIRWAY5 AND LANDINGS WITHIN 3'-O" HORIZONTALLY OF A WALKING SURFACE.* T PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS SHALL BE PRECUT TO COVER THE GLAZED "OPENINGS WITH 2-1/2" #b 5GREW5, Ib" 0. G. FOR 5PAN5 < 4 OR. SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE55 THAN 1 1/2 ` FT, 12" O.G. FOR SPANS < b FT., AND q" O.G. FOR SPANS < 8 FT. AT ALL WINDOWS. INGIH (38 MM) BETWEEN THE WALL AND THE HANDRAILS. • THE REQUIREMENT LOES NOT APPLY IF THE BOTTOM EDGE OF THE GLASS 15 MORE THAN b0" ABOVE THE d LOAD-BEARING PRESSURE FLOOR. FIRE STOPPING EXO PTIONS: W GLA55 OF MATERIAL (POUNDS PER SQUARE FOOT) - I,HANDRAIL5 SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL P05T AT THE TURN. ASPHALT 200E SFIIi'.: � 4 CRYSTALLINE BEDROOK 12,000 PROVIDE FIRE STOPPING A5 PER THE 200'7 RE51DENTIAL CODE OF NEW YORK STATE. FIRE STOP - I THE USE OF A VOLUTE, TURNOUT, 5TARTIN6,EA51NG OR STARTING NEWEL SHALL BE ALLOWED OVER _1,E NOTES � d) CONGEALED SPACES WITHIN WALL, CEILING, PARTITION, FLOOR, STAIR, ATTIC OR CORNICE CONSTRUCTION 7-4E LOWEST TREAD. to ASPHALT ROOF 5F;; :�LE5 SHALL HAVE 5ELF-5EALIN0 STRIPS OR SHALL BE INTERLOCKING AND SHALL 5EDIMENTARY AND FOLIATED ROCK 4,000 AND AROUND CHIMNEY, PIPE AND DUGT OPENINGS IN SUCH CONSTRUCTION, SHALL BE FIRESTOPPED OR FILLED WITH NDN COMBUSTIBLE MATERIAL TO PREVENT THE PASSAGE OF FLAME, SMOKE, FUMES AND HOT COMPLY WITH THE R.:QUIREMENTS OF ASTM 0-225 OR D-34b2 !- F GUARp5 PER SECTION R312 `) • O SANDY GRAVEL AND OR GRAVEL 3,000 GA5E5. FIRE STOPPING OR FILL SHALL BE NONFLAMMABLE MATERIAL WHICH CAN SHAPED, FITTED AND : , " f ,, ALL FASTENERS FOEi Ac PHALT ROOF SHINGLES SHALL BE GALVANIZED STEEL, STAINLESS,ALUMINUM,OF; W (6W AND 6P) PERMANENTLY 5EGURED IN POSITION. FIRE STOP CONGEALED VERTICAL SPAGE5 IN WALLS AND 1.1. PARTITIONS SHALL BE BE FIRESTOPPED AT EACH FLOOR LEVEL AND AT THE CEILING OF THE UPPERMOST GUAz:)S REQUIRED PER 8312.1 COPPER r.D,:rING N71L. FASTENERS SHALL BE MINIMUM 12 GAGE SHANKED WITH A MIN11�0.1M 3/8" DIA. SAND, 51LTY SAND, CLAYEY SAND, STORY, 50 THAT SUCH SPACES WILL NOT BE CONTINUOUS FOR MORE THAN ONE STORY OR COMMUNICATE PO'Rr.-IE5, BALCONIES OR RA15ED FLOOR SURFACES LOCATED MORE THAN 30 INCHES (762 MM) ABOVE THE - HEAD, AND Vr StJFFGIEN i 1._E=NCTH TO PENETRATE THROUGH THE ROOFING MATERIALS ANID THE SHEATHING. Q SILTY GRAVEL AND CLAYEY GRAVEL 2,000 WITH •CONGEALED HORIZONTAL SPAGE5 IN THE FLOOR OR ROOF GONSTRUGTION. SPAGE BETWEEN FLOOR FLIOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LE55 THAN 36 INCHES (gl4 MM) IN HEIGHT. OPEN SIDES Q (SW,5P,5M,5G,GM,bC) JDI5T5 WITH CEILINGS ATTACHED DIRECTLY TO THE JOISTS SHALL BE FIRE5TOPPED FOR THE FULL DEPTH c ASPHALT ROOF 54"IIN ALES SHALL HAVE THE MINIMUM NUMBER OF FASTENERS AS REQUIRED BY THE CLAY, SANDY CLAY, SILTY CLAY, IOF THE JOISTS AT ALL POINTS OF SUPPORT, UNDER SUPPORTED WALLS AND PARTITIONS HAVING A OF aRIRS WITH A TOTAL RISE T MORE THAN S ( INCHES (IN IG ABOVE THE FLOOR OR GRADE BELOW SHAI_! HAVE GUARDS NOT LE55 THAN 34 INCHES (864 MM) IN HEIGHT MEASURED VERTICALLY FROM THE MANUFACTURER. CLAYEY ANDY, SILT AND SANDY SILT 1500 B REQUIRED FIRE- RE515TANGE RATING NOSING OF THE TREADS. n/ � PORCHES AND DECKS WHIGH ARE ENCLOSED WITH INSECT SCREENING SHALL BE PROVIDED WITH GUARDS .FOR NORMAL AP�LI:. ATIONS, ASPHALT ROOF SHINGLES SHALL BE 5E URE TO THE ROOF WITH NO LE55 LL U 1 (GL, ML,MH AND CH) - ' FIRE STOP CONGEALED SPACES WITH WOOD FRAMED WALLS AND PARTITIONS AT EACH FLOOR LEVEL WHERE THE WALKING SURFACE 15 LOCATED MORE THAN 30 INCHES ('162 MM) ABOVE THE FLOOR OR GRADE THAN FOUR (4) FAS'ELNEBS PER STRIP SHINGLE OR TWO (2) FASTENERS PER INDIVIDUAL SHINGLE. tip FOR SI: I POUND PER SQUARE FOOT = 0.04�q KN/M' AND AT THE CEILING LINE OF THE TOP STORY. WHERE FIRE STOPS ARE NOT AUTO- MATICALLY PROVIDED BELLOW. . I .4T " GALL HAVE A MINIMUM OF SIX (6) FASTENERS PER SHINGLE WHERE THE EAVE IS A5PHA�.T - ,RIP _Hl I !-- " 'BY THE FRAMING SYSTEM USED, USE CLOSELY FITTED WOOD BLOCKS SAME WIDTH AS FRAMING MEMBERS "20 FEET OR. HIGHER'A.:C>�dE G'�.AGE OR WHEr�E THE BASE WIND SPEED IS 120 MPH OR GREATER. A. WHEN SOIL TESTS ARE REQUIRED BY SECTION R401.4, THE ALLOWABLE BEARING CAPACITIES OF THE , ,, GUARD OPENING LIMITATIONS PER R3N2.2 SOIL SHALL BE PART OF THE RECOMMENDATIONS MISCELLANEOUS � REQURED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED FLOOR AREAS, BALCONIES AND PORCHES 0 PROVIDE GUTTER5 AND LEADERS AND GRADE 501L TO DRAIN AWAY FROM HOUSE. PROVIDE DRYWELL5'AS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES WHICH DO NOT ALLOW PASSAGE OF A MI5GE1" AL `;CO�.�QL"•-�T"4.UGTION N2T� � �0 B. WHERE IN PLACE SOILS WITH AN ALLOWABLE BEARING CAPACITY OF LEAS THAN 1,500MINE PAF ARE LIKELY PER LOCAL TOWN CODES. COLOR A5 SELECTED BY OWNER 5PH�'}•.E 4 INCHES (102 MM) OR MORE IN DIAMETER. ALL GONG�.ETP �.0' ; . ,1AL_L CONFORM TO REQUIREMENTS AND RECOMMENDATIONS OF MAGI-.301-qb 1-L q TO BE PRESENT AT THE SITE, THE ALLOWABLE BEARING CAPACITY 5HALL BE DETERMINED BY A SOILS IN KITCHENS, PROVIDE APROPERLY-SIZED EXHAUST FAN, DISCHARGING TO THE OUTDOORS. INVESTIGATION EX(Or,PTI N : "SPECIFICATIG`6 '-C,�: 7,'F"IC;TUR.AL GONGREl FUR BUILDINGS" REINFORCING STEEL SHALL CONFORM TO IN BATHROOMS, PROVIDE A MEDICINE CABINET AS SELECTED BY OWNER. 1.THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD AND BOTTOM RAIL OF A GUARD AT THE A5TM A-h15 ^`;::ADE , - TABLE 8402.2 PROVIDE 5/8" FIRE CODE GYPSUM BOARD ON CEILING ABOVE HEATING UNITS AND WALLS. OPEN SIDE OF A STAIRWAY ARE PERMITTED TO BE OF SUCH A SIZE THAT A SPHERE b INCHES (152 MM) .:,GAN40T PASS THROUGH. ALL. STEEL- l :?RK �' 1. C:c'�NFORi f TO THE REQUIREMENTS OF THE AISG "SPEGiFIGATIONS FOR DESIGN, V 0 MINIMUM SPECIFIED COMPRESSIVE STRENGTH CONCRETE THE OWNER AND CONTRACTOR HAVE THE RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE CODES, LAWS, 2. O'�ENINGS FOR REQUIRED GUARDS ON THE SIDES OF STAIR TREADS SHALL NOT ALLOW A SPHERE 4 FAfiRIGAlIU1N A'1p t;' ;;l IO:N OF STRUCTURAL STEEL F08 BUILDINGS". STEEL SHALL CONFORM TO ASTM 4 Qs p RULES AND REGULATIONS IN THE CONSTRUCTION OF TH15 PROJECT AND TO VERIFY ALL DIMENSIONS, -3/8 INCHES (107 MM) TO PASS THROUGH. A�l2(C�QfaL:>E SCJ) r�-ACU{ q MINIMUM SPECIFIED GOMPRE551VE STRENGTHA (F'G) '. MATERIALS AND THE LOAD-BEARING CAPACITY OF THE SOIL PRIOR TD START OF WORK. ALSO, VERIFY 4 O' � � 1 -"`,� D TYPE OR LOCATIONS OF ALL CONDITIONS FOR WORKABILITY. THE ARCHITECT WILL NOT ENGAGED IN THE SUPERVISION OR ALL ELEGTR'CAL �� SHALL GONFc'?ttM TO LOCAL NEC AwD UNDERWRITERS LABORATORY .& w o CONCRETE CONSTRUCTION NEGLIGIBLE MODERATE SEVERE INSPECTION OF TH15 PROJECT DURING CONSTRUCTION. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENT,. lcryi.;-r,�� O' CONTENTS OF THE SPECIFICATIONS FOR THESE DRAWINGS FL'ECTRIGAL NOTES: ,� c' BASEMENT WALLS, FOUNDATIONS AND OTHER 2500 2500 2SDOG THE 5GOPE OF THE ELEGTRIGAL WORK ENCOMPASSES An OPERATING ELECTRICAL SYSTEM A5 INDICATED F`RIGA:TED Flr; PRF-FA EI LAGE5 AND FLUES 5HALL BE UE_ APPROVED. 1p I�. CONCRETE NOT EXPOSED TO THE WEATHER 5MOKE,ALARM5 AND CARBON MONOXIDE ALARMS ON.IHE DRAWINGS AND NOTED HEREIN. IT 15 NOT THE INTENT OF THESE DRAWINGS TO SHOW EVERY MINOR �� '5 BASEMENT SLABS AND INTERIOR SLABS ON 2,500 2,500 2,500 G SMOKE ALARMS 5HALL BE INSTALLED IN THE FOLLOWING LOCATIONS: DETAIL OF CONSTRUCTION. IT I5 THE RESPONSIBILITY OF THE ELEGTRIGAL CONTRACTOR TO SECURE AND INSTALL SMOKE DEIr:C'E"ORS AND CARBON MONOXIDE DETECTORS IN ACCORDANCE WITH ALL STATE AND � _-� GRADE, EXCEPT 6ARA6E FLOOR SLABS I. IN EACH SLEEPING ROOM. PAY FOR ALL REQUIRED ELECTRICAL PERMITS AND PROVIDE ALL NECE55ARY LABOR, MATERIAL AND AND .• I.OGAL CODE RE0UIF-,ENENT5. BASEMENT WALLS, FOUNDATION WALLS, 2 0O 3,0009 3,0009 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS EQUIPMENT TO CONFORM TO THE INTENT OF THE SCOPE OF WORK. THE ELEGTRIGAL INSTALLATION SHALL EXTERIOR WALLS AND OTHER VERTICAL 5 3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS BUT NOT INCLUDING CRAWL COMPLY WITH ALL RULES, AND REGULATIONS OF THE NATIONAL ELECTRIC GODS (NEC), LOCAL BUILDING THE OWNER 5HALL ARRANGE FDR 5UPERVI5ION OF THE GON5TRUGTION WORK TO INSURE 6OMPLIANGE WITH CONCRETE WORK EXPOSED R THE WEATHER SPACES AND UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND CODE AND THE REGULATIONS OF THE PUBLIC UTILITY COMPANY FURNISHING PRIMARY SERVICE. " ' , THE CONTRACT DOCU-TENTS. / PORCHES, CARPORT OSE12 AND STEPS DE D,E WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE t EXPOSED TO THE WEATHER AND GARAGE 2,500 3,000 3,500 UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL 15 ALL MATERIALS, EQUIPMENT, DEVICES, ETG. UTILIZED IN THE WORK, SHALL BE UNDERWRITER5 LABORATORY ARGHITEGT S_C.ERTIF�Nl I" N [fl II LE55 THAN ONE FULL STORY BELOW THE UPPER LEVEL. (UL) L15TED AND SHALL BEAR THE UL LABEL. TH15 AR,' -L CERTIFIES THAT TO THE BEST OF H15 KNOWLEDGE, INFORMATION, BELIEF, AND U ll-ll FLOOR SLABS CARBON MONOXIDE ALARMS 5HALL BE INSTALLED IN THE FOLLOWING LOCATIONS: HEATING AND VENTILATING SYSTEM SHALL BE DESIGNED BY A MEGHANIGAL ENGINEER PROFE55ION,AL JUDO-;EMENT, THE PLANS ARE IN COMPLIANCE WITH APPLICABLE REQUIREMENTS OF THE .11 INCH 6 8>q5 KPA I. WITHIN EACH DWELLING UNIT ON ANY STORY HAVING A SLEEPING AREA lfl FOR 51: I POUND PER SQUARE2. ON ANY STORY OF A DWELLING UNIT WHERE FUEL-FIRED APPLIANCES AND EQUIPMENT, SOLID-FUEL PLU>.BING 5Y5TEM NOTES: RESIDENTIAL CODE lENE=ROY CONSERVATION CONSTRUCTION GODS OF NEW YORK STATE. NE=W YORK STATE INCLUDING THE ELECTRICAL GODS DIVISION,CHAPTER 33 BURNING APPLIANCES AND EQUIPMENT, FIREPLACES OR ATTACHED GARAGES ARE LOCATED. A THROUGH 42 AND TNF A. AT 28 DAYS P51 CARBON MONOXIDE ALARM INSTALLED ON ANY STORY OF A DWELLING UNIT HAVING A SLEEPING THE SCOPE OF THE PLUMBING WORK ENCOMPASSES an OPERATING PLUMBING SYSTEM CONSISTING OF T SEE TABLE R301.2(I) FOR WEATHERING POTENTIAL AREA SHALL 'SUFFICE FOR THAT STORY WHERE FUEL-FIRED APPLIANCES AND EQUIPMENT,50LID-FUEL DRAINAGE, WA5TE AND VENT PIPING, HOT AND GOLD WATER DISTRIBUTION SYSTEM, AND PLUMBING FIXTURES THI5 F-55IO AL CERTIFIES THAT PLANS THE BEST OF HIS KNOWLEDGE, INFORMATION, BELIEF, AND B G. CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAVIING DURING BURNING APPLIANCES AND EQUIPMENT, FIREPLACES OR ATTACHED AUTOMOTIVE PARKING GARAGES GOM'LETE WITH TRIM AND TRAPS. TIE INTO EXISTING PLUMBING LINE A5 REQUIRED MECHANICA C E L') HENT, THE , R COMPLIANCE 24 WITH APPLICABLE REQUIREMENTS OF THE GONSTRUGTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTED ARE ALSO LOCATED MECHANICAL CODE OF NY' STATE, CHAPTERS 12 THROUGH 24 AND THE PLUMBING CODE OF NY STATE, 0 C CONCRETE SHALL BE AIR ENTRANED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) 3, WHERE MORE THAN ONE CARBON MONOXIDE ALARM IS REQUIRED TO BE INSTALLED WITHIN AN ALL SHALL CONFORM TO THE APPLICABLE PLUMBING CODES, AND ALL PERTINENT LOCAL GHAPTER5 25 THROI.SH 32. If SHALL NOT BE LE55 THAN 5 PERCENT OR MORE THAN 1 PERCENT THE ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ALL TESTS AS INDIVIDUAL DWELLING UNIT, REGILATIONS APPLICABLE TO THIS SECTION. PROVIDE ALL REQUIRED PERMITS AND OBTAIN ALL INSF`_GTION5 AND PAY SUCH FEES AS MAY BE THEREBY INCURRED. PERFORM OR OBTAIN NOTICE E. SEE SECTION 8402.2 FOR MINIMUM CEMENT CONTENT . ACTUATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS IN THE INDIVIDUAL UNIT. THE ALARM MAYBE REQUIRED, SUPPLYING ALL LABOR AND INSTRUMENTS NEEDED AND PAY SUCH COSTS INCURRED. ' THESE DRAWINGS, REPAR.ED FOR THE SPEGIFIG PROJECT INDICATED 15 AN INSTRUMENT OF SERVICE AND SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER BACKGROUND N015E LEVELS WITH ALL THE PROPERTY OF CUSTOM DESIGNED RESIDENCES. INFRINGEMENT OR ANY USE OF THESE DRAYviN.; F!�R TABLE 3.26 INTERVENING DOORS CLOSED GIVE CAREFUL CONSIDERATION TO THE WORK OF OTHER TRADES AND ORGANIZE THE WORK IN THAT IT ANY OTHER F'ROJEG"OR OWNER, OTHER THAN TH05E INDICATED ON THESE DRAWING5 I5 PROHIBITED. ANY i III n WILL NOT INTERFERE WITH THE OTHER TRADES. EXAMINE THE SITE AND PLANS AND BE FULLY INFORMED ALTERATION OR RE �:ODUCTION OF THIS DOCUMENT IS AL50 PROHIBITED BY LAW, WITHOIUT THE WRITTEN II THREE SECOND GUST WIND SPEED (MPH) 110 120 I IGHT VENTILATION - SECTION R303 ` ' REGARDING LIMITATIONS OF SPACE AVAILABLE FOR INSTALLATION OF ALL EQUIPMENT AND MATERIALS AS 1 BOTTOM PLATE TO FOUNDATION 12.3,4 HABITABLE ROOMS: ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA OF WELL AS ALL CONDITIONS REGARDING 5ERVIGE GONNEGTIONS, GRADE, GROUND CONDITIONS AND ALL CONSENT OF THE AE'.�VE SAID ARCHITECT. ANCHOR FOUNDATION SUPPORTING MAXIMUM ANCHOR BOLT SPACING (IM) , NOT LE55 THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. NATURAL VENTILATION SHALL BE , FAGFOR5 INVOLVED IN THE COMPLETION OF THE WORK MEGHANIGAL. PER IVi'2T BOLT CONNECTION RESISITIMG THROUGH WINDOW5, DOORS, LOUVERS OR OTHER APPROVED OPENING5 TO THE OUTDOOR AIR. SUCH , ' 5/8" TYPE 'X' GYPSU'-1 BOARD AT WALLS d CEILING OF UTILITY. PROViDE 3/4 HR. FIRE RATED DOOR. LATERIAL AND SHEAR LOADS 1/2' ANCHOR BOLTS OPENINGS SHALL BE PROVIDED WITH READY AGGE55 OR SHALL OTHERWISE BE READILY CONTROLLABLE FUR115H AND INSTALL ALL SLEEVES, HANGERS, INSERTS, ANCHORS AND APPURTENANCES AS MAY BE PROVIDE FRESH AIF'',FOR MEGH. TWO OPENINGS - ONE WITHIN 12" OF CEILING d ONE WITHIIN 12" OF FLOOR. STORIES 30' BY THE BUILDING OCCUPANTS. THE MINIMUM OPERABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF REGJIRED FOR PROPER EXECUTION AND FUNCTIONING OF THE PLUMBING SYSTEM. . EA. OPNG. TO HAVE 1" 50. INCH PER 2,000 BTU/H OF TOTAL INPUT OF ALL APPLIANCES IN SPACE. UPPER 1-3 THE FLOOR AREA BEING VENTILATED. BATHROOMS SHALL BE 3 SF OF GLAZING WITH ONE HALF OF WHIGH OPENING DUrT TO E:" LEVEL OR VERTICAL. 5/8' ANCHOR BOLTS MUST BE OPERABLE. THE GLAZED AREAS SHALL NOT BE REQUIRED WHERE ARTIFICIAL LI6H.T AND ALL PIPING SHALL BE INSTALLED TO PROVIDE FOR EXPAN51ON AND CONTRACTION WITHOUT 5TRF551NG 1-3 STORIES 45' MECHANICAL VENTILATION SYSTEMS ARE PROVIDED. 11 " PAPE OR EQUIPMENT. HORIZONTAL DRAINAGE AND VENT PIPING SHALL BE GRADED AT A MINIMUM OF 1/8" 11 , PER FT INTO THE SYSTEM. VERTICAL PIPING SHALL BE PLUMBED IN TWO DIRECTIONS. PROVIDE NON u I 1 PRESCRIPTIVE LIMITS ARE BASED On ASSUMPTIONS IN TABLE A-3.2 BATHROOM LIGHT AND VENTILATION R303.3 G011OUGTIN5 UNIONS WHENEVER CONNECTING 01551MILAR METALS IN THE PIPING SYSTEM. MEGHANf.A EGT2IGAj_ PER M1305.1.3.1 2 WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL AND SHE LOADS THE MAXIMUM ANCHOR BATHROOMS, WATER CLOSET COMPARTMENTS AND OTHER SIMILAR ROOMS SHALL BE PROVIDED WITH A LI6H1-161FIXTURF f,-)'NTROLLED BY A SWITCH LOCATED AT THE REQUIRED PASSAGEWAY OPENING AND SHALL NOT EXCEED THE LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS AGGREGATE GLAZING AREA IN WINDOWS NOT LE55 THAN 3 SQUARE FEET, ONE-HALF OF WHICH MUST BE . . FUR,115H AND INSTALL STOP VALVES, ESCUTCHEON PLATES, UNIONS, VENTS, ETG. AS REQUIRED FOR THE _ CLIENT MASTRO BOLT SPACINGA REGEPTIGAL DOTE ET SHA;_L BE PROVIDED AT OR NEAR THE APPLIANCE LOCATION IN AGGORDANGE (TABLE A-3.2C) OF LATERAL AND SHEAR LOADS (TABLE A-3.281. FOR OTHER ANCHOR BOLT LIMITATIONS OPERABLE. THE GLAZING AREA SHALL NOT BE REQUIRED WHERE ARTIFICIAL LIGHT AND MEGHANIGAL `PROPER EXECUTION OF THE WORK. ALL PIPING EXPOSED TO VIEW WITHIN THE COMPLETED SPACE SHALL SEE SECTIONS 3.2.1.7 AND 3.2.2.3ITH GHAT I ER 38. s TABULATED ANCHOR BOLT SPACINGS FOR LATERAL AND SHEAR LOADS ASSUME WALLS ARE SHEATHED IM VENTILATION SYSTEMS ARE PROVIDED. THE MINIMUM VENTILATION RATES SHALL BE 50 GFM FOR'• ,BE VOLVOL15HED CHROME OR BRASS AS 5ELEGTED BY OWNER. DATE ACCORDANCE WITH SECTION 3.4.4.2. FOR OTHER WALL SHEATHING TYPES THE TABULATED ANCHOR BOLT INTERMITTENT VENTILATION OR 20 GFM FOR CONTINUOUS VENTILATION. VENTILATION AIR FROM THE SPACE LIGHTIi� 111 STORAc.�R �OUIPMENT SPACES PER E3803.4 SPACINGS SHALL BE MULTIPLIED BY THE APPROPRIATE SHEATHING TYPE ADJUSTMENT FACTOR IM TABLE 3.17L7, SHALL BE EXHAUSTED DIREGTLY TO THE OUTSIDE. GONJEGT ALL PLUMBING EQUIPMENT FURNISHED BY THE OWNER OR BY THE PLUMBING GONTRATOR AND THIS IN ATTI.',5, UNDER-FLOOR 5F'AGE5, UTILITY ROOMS AND BA5EMENT5, AT LEAST ONE LIGHTING OUTLET � BUT IM NO CASE SHALL ANCHOR BOLT SPACINGS EXCEED VOM CENTER SECTION REQUIRING WATER DRAINAGE, WASTE AND OR VENTING : W SHALL BE'_ IN��TALLE"� WHERE= THESE SPACES, ARE USED FOR STORAGE OR CONTAIN EQUIPMENT REQUIFl:NG 4 FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 100 MPH, WITH A TABULATED LATERAL VALUE FROM 5ERVIC.IN0. SUCH Lli')iiTING OUTLET SHALL BE CONTROLLED BY A WALL SWITCH OR SHALL HAVE AN ry DRWN BY SC TABLE A-3.5 GREATER THAN 262 PLF, L.�ATERAL CONNECTIONS SHALL BE DETERMINED USING THE LOADS STAIRWAY ILLUMINATION PER R303.b T ILLUMINATE THE ALLCONCEALED WORK SHALL REMAIN UNCOVERED OR NOT INSULATED UNTIL REQUIRED TESTS HAVE BEEN INTEGRAL 5WITGH. ^.T LEAST ONE POINT OF CONTROL SHALL BE AT THE USUAL POINT OF ENTRY TO THESE W FROM TABLE A-3.5 ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH A MEANS O LL GONPLETED AND APPROVED. IF 50 REQUIRED BY THE PROJECT SCHEDULE ARRANGE FOR PRIOR TESTA OF , 5PAGE5. THE LIGHTING OUTLET SHALL BE PROVIDED AT OR NEAR THE EQUIPMENT REQUIRING SERVICING. Cf) CHK'D BY STAIRS,INGLUDING THE LANDINGS AND TREADS. INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN I I SPEGIFIG PORTIONS OF WORK INVOLVED. W ARTIFICIAL LIGHT 50URGE LOCATED IN THE IMMEDIATE VICINITY OF EACH LANDING OF THE 5TAIRWAY. FOR ROOF VENTILATION PER R8 )0,2 � DATE 1'1/17/09 WOOD FRAMING INTERIOR 5TAIR5 THE ARTIFICIAL LIGHT SOURCES SHALL BE CAPABLE OF ILLUMINATING TREADS AND ALL TESTS SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE CODE REQUIREMENTS. TESTS AND OTHER LUMBER, SHALL BE CONSTRUCTION GRADE # 2, DOUG-FIR-LARGH, NGS TO LEVELS NOT LESS THAN I FOOT-CANDLES (If LUX).MEASURED AT THE CENTER OF TREADS AND 5HA-L INDICATE ADEQUACY ACCEPTABLE QUIETNESS AND CONTINUOUS OPERATION OF ALL EQUIPMENT THE TOTAL NET FRED.VENTILATION AREA SHALL NOT BE LE55 THAN I TO 150 OF THE AREA R THE SPACE ALL JOISTS, BEAMS, RAFTERS A LANDINGS XcGEPT WHERE SPECIFIED OTHERWISE. PROVIDE STRUCTURAL T RIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE WIITIOUT OVERLOADING INCLUDING CORRECT VOLUMES, PRESSURES AND 5ATI5FAGTORY TEMPERATURES VENTILATED EXCEPT THAT TIE TOTAL AREA 15 PERMITTED H BE REDUCED NT I TO 30A PROVIDED AT FB=8"75 P.5.1.,OR APPROVED EQUAL, E STUDS SHALL EXTEND THE FULL HEIGHT. LANDINGS. EXE LEAST 5C� PERCENT.AND NO"' MORE THAN 80 PERCENT OF THE REQUIRED VENTILATING AREA 15 PROVIDED ~ REVlsons DIAGONAL BRACING AT EXTERIOR WALL CORNERS and WALL IMMEDIATE VICINITY OF THE TOP LANDING OF THE STAIRWAY. EXTERIOR STAIRWAYS PROVIDING AGGE55 TO AND VELOCITIES. DEFECTS D156LO5ED BY SUCH TESTS SHALL BE MADE GOOD AND THE DEFECTIVE PARTS BY VENTILATORS L0C,ATED N THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET = # A BASEMENT FROM THE OUT5IDE GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE MADE GOOD AT NO ADDITIONAL COST TO THE OWNER. TESTS SHALL BE REPEATED AFTER CORRECTIONS (g14MM) ABOVE EAVE OR GCRNICE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED 0 DATE ISSUED SILLS AND ALL WOOD IN CONTACT WITH THE CONCRETE SHALL BE TREATED LUMBER ACO GRADE 2, LOCATED IN THE IMMEDIATE VICINITY OF THE BOTTOM LANDING OF THE 5TAIRWAY. HAVE BEEN MADE. TEST PRESSURES SHALL BE MAINTAINED FOR A CONTINUOUS TWELVE HOUR PERIOD. BY EAVE OR GORNI:;E VENTS. AS AN ALTERNATE, THE NET FREE GRO55-VENTILATION AREA MAY BE Q:f 5/3/10 FCR PERMIT SOUTHERN PINE, F13=875 P.S.I. OR APPROVED EQUAL 9/3/10 REVISED AS WITH AGQ TEREATED LUMBER MUST BE COPPER COATED, STAINLESS STEEL OR EXCEPTIONS: UPON COMPLETION OF THE WORK ALL FIXTURES SHALL BE THOROUGHLY GLEANED WITH SOAP AND WATER REDUCED TO I TD;x,70 WHEP1 A VAPOR BARRIER HAVING A TRANSMISSION RATE NOT EXCEEDING I PERM ANY FLASHING IN CONTACT 1. AN ARTIFICIAL LIGHT SOURCE IS NOT REQUIRED AT THE TOP AND BOTTOM LANDING, PROVIDED AN AIDJUSTED AND LEFT READY FOR USE. THIS SECTION SHALL BE RESPONSIBLE FOR PROTECTION OF ALL (5"1.4 MG/5-M2-PA) 6 INSTALLED ON THE WARM SIDE OF GEILING. J NOTEDZBA DOUBLE DIPPED GALVANIZED ARTIFICIAL LIGHT SOURCE IS LOCATED DIRECTLY OVER EACH STAIRWAY SECTION. FIXTURES TO INSURE THAT ALL ARE IN GOOD CONDITION ON JOB COMPLETION. REPAIR AND TOUCHUP TO Q 11/2L10 REVISED PER ED CLEARANCE'.: WOOD FRAMING 5HALL BE AT LEAST 8" ABOVE ADJACENT GRADE. 2. OWNER-OCCUPIED ONE-FAMILY DWELLINGS NOT SUPPLIED WITH ELECTRICAL POWER IN ACCORDANCE THEOWNER5 5AT15FAGTION FACTORY FINI5HED 5URFAGE5, SPECIAL COATINGS, AGOU5TIGAL TREATME=NTS, MECHANICAL APPLIANCES IN ATTICS PER M1305.1.3 O WHERE NOTED WITH SECTION RE3301.5. ElFG, THAT MAY BE DAMAGED DURING THE PROGRESS OF THE WORK. ATTICS CONTAINING APPLIAN,�ES REQUIRING AGGE55 SHALL BE PROVIDED WITH AN OPENING AND A 1/9/11 3 REVISED PER ZBA ALL LAMINATED VENEER LUMBER (LVL) GHALL BE E=2.0 BY TRU55 JOI5T OR EQUAL. PROVIDE BLOCKING AS PER MANUF. 5PEG5 AND THE RESIDENTIAL CODE OF THE NEW YORK STATE LIGHT ACTIVATION PER 8303.6.1 CLEAR AND UNOBS"ERUCTED PASSAGEWAY LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGEST I-- WHERE NOTED " 5 HEADERS SHALL REST ON THE CONTROL FDR ACTIVATION OF THE REQUIRED INTERIOR STAIRWAY LIGHTING SHALL BE ACCESSIBLE AT DUCTS IN UNCONDITIONED SPAGE5 MUST BE INSULATED TO R-5 APPLIANCE, BUT NO"E LESS THAN 30 INCHES HIGH AND 22 INCHES WIDE AND NOT MORE THAN 20 FEET IN = HEADERS: 2 - 2"X10 UNLE55 SPECIFIED OTHERWISE. IN BEARING WALL LENGTH WHEN MEA5'JRED ALONG THE CENTERLINE OF THE PASSAGEWAY FROM THE OPENING TO THE C� DOUBLE STUDS, EACH SIDE. : THE TOP AND BOTTOM OF EACH STAIRWAY WITHOUT TRAVERSING ANY STEPS. THE ILLUMINATION OF APPLIANCE. THE PA SAGEWA'1' SHALL HAVE CONTINUOUS SOLID FLOORING IN ACCORDANCE WITH CHAPTER 6/1/11 1SSUEDTOBLDGDEPT EXTERIOR STAIRWAYS SHALL BE CONTROLLED FROM INSIDE THE DWELLING UNIT. ANLL H05E BIBS LOCATIONS SHALL BE AS INSTRUCTED BY OWNER 5 NOT LE55 THAN 2; INCHES WIDE. A LEVEL SERVICE SPACE AT LEAST 30 INCHES DEEP AND 30 INCHES >- 8/18/11 ISSLEq TO BLDG DEPT SUPPORTS: PROVIDE STRUCTURAL SUPPORTS BELOW EACH P05T OR STRUT A5 REQUIRED. WIDE SHALL BE PREF ENT ALG'NG ALL SIDES OF THE APPLIANCE WHERE AGGE55 15 REQUIRED. THE CLEAR n EXGEPTION5: C1 OTHES DRYERS EXHAUST SHALL COMPLY WITH SECTION RM1501 ACCESS OPENING V!-IEN51ONS SHALL BE A MINIMUM OF 20 INCHES BY 30 INCHES, WHERE SUCH DIMENSIONS 0 _ BRIDGING: WOOD OR METAL , 8'-0" O.G. MAXIMUM; 2 NAILS PER END. INSTALL PER MANUFACTURES I. LIGHTS THAT ARE CONTINUOUSLY ILLUMINATED OR AUTOMATICALLY CONTROLLED. ARE LARGE ENOUGFI TO ALLGW REMOVAL OF THE LARGE5T APPLIANCE. U .JOB NO. SPECIFICATIONS 2. OWNER-OPERATED ONE-FAMILY DWELLINGS NOT SUPPLIED WITH ELECTRICAL POWER IN DRYER EXHAUST SYSTEMS SHALL BE INDEPENDENT OF ALL OTHER SYSTEMS, SHALL CONVEY THE MOISTURE ACCORDANCE WITH SECTION RE3301.5 TO THE OUTDOORS AND SHALL TERMINATE ON THE OUTSIDE OF THE BUILDING. EXHAUST DUCT TERMINATIONS (n 09=7/= PARTITIONS: PROVIDE DOUBLE JOISTS UNDER PARTITIONS PARALLEL TO JOISTS UNLE55 INDICATED TO BE 5HALL BE IN ACCORDANCE WITH THE DRYER MANUFAGTURER'5 INSTALLATION INSTRUCTIONS. SCREENS U MORE. PROVIDE DOUBLE JOISTS UNDER BATHTUBS. STAIR TREADS AND RISERS PER R311.5.3 50ALL NOT BE CONNECTED AT THE DUCT TERMINATION. EXHAUST DUGT5 SHALL BE EQUIPPED WITH A Z SHEET EXTERIOR CORNERS: 3-2"*4". INTERIOR CORNERS 3-2"*4" exterfor WALLS: 2"*4", ib" O.G. INTERIOR RISER HEIGHT PER 8311.5.3.1 - THE MAXIMUM RISER HEIGHT SHALL BE 8 1/4 INCHES (20CIMM). THE RISER DAGKDRAFT DAMPER. FLEXIBLE TRAN51TION DUCTS U5ED TO CONNECT THE DRYER TO THE EXHAUST DUCT A� I WALLS 2"x4",ib" o.c. UNLE55 OTHERWISE NOTED SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST 5>Y5TEM SHALL BE LIMITED TO SINGLE LENGTHS NOT TO EXGEED 8 FEET IN LENGTH. MAX LENGTH OF A RI5ER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH CLOTHES DRYER SHALL NOT EXCEED 25 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF Q OPENINGS: DOUBLE WOOD FRAMING SHALL BE PROVIDED AROUND OPENINGS IN WALLS, FLOORS, CEILINGS, (q.5 MM). TERMINATION. tY r-) ROOFS, etc. J J DOUBLE ROOF RAFTERS AS PER ROOF PLAN BUILDING DEPARTMENT NOTES ' ' >_ Tp? D SNOW DATA MIND DATA SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD AIR FREEZING - - 0 /_ mA DESIGN GAT. DESIGN UNDERLAYMENT HAZARDS INDEX 41N CTEMP. REQUIRED 0 (::�1� TN\vAIT 13 -.0 .l_L\\N,��0 s __11__ _,o e -.01 -.0 20 MPH G WEATHERING - SEVERE II SUFFOLK WITHIN 2'-0" OF ).LONE RIVERHEAD - 510 GROUND SNOW EAVES [L F- 0 5 N W 951D � j P4 D LOAD 20 TERRAIN EXPOSURE B FROST DEPTH - 3b" Q I- Dic\ SNOW EXPOSURE WIND BORNE DEBRIS TERMITE MOD TO HEAVY Ifi I-- SGUTj'fohTG 9 B AREA DECAY - SLIGHT TO MOD 4 I.0 PARTIALLY 0 EXPOSED ROOF CONSTRUCTION NOTES THIS PROJECT CONFORMS TO THE 2010 RESIDENTIAL- CODE OF THE STATE OF NEW YORK 4 SEE DETAIL 5HEET5 FOR NAILING SCHEDULES AND STRAPPING DETAILS >: x l CONFORMS TO THE 2007 RESIDENTIAL CODE OF THE STATE OF NEW YORK GENERAL TREAD DEPTH PER R311.5.3.2 - THE MINIMUM TREAD DEPTH SHALL BE g INCHES (229 MM). THE TREAD DEPTH BUILDING PLAN REVIEW NOTE: LLI THE CONTRACTOR SHALL COMPLY WITH ALL CONSTRUCTION DOCUMENTS. CONTRACTOR SHALL BE L TU PLYWOOD SHALL MEET THE CONSTRUCTION USE AND APPLICATION STANDARDS OF THE SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF PROPERLY CERTIFIED and LICENSED FOR THIS PROJECT. AMERICAN PLYWOOD ASSOCIATION (APA) THE ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE GREATEST TREAD THE SEAL AND 51GNATURE OF THE DESIGN PROFESSIONAL HAS BEEN INTERPRETED AS AN ATTESTATION 0 0 DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (q,5 MM). THAT, TO THE BEST OF THE LIGENSEES BELIEF AND INFORMATION, THE WORK IN THE DOCUMENT I5. DO NOT SCALE DRAWINGS. FOLLOW DIMENSIONS AS SHOWN ON DRAWINGS. ALL METAL JOIST HANGERS AND OTHER METAL HANGERS SHALL BE CAPABLE OF HANGING LOADS AT WINDER TREADS SHALL HAVE A MINIMUM TREAD DEPTH OF 10 INCHES (254 MM) MEASURED AS ABOVE AT A -ACCURATE SCOPE OF THIS WORK IS INDICATED ON THE DRAWINGS AND THESE NOTES. I ft/ <I CONNECTING POINTS. INSTALLATIONS BE BY TECO CONNECTORS AND 51MP50N OR APPROVED EQUAL. THEY POINT 12 INCHES (305 MM) FROM THE SIDE WHERE THE TREADS ARE NARROWER. WINDER TREADS SHALL _CONFORMS WITH GOVERNING CODES APPLICABLE AT THE TIME OF SUBMISSION SHALL SHALL BE IN STRICT CONFORMANCE WITH MANUFACTURES SPECIFICATIONS AND RECOMMENDATIONS HAVE: A MINIMUM TREAD DEPTH OF b INCHES (152 MM) AT ANY POINT. WITHIN ANY FLIGHT OF STAIRS, THE -CONFORMS WITH REASONABLE STANDARDS OF PRACTICE AND WITH VIEW TO THE SAFEGUARDING OF � �� p CONTRACTOR SHALL OBTAIN AND PAY ALL FEES, PERMITS, DEPOSITS FOR UTILITIES REQUIRED FOR THE � AND THE RESIDENTIAL CODE OF THE STATE OF NEW YORK 3 1 LLIl PROJECT EXCEPT FOR THE BUILDING PERMIT. GREATEST WINDER TREAD DEPTH AT THE 12 INCH (305 MM) WALK LINE SHALL NOT EXCEED THE SMALLEST LIFE, HEALTH, PROPERTY AND PUBLIC WELFARE, ALL WALLS, FLOORS AND CEILING SURFACES NEW OR EXISTING SHALL BE PATCHED AND OR FINISHED TO BY MORE THAN 3/8 INCH (9.5 MM). -I5 THE RESPON5113ILITY OF THE LICENSEE WORK SHALL CONFORM TO ALL RULES AND REGULATIONS OF APPROPRIATE AGENCIES HAVING MATCH EXISTING SURFACES DESIGN NOTES: JURISDICTION LIGHTING OUTLETS ADDITIONAL LOCATIONS SECTION E3803.3 In ALL WALLS AND CEILINGS TO BE TAPED AND SPACKLED 3 GOATS. PAINT AS SELECTED BY OWNER. AT LEAST ONE WALL-SWITCH-GONTROLLED LIGHTING OUTLET SHALL BE INSTALLED TO PROVIDE ENERGY NOTES CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRIS FROM THE JOB SITE AND LEAVE THE FACILITY IN INSTALL MOISTURE RESISTANT GYP BD IN ALL WET AREAS ILLUMINATION ON THE EXTERIOR 51DE OF EACH OUTDOOR EGRESS DOOR HAVING GRADE LEVEL ACCESS, I. WOOD FRAMED FLOORS, WALLS AND CEILINGS SHALL HAVE AN APPROVED VAPOR BARRIER (PERMEANGE A BROOM GLEAN CONDITION. ALL GLASS SHALL BE THOROUGHLY GLEANED AT THE COMPLETION OF INCLUDING OUTDOOR E6RE55 DOORS FOR ATTACHED GARAGES AND DETACHED 6ARA6E5 WITH ELECTRIC RATING OF I.O PERM) INSTALLED ON THE "WARM IN WINTER" SIDE OF THERMAL INSULATION. z: en CONSTRUCTION. ANY PAINT 5PEG5 AND OR CONSTRUCTION MARKS SHALL BE REMOVED FROM ALL FINISHED SURFACES ALL TJIS TO BE BY TRUSS JOIST, GEORGIA PACIFIC OR APPROVED EQUAL POWER. 2. WINDOWS AND SLIDING DOORS SHALL HAVE A MAX, AIR INFILTRATION RATING OF 0.3 CFM PER SQUARE ft/_ DEMOLITION AS PER DEMOLITION PLANS LANDINGS FOR 5TAIRWAY5 PER 8311.5.4 FOOT OF WINDOW AREA. 5WINGING DOORS SHALL HAVE A MAX. AIR INFILTRATION RATE OF 0.5 GFM PER Lo THIS BUILDING I5 LOCATED IN A 110 MPH WIND ZONE AND IS DESIGNED IN ACCORDANCE WITH THE 200'1 1 SQUARE FOOT OF DOOR AREA. RESIDENTIAL GODE OF THE STATE OF NEW YORK AND THE WOOD FRAME CONSTRUCTION MANUEL-WFGMFINISHES THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH STAIRWAY. 3. ALL FIREPLACES HALL BE PROVIDED WITH A DAMPER FOR OUTSIDE COMBUSTION AIR 150-200 GFM. ALLLo 2001 EDITION IAS SELECTED BY OWNER EXCEPTION: A FLOOR OR LANDING 15 NOT REQUIRED AT THE TOP OF AN INTERIOR FLIGHT OF STAIRS, FLUES SHALL HAVE TIGHT SEATED DAMPER WITH A MAX. AIR LEAKAGE OF 20 GFM. ALL FIREPLACES PROVIDED A DOOR DOES NOT SWING OVER THE STAIRS. SHALL HAVE TIGHT- FITTING NON-COMBUSTIBLE DOORS. SITE WORK= GLEAR AND GRUB CONSTRUCTION AREA OF ALL ORGANIG MATERIAL AND FILL WITH GLEAN I INSULATION A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE GREATER THAN 12 FEET (3658 MM) BETWEEN 4. THE CONTRACTOR SHALL SUBMIT THE DESIGN, 51ZE AND TYPE OF MECHANICAL SYSTEMS WHICH WILL BE SAND TO ELEVATION OF BOTTOM OF SLAB. SURFACE MATERIAL MAY BE USED FOR FILL OF LANDSCAPED ' PROVIDE FIBERGLASS INSULATION PLUS VAPOR BARRIER IN WALLS, CEILINGS, FLOORS AND WHERE NOTED FLOOR LEVELS OR LANDINGS. USED, IN SUFFICIENT DETAIL, AS REQUIRED BY THE BUILDING DEPARTMENT. AREAS OF THE SITE. FILL BROUGHT TO THIS SITE SHALL BE NON CONTAMINATED SOIL. ON DRAWINGS, INCLUDING CEILING BETWEEN GARAGE AND HOUSE. FOLLOW MANUFACTURER'S INSTRUCTIONS THE WIDTH OF EACH LANDING SHALL NOT BE LE55 THAN THE STAIRWAY SERVED. EVERY LANDING SHALL 5. ALL THERMOSTAT°, SHALL BE ADJUSTABLE FROM 55 DE6REES TO 85 DEGREES FAHRENHEIT. HAVE A MINIMUM DIMEN51ON OF 3b INCHES (9 --14 MM) MEASURED IN THE DIRECTION OF TRAVEL. b. ALL DUCTS AND PIPES SHALL BE INSULATED AS REQUIRED BY CODE. � 0 FOR PROPER USE CONCRETE T HVAC GONTRAGTOR SHALL VERIFY HEAT L055 GALCULATIONS. ` O HANDRAILS PER R311.5.6 (�Jl ALL FOUNDATION WALLS AND FOOTINGS SHALL BE CAST ON SOLID APPROVED BEARING SOIL, SEE CHART DOORS AND WINDOWS N WITH A MINIMUM DEPTH OF 3'-O" BELOW GRADE. SOIL SHALL BE UNDISTURBED VIRGIN SOIL DOORS AND WINDOWS SHALL BE COMPLETE AND SHALL INCLUDE FRAMES, TRIMS, EXTENSION JAMBS, SILLS, HANDRAILS SHALL BE PROVIDED SAFETY GLASS REQUIREMENTS PER 8308.4 �jJ ON AT LEAST ONE SIDE OF EAGH CONTINUOUS RUN OF TREADS OR FLIGHT (1 f 91 ALL FOIN UNDATION WALLS AND FTGS SHALL BE POURED CONCRETE STOOLS, CASINGS, SCREENS, HARDWARE, ETC, WITH FOUR OR MORE RISERS. UNLE55 SHOWN OTHERWISE, CONCRETE SLABS SHALL BE 4" THICK, SET ON 4" THICK GRAVEL BED, WITH WINDOWS AND EXTERIOR DOORS SHALL BE ADEQUATELY FLASHED AT HEADS AND PROPERLY CAULKED HEIGIHT PER 8311.5.6.1 - HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING SAFETY GLA55 REQUIRED AT THE FOLLOWING LOCATIONS: ,gyp I. ANY GLAZING IN ANY DOOR TYPE T, b" X b", 10/10 WELDED WIRE MESH REINFORGING. AND WEATHERSTRIPPED, ALL GLAZING SHALL BE LOW-E, DOUBLE-PANED. ALL WINDOWS TO BE ANDERSON THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES (864 MM) 2. GLAZING IN ANY WALLS ENCLOSING A SHOWER, TUB, SAUNA OR STEAM ROOM.* LO OR EQUAL AND NOT MORE THAN 38 INCHES (qb5 MM), 3. ANY WINDOWS WITHIN 24" OF A DOOR.* I co THIS PROJECT HAS 2,000 PSF LOAD BEARING PRESSURE ONLY IN WB IND ORNE DEBRIS AREA-SEE CHART ABOVE: CONTINUITY PER 8311.5.6.2 - HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF 4. ANY INDIVIDUAL PANE OF GLASS WITH AN AREA GREATER THAN q.0 5Q. FT. WHERE THE BOTTOM IS r FURNISH AND PLACE IN THE STORAGE ROOM, PAINTED WOOD STRUCTURAL PANELS, 1 BB /Ib" MIN THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE 5. THAN 18" ABOVE THE ADJACENT FINISH FLOOR WITHIN 3b" OF THE WINDOW. Y 8 FT. FOR ALL GLAZED OPENINC75 AT ALL WINDOWS. PANELS LOWEST R15ER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL P05T5 5. GLAZING IN WALLS OF SPAS, HOT TUBS O INDOOR POOLS WITHIN TABLE R401.4.1 THICKNESS WITH A MAXIMUM SPAN OF OF THE WATER,* �_ z T PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIAL5A b. GLAZING IN STAIRWAYS AND LANDINGS WITHIN 3'-O" HORIZONTALLY OOF F A WALKING SURFACE.* SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH 2-I/2" #b SCREWS, Ib" O. G. FOR SPANS < 4 OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN I I/2 FT, 12" O.G. FOR SPANS < b FT., AND 9" O.G. FOR SPANS < 8 FT. AT ALL WINDOWS, INCH (38 MM) BETWEEN THE WALL AND THE HANDRAILS. * THE REQUIREMENT DOES NOT APPLY IF THE BOTTOM EDGE OF THE GLASS 15 MORE THAN 60" ABOVE THE d LOAD-BEARING PRESSURE FLOOR. W GLA55 OF MATERIAL (POUNDS PER SQUARE FOOT) FIRE STOPPING EXCEPTIONS: J. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TURN, d CRYSTALLINE BEDROOK 12,000 PROVIDE FIRE STOPPING AS PER THE 200`7 RESIDENTIAL CODE OF NEW YORK STATE. FIRE STOP CONGEALED SPACES WITHIN WALL,GEILIN6, PARTITION, FLOOR, STAIR, ATTIC, OR CORNICE GONSTRUGTION 2. THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTING NEWEL SHALL BE ALLOWED OVER ASPHALT ROOF SHINGLE NOTES Q SEDIMENTARY AND FOLIATED ROCK 4,000 THE LOWEST TREAD. 4 AND AROUND CHIMNEY, PIPE AND DUCT OPENINGS IN SUCH CONSTRUCTION, SHALL BE FIRESTOPPED OR ASPHALT ROOF SHINGLES SHALL HAVE SELF-SEALING STRIPS OR SHALL BE INTERLOCKING AND SHALL `` N SANDY GRAVEL AND OR GRAVEL FILLED WITH NON COMBUSTIBLE MATERIAL TO PREVENT THE PASSAGE OF FLAME, SMOKE, FUMES AND HOT COMPLY WITH THE REQUIREMENTS OF ASTM 0-225 OR D-3462 !" I (GW AND GP) 3,000 GASES. FIRE STOPPING OR FILL SHALL BE NONFLAMMABLE MATERIAL WHICH CAN SHAPED, FITTED AND GUARDS PER SECTION R312 PERMANENTLY SECURED IN POSITION. FIRE STOP CONGEALED VERTICAL SPACES IN WALLS AND ALL FASTENERS FOR ASPHALT ROOF SHINGLES SHALL BE GALVANIZED STEEL, STAINLESS,ALUMINUM,OR 0 > SAND,SILTY SAND, CLAYEY SAND, PARTITIONS SHALL BE BE FIRESTOPPED AT EACH FLOOR LEVEL AND AT THE GEILIN6 OF THE UPPERMOST GUARDS REQUIRED PER 8312.1 COPPER ROOFING NAILS. FASTENERS SHALL BE MINIMUM 12 GAGE SHANKED WITH A MINIMUM 3/8" DIA. & Q SILTY GRAVEL AND CLAYEY GRAVEL 2,000 STORY, SO THAT SUCH SPACES WILL NOT BE GONTINUOUS FOR MORE THAN ONE STORY OR COMMUNICATE PORCHES, BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE THAN 30 INCHES 062 MM) ABOVE THE HEAD, AND OF SUFFICIENT LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND THE SHEATHING. 5ILTY SRAVEL ,6C,) WITH CONGEALED HORIZONTAL SPACES IN THE FLOOR OR ROOF CONSTRUCTION. SPACE BETWEEN FLOOR FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 36 INCHES (914 MM) IN HEIGHT. OPEN SIDES B CLAY, SANDY CLAY, SILTY CLAY, JOISTS WITH CEILINGS ATTACHED DIRECTLY TO THE JOISTS SHALL BE FIRESTOPPED FOR THE FULL DEPTH OF STAIRS WITH A TOTAL RISE OF MORE THAN 30 INCHES (762 MM) ABOVE THE FLOOR OR GRADE BELOW ASPHALT ROOF 5HINc3LES SHALL HAVE THE MIMIMUM NUMBER OF FASTENERS AS REQUIRED BY THE Z OF THE J015T5 AT ALL POINTS OF SUPPORT, UNDER SUPPORTED WALLS AND PARTITIONS HAVING A SHALL HAVE GUARDS NOT LE55 THAN 34 INCHES (864 MM) IN HEIGHT MEASURED VERTICALLY FROM THE MANUFACTURER. Q I CLAYEY SILT, SILT AND SANDY SILT 1,500 B REQUIRED FIRE- RESISTANCE RATING NOSING OF THE TREADS. n/ I (CL, ML,MH AND GH) PORCHES AND DECKS WHICH ARE ENCLOSED WITH INSECT SCREENING SHALL BE PROVIDED WITH GUARDS FOR NORMAL APPLICATIONS, ASPHALT ROOF SHINGLES SHALL BE SECURED TO THE ROOF WITH NO LE55 LL U FIRE STOP CONGEALED SPACES WITH WOOD FRAMED WALLS AND PARTITIONS AT EACH FLOOR LEVEL WHERE THE WALKING SURFACE 15 LOCATED MORE THAN 30 INCHES (162 MM) ABOVE THE FLOOR OR GRADE THAN FOUR (4) FASTENERS PER STRIP SHINGLE OR TWO (2) FASTENERS PER INDIVIDUAL SHINGLE. a FOR 51= I POUND PER SQUARE FOOT - 0.04'7q KN/M' AND AT THE GEILIN6 LINE OF THE TOP STORY. WHERE FIRE STOPS ARE NOT AUTO- MATIGALLY PROVIDED BY THE FRAMING SYSTEM USED, USE CLOSELY FITTED WOOD BLOCKS SAME WIDTH AS FRAMING MEMBERS BELOW. ASPHALT STRIP 5HIN(5LE5 SHALL HAVE A MINIMUM OF 51X (6) FASTENERS PER 5HIN6LE WHERE THE EAVE 15 I I- A. WHEN SOIL TESTS ARE REQUIRED BY SECTION R401.4, THE ALLOWABLE BEARING GAPAGITIES OF THE GUARD OPENING LIMITATIONS PER 8312.2 20 FEET OR HIGHER ABOVE GRADE OR WHERE THE BASE WIND SPEED 15 120 MPH OR GREATER. fil SOIL SHALL BE PART OF THE RECOMMENDATIONS MISCELLANEOUS REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED FLOOR AREAS, BALGONIES AND PORCHES u 0 B. WHERE IN PLACE SOILS WITH AN ALLOWABLE BEARING CAPACITY OF LESS THAN 1,500 P5F ARE LIKELY PROVIDE GUTTERS AND LEADERS AND GRADE 501L TO DRAIN AWAY FROM HOUSE. PROVIDE DRYWELLS A5 SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES WHICH DO NOT ALLOW PASSAGE OF A M15GELLANEOU5 GONSTRUGTION NOTES TO BE PRESENT AT THE SITE,THE ALLOWABLE BEARING CAPACITY SHALL BE DETERMINED BY A SOILS PER LOCAL TOWN CODES. COLOR A5 SELECTED BY OWNER SPHERE 4 INCHES (102 MM) OR MORE IN DIAMETER. " IN KITCHENS, PROVIDE A PROPERLY-51ZED EXHAUST FAN, DISGHARGING TO THE OUTDOORS. ALL CONCRETE WORT: SHALL CONFORM TO REQUIREMENTS AND RECOMMENDATIONS OF AGI-301-96 4!- N INVESTIGATION EXCEPTIONS: "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" REINFORGING STEEL SHALL CONFORM TO /**' IN BATHROOMS, PROVIDE A MEDICINE CABINET AS SELECTED BY OWNER. I. THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD AND BOTTOM RAIL OF A GUARD AT THE ASTM A-615 GRADE 60 TABLE R402.2 PROVIDE 5/a" FIRE CODE GYPSUM BOARD ON CEILING ABOVE HEATING UNITS AND WALLS. OPEN SIDE OF A STAIRWAY ARE PERMITTED TO BE OF SUCH A SIZE THAT A SPHERE b INGHE5 (152 MM) 1 %E1 A - MINIMUM SPECIFIED COMPRESSIVE STRENGTH CONCRETE THE OWNER AND CONTRACTOR HAVE THE RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE CODES, LAWS, 2. OPET PASS THROUGH. ALL STEEL WORK 5E I_L CONFORM RU THE RESTEE MENTS OF THE A". S EEL S'SPECIFICATIONS FOR: DESIGN, 2. OPENINGS FOR REQUIRED GUARDS ON THE SIDES OF STAIR TREADS SHALL NOT ALLOW A SPHERE 4 FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". STEEL SHALL CONFORM TO ASTM � � . O ��C MINIMUM SPECIFIED GOMPRE551VE STRENGTHA (i RULES AND REGULATIONS IN THE CONSTRUCTION OF THI5 PROJECT AND TO VERIFY ALL DIMENSIONS, 3/8 INCHES (107 MM) TO PASS THROUGH. A-512(GRADE 50) AND A-501 Q TYPE OR LOCATIONS OF MATERIALS AND THE LOAD-BEARING CAPACITY OF THE SOIL PRIOR TO START OF WORK. ALSO, VERIFY 1 �-A ALL CONDITIONS FOR WORKABILITY. THE ARGHITEGT WILL NOT ENGAGED IN THE SUPERVISION OR CONCRETE CONSTRUCTION NEGLIGIBLE MODERATE SEVERE INSPECTION OF THI5 PROJECT DURING CONSTRUCTION. THE CONTRACTOR SHALL COMPLY WITH THE ALL ELEGTRIGAL WORK SHALL CONFORM TO LOCAL NECNAND UNDERWRITERS LABORATORY >�' �H"i BASEMENT WALLS, FOUNDATIONS AND OTHER 2,500 2500 25006 CONTENTS OF THE SPECIFICATIONS FOR THESE DRAWINGS ELEGTRIGAL NOTES: REQUIREMENTS. K a J, , '1" ,". CONCRETE NOT EXPOSED TO THE WEATHER THE SCOPE OF THE ELEGTRIGAL WORK ENCOMPASSES An OPERATING ELEGTRIGAL SYSTEM AS INDICATED PRE-FABRIGATED FIREPLAGE5 AND FLUES SHALL BE UL APPROVED. _.A k Iv SMOKE ALARMS AND CARBON MONOXIDE ALARMS ON THE DRAWINGS AND NOTED HEREIN. IT IS NOT THE INTENT OF THESE DRAWINGS TO SHOW EVERY MINOR '�f 020 ®Q` BASEMENT SLABS AND INTERIOR SLABS ON 2,500 2,500 2,500 G SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: DETAIL OF CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE ELEGTRIGAL CONTRACTOR TO SEGURE AND INSTALL SMOKE DETHOTORS AND CARBON MONOXIDE DETECTORS IN ACGORDANGE WITH ALL STATE AND �0 GRADE, EXCEPT GARAGE FLOOR SLABS I. IN EACH SLEEPING ROOM. PAY FOR ALL REQUIRED ELEGTRIGAL PERMITS AND PROVIDE ALL NECESSARY LABOR, MATERIAL AND AND LOCAL CODE REQUIR'.EMENTS. N� BASEMENT WALLS, FOUNDATION WALLS, 2,500 3,000 3,0009 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS EQUIPMENT TO CONFORM TO THE INTENT OF THE SCOPE OF WORK. THE ELEGTRIGAL INSTALLATION SHALL EXTERIOR WALLS AND OTHER VERTICAL 3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS BUT NOT INCLUDING CRAWL COMPLY WITH ALL RULES, AND REGULATIONS OF THE NATIONAL ELECTRIC CODE (NEC), LOCAL BUILDING THE OWNER SHALL ARRANGE FOR SUPERVISION OF THE CONSTRUCTION WORK TO INSURE COMPLIANCE WITH CONCRETE CONCRETE WORK EXPOSED TO THE WEATHER SPACES AND UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND CODE AND THE REGULATIONS OF THE PUBLIC UTILITY COMPANY FURNISHING PRIMARY SERVICE. THE CONTRACT DOCUMENTS. N- PORCHES, CARPORT SLABS AND STEPS D� 3500D'E WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE II EXPOSED TO THE WEATHER AND GARAGE 2500 3000 , UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL 15 ALL (MATERIALS, EQUIPMENT, DEVICES, ETC. UTILIZED IN THE WORK, SHALL BE UNDERWRITERS LABORATORY FLOOR SLABS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. (UL) LISTED AND SHALL BEAR THE UL LABEL. ARGHITEGT'S CERTIFICATION CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: HEATING AND VENTILATING SYSTEM SHALL BE DESIGNED BY A MECHANICAL ENGINEER THI5 ARGHITEGT CERTIFIES THAT TO THE BEST OF H15 KNOWLEDGE, INFORMATION, BELIEF, AND I. WITHIN EACH DWELLING UNIT ON ANY STORY HAVING A SLEEPING AREA PROFESSIONAL JUP&EMENT, THE PLANS ARE IN COMPLIANCE WITH APPLICABLE REQUIREMENTS OF THE FOR 51: 1 POUND PER SQUARE INCH = b.Sg5 KPA 2. ON ANY STORY OF A DWELLING UNIT WHERE FUEL-FIRED APPLIANCES AND EQUIPMENT, SOLID-FUEL PLUMBING SYSTEM NOTES: RESIDENTIAL CODE OF NEW YORK STATE INCLUDING THE ELEGTRIGAL CODE DIVISION,CHAPTER 33 1fl A. AT 28 DAYS P51 BURNING APPLIANCES AND EQUIPMENT, FIREPLAGE5 OR ATTACHED GARAGES ARE LOCATED. A THROUGH 42 AND TRE ENERGY GONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. B. SEE TABLE R301.2(I) FOR WEATHERING POTENTIAL ICARBON MONOXIDE ALARM INSTALLED ON ANY STORY OF A DWELLING UNIT HAVING A SLEEPING THE SCOPE OF THE PLUMBING WORK ENCOMPASSES an OPERATING PLUMBING SYSTEM CONSISTING OF THI5 ARCHITECT CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE, INFORMATION, BELIEF, AND T G. CONCRETE IN THESE LOGATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING AREA SHALL SUFFICE FOR THAT STORY WHERE FUEL-FIRED APPLIANCES AND EQUIPMENT,50LID-FUEL DRAIINAGE, WASTE AND VENT PIPING, HOT AND GOLD WATER DISTRIBUTION SYSTEM, AND PLUMBING FIXTURES CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE D BURNING APPLIANCES AND EQUIPMENT, FIREPLACES OR ATTACHED AUTOMOTIVE PARKING GARAGES COMPLETE WITH TRIM AND TRAPS. TIE INTO EXISTING PLUMBING LINE AS REQUIRED PROFESSIONAL JUDGEMENT, THE PLANS ARE IN COMPLIANCE WITH APPLIGABLE REQUIREMENTS OF THE ARE AL50 LOCATED MECHANICAL CODE OF NY STATE,CHAPTERS 12 THROUGH 24 AND THE PLUMBING CODE OF NY STATE, D. CONCRETE SHALL BE AIR ENTRANED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) 3, WHERE MORE THAN ONE CARBON MONOXIDE ALARM IS REQUIRED TO BE INSTALLED WITHIN AN ALL WORK SHALL CONFORM TO THE APPLICABLE PLUMBING CODES, AND ALL PERTINENT LOCAL CHAPTERS 25 THROLGH 32. ,,/// SHALL NOT BE LE55 THAN 5 PERGENT OR MORE THAN PERCENT INDIVIDUAL DWELLING UNIT, THE ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE REGULATIONS APPLICABLE TO THIS SECTION. PROVIDE ALL REQUIRED PERMITS AND OBTAIN ALL E. SEE SECTION R402.2 FOR MINIMUM GEMENT CONTENT ACTUATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS IN THE INDIVIDUAL UNIT. THE ALARM INSPECTIONS AND PAY SUCH FEES AS MAY BE THEREBY INCURRED. PERFORM OR OBTAIN ALL TESTS AS NOTICE SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER BACKGROUND NOISE LEVELS WITH ALL MAY BE REQUIRED, SUPPLYING ALL LABOR AND INSTRUMENTS NEEDED AND PAY SUCH GOSTS INGURRED. THESE DRAWINGS, PREPARED FOR THE SPECIFIC PROJECT INDICATED 15 AN INSTRUMENT OF SERVICE AND TABLE 3.213 INTERVENING DOORS GLOSED GIVE CAREFUL CONSIDERATION TO THE WORK OF OTHER TRADES AND ORGANIZE THE WORK 50 THAT IT THE PROPERTY OF CUSTOM DESIGNED RESIDENCES. INFRINGEMENT OR ANY USE OF THESE DRAWING FOR THREE SECOND GUST WIND SPEED (MPH) 140 1 420 WILL NOT INTERFERE WITH THE OTHER TRADES. EXAMINE THE SITE AND PLANS AND BE FULLY INFORMED ANY OTHER PROJECT OR OWNER,OTHER THAN THOSE INDICATED ON THESE DRAWINGS 15 PROHIBITED. ANY BOTTOM PLATE TO FOUNDATION1234 I IGHT VENTILATION - SECTION R303 REGARDING LIMITATIONS OF SPACE AVAILABLE FOR INSTALLATION OF ALL EQUIPMENT AND MATERIALS AS ALTERATION OR REFRODUCTION OF THIS DOCUMENT 15 AL50 PROHIBITED BY LAN, WITHOUT THE WRITTEN ANCHOR FOUNDATION SUPPORTING MAXIMUM ANCHOR BOLT SPACING (IN) ' ' ' HABITABLE ROOMS: ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA OF WELL AS ALL CONDITIONS REGARDING SERVICE CONNECTIONS, GRADE, GROUND CONDITIONS AND ALL CONSENT OF THE ABOVE SAID ARCHITECT. BOLT CONNECTION RESISITING NOT LE55 THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. NATURAL VENTILATION SHALL BE FACTORS INVOLVED IN THE COMPLETION OF THE WORK MECHANICAL PER MIS . THROUGH WINDOWS, DOORS, LOUVERS OR OTHER APPROVED OPENINGS TO THE OUTDOOR All SUCH 5/8" TYPE 'X' GYPSUM BOARD AT WALLS 4 CEILING OF UTILITY. PROVIDE 3/4 HR. FIRE RATED DOOR. LATERIAL AND SHEAR LOADS 1/2' ANCHOR BOLTS OPENINGS SHALL BE PROVIDED WITH READY ACCE55 OR SHALL OTHERWISE BE READILY CONTROLLABLE FURNISH AND INSTALL ALL SLEEVES, HANGERS, INSERTS, ANCHORS AND APPURTENANCES AS MAY BE PROVIDE FRESH AIR FOR MECH. TWO OPENINGS - ONE WITHIN 12" OF GEILIN6 4 ONE WITHIN 12" OF FLOOR. 1-3 STORIES 30' BY THE BUILDING OCCUPANTS. THE MINIMUM OPERABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF REQUIRED FOR PROPER EXECUTION AND FUNCTIONING OF THE PLUMBING SYSTEM. EA. OPNG. TO HAVE I" 50. INCH PER 2,000 BTU/H OF TOTAL INPUT OF ALL APPLIANCES IN SPACE. UPPER 5/8' ANCHOR BOLTS THE FLOOR AREA BEING VENTILATED. BATHROOMS SHALL BE 3 SF OF GLAZING WITH ONE HALF OF WHICH I OPENING DUCT TO BE LEVEL OR VERTICAL. 0 1-3 STORIES 45" MUST BE OPERABLE. THE GLAZED AREAS SHALL NOT BE REQUIRED WHERE ARTIFICIAL LIGHT AND ALL PIPING SHALL BE INSTALLED TO PROVIDE FOR EXPANSION AND CONTRACTION WITHOUT STRESSING MECHANICAL VENTILATION SYSTEMS ARE PROVIDED. PIPE OR EQUIPMENT. HORIZONTAL DRAINAGE AND VENT PIPING SHALL BE GRADED AT A MINIMUM OF 1/8" PER FT INTO THE SYSTEM. VERTICAL PIPING SHALL BE PLUMBED IN TWO DIREGTIONS. PROVIDE NON I u i PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE A-3.2 BATHROOM LIGHT AND VENTILATION R303.3 CONDUCTING UNIONS WHENEVER GONNEGTING P1551MILAR METALS IN THE PIPING SYSTEM. MECHANICAL ELEGTRIGAL PER M1305.1.3.1 2 WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL AND SHEAR LOADS THE MAXIMUM ANCHOR BATHROOMS, WATER CLOSET COMPARTMENTS AND OTHER SIMILAR ROOMS SHALL BE PROVIDED WITH BOLT SPACING SHALL NOT EXCEED THE LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS A LIGHTING FIXTURE CONTROLLED BY A SWITCH LOCATED AT THE REQUIRED PASSAGEWAY OPENING AND ITABLE A-3.2C) OF LATERAL AND SHEAR LOADS (TABLE A-3.2B). FOR OTHER ANCHOR BOLT LIMITATIONS AGGREGATE GLAZING AREA IN WINDOWS NOT LE55 THAN 3 SQUARE FEET, ONE-HALF OF WHICH MUST BE FURNISH AND INSTALL STOP VALVES, ESCUTCHEON PLATES, UNIONS,VENTS, ETC. AS REQUIRED FOR THE A REGEPTIGAL OUTLET SHALL BE PROVIDED AT OR NEAR THE APPLIANCE LOCATION IN ACCORDANCE cl_tEnT MASTRO OPERABLE. THE GLAZING AREA SHALL NOT BE REQUIRED WHERE ARTIFICIAL LIGHT AND MECHANICAL PROPER EXECUTION OF THE WORK. ALL PIPING EXPOSED TO VIEW WITHIN THE COMPLETED SPACE SHALL SEE SECTIONS 3.2.1.7 AND 3.2.2.3 WITH CHAPTER 38. FM FOR H A HED IN MINIMUM VENTILATION RATES SHALL BE 50 G O ATE s TABULATED ANCHOR BOLT SPACINGS FOR. LATERAL AND SHEAR LOADS ASSUME WALLS ARES E T VENTILATION SYSTEMS ARE PROVIDED. THE MINI UBE POLISHED CHROME OR BRASS AS SELECTED BY OWNER. D ACCORDANCE WITH SECTION 3.4.4.2. FOR OTHER WALL SHEATHING TYPES THE TABULATED ANCHOR BOLT INTERMITTENT VENTILATION OR 20 CFM FOR CONTINUOUS VENTILATION. VENTILATION AIR FROM THE SPACE SPACINGS SHALL BE MULTIPLIED BY THE APPROPRIATE SHEATHING TYPE ADJUSTMENT FACTOR IN TABLE 3.170,; SHALL BE EXHAUSTED DIRECTLY TO THE OUTSIDE. CONNECT ALL PLUMBING EQUIPMENT FURNISHED BY THE OWNER OR BY THE PLUMBING GONTRATOR AND TH15 LIGHTING IN STORAGE OR EQUIPMENT SPACES PER E3b03.4 0 BUT IN NO CASE SHALL ANCHOR BOLT SPACINGS EXCEED 6' ON CENTER IN ATTICS, UNDER-FLOOR SPACES, UTILITY ROOMS AND BASEMENTS, AT LEAST ONE LIGHTING OUTLET 4 FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 100 MPH, WITH A TABULATED LATERAL VALUE FROM 5EG1fION REQUIRING WATER DRAINAGE, WASTE AND OR VENTING SHALL BE INSTALI WHERE THESE SPACES ARE USED FOR STORAGE OR CONTAIN EQUIPMENT REQUIRING W TABLE A-3.5 GREATER THAN 262 PLF, LATERAL CONNECTIONS SHALL BE DETERMINED USING THE LOADS STAIRWAY ILLUMINATION PER R303.6 ALL CONGEALED WORK SHALL REMAIN UNCOVERED OR NOT INSULATED UNTIL REQUIRED TE5T5 HAVE BEEN SERVICING. SUCH LIC;HTING OUTLET SHALL BE CONTROLLED BY A WALL 5WITGH OR SHALL HAVE AN � VFi BY Sc FROM TABLE A-3.5 ALL INTERIOR AND EXTERIOR 5TAIRWAY5 SHALL BE PROVIDED WITH A MEANS TO ILLUMINATE THE COMPLETED AND APPROVED. IF SO REQUIRED BY THE PROJECT SCHEDULE ARRANGE FOR PRIOR TESTS OF INTEGRAL SWITCH. AT LEAST ONE POINT OF CONTROL SHALL BE AT THE USUAL POINT OF ENTRY TO THESE Ll STAIRS,INGLUDING THE LANDINGS AND TREADS. INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN SPECIFIC PORTIONS OF WORK INVOLVED. 5PAGE5, THE LIGHTING OUTLET SHALL BE PROVIDED AT OR NEAR THE EQUIPMENT REQUIRING SERVICING. V) CHKV BY ARTIFICIAL L15HT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF EACH LANDING OF THE STAIRWAY. FOR ALL JOISTS, BEAMS, RAFTERS AND OTHER LUMBER, SHALL BE CONSTRUCTION GRADE 2, DOUG-FIR-LARCH, INTERIOR STAIRS THE ARTIFICIAL LIGHT 50URGE5 SHALL BE CAPABLE OF ILLUMINATING TREADS AND ALL TESTS SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE CODE REQUIREMENTS. TESTS ROOF VENTILATION PER Rb06.2 �' DATE 11/17/09 WOOD FRAMING LANDINGS TO LEVELS NOT LE55 THAN I FOOT-GANDLES (II LUX) MEASURED AT THE CENTER OF TREADS AND SHALL INDICATE ADEQUACY ACCEPTABLE GUIETNE55 AND CONTINUOUS OPERATION OF ALL EQUIPMENT THE TOTAL NET FREE VENTILATION AREA SHALL NOT BE LE55 THAN I TO 150 OF THE AREA OF THE SPACE FB=815 P.5.1.,OR APPROVED EQUAL, EXCEPT WHERE SPECIFIED OTHERWISE. PROVIDE STRUCTURAL LANDINGS. EXTERIOR 5TAIRWAY5 SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE WITKOUT OVERLOADING INCLUDING CORRECT VOLUMES, PRESSURES AND SATISFACTORY TEMPERATURES VENTILATED EXCEPT THAT THE TOTAL AREA 15 PERMITTED TO BE REDUCED TO I TO 300, PROVIDED AT � DIAGONAL BRACING AT EXTERIOR WALL CORNERS and WALL STUDS SHALL EXTEND THE FULL HEIGHT. IMMEDIATE VICINITY OF THE TOP LANDING OF THE STAIRWAY. EXTERIOR STAIRWAYS PROVIDING AGGESS TO AND VELOCITIES. DEFECTS DISCLOSED BY SUCH TESTS SHALL BE MADE GOOD AND THE DEFECTIVE PARTS LEAST 50 PERCENT AND NOT MORE THAN 80 PERCENT OF THE REQUIRED VENTILATING AREA 15 PROVIDED F__ tzEvtstons CONCRETE SHALL BE TREATED LUMBER AGO GRADE #2, A BASEMENT FROM THE OUTSIDE GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE MADE GOOD AT NO ADDITIONAL COST TO THE OWNER. TESTS SHALL BE REPEATED AFTER CORRECTIONS BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE HE BE VENTILATED AT LEAST 3 FEET 0 DATE ISSUED SILLS AND ALL WOOD IN CONTACT WITH THE LOCATED IN THE IMMEDIATE VICINITY OF THE BOTTOM LANDING OF THE STAIRWAY, HAVE BEEN MADE. TEST PRE55URE5 SHALL BE MAINTAINED FOR A CONTINUOUS TWELVE HOUR PERIOD. BY EA) ABOVE RAVE OR CORNICE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED - SOUTHERN PINE, FB=815 P.S.I. OR APPROVED EQ BY EAVE OR GORNIc;E VENTS. AS AN ALTERNATE, THE NET FREE GROSS-VENTILATION AREA MAY BE 0� 5/3/10 FOR PERMIT ANY FLASHING IN CONTACT WITH AGO TREATED LUMBER MUST BE COPPER COATED, STAINLESS STEEL OR EXCEPTIONS: UPON COMPLETION OF THE WORK ALL FIXTURES SHALL BE THOROUGHLY GLEANED WITH SOAP AND WATER REDUCED TO I TO 500 WHEN A VAPOR BARRIER HAVING A TRANSMISSION RATE NOT EXCEEDING I PERM 9/3/10 REVISED AS DOUBLE DIPPED GALVANIZED I. AN ARTIFICIAL LIGHT SOURCE IS NOT REQUIRED AT THE TOP AND BOTTOM LANDING, PROVIDED AN ADJUSTED AND LEFT READY FOR USE. THIS SECTION SHALL BE RESPONSIBLE FOR PROTECTION OF ALL (51.4 MG/5-M2-PA) 15 INSTALLED ON THE WARM SIDE OF GEILIN6. J NOTED GLEARANCE: Wb OOD FRAMING SHALL BE AT LEAST " ABOVE ADJACENT GRADE. ARTIFICIAL LIGHT SOURCE IS LOCATED DIRECTLY OVER EACH STAIRWAY SECTION. FIXVRES TO INSURE THAT ALL ARE IN GOOD CONDITION ON JOB COMPLETION. REPAIR AND TOUCHUP TO 11/22/10 REVISED PER ZBA i 2. OWNER-OGGUPIED ONE-FAMILY DWELLINGS NOT SUPPLIED WITH ELEGTRIGAL POWER IN ACCORDANCE THE 4OWNERS SATISFACTION FACTORY FINISHED SURFAGES, SPECIAL COATINGS, ACOUSTICAL TREATMENTS, MEGHANIGAL APPLIANCES IN ATTICS PER MI305.1.3 Q WHERE NOTED ALL LAMINATED VENEER LUMBER (LVL) SHALL BE E=2.0 BY TRU55 JOIST OR EQUAL. PROVIDE BLOCKING WITH SECTION RE3301.5. FTC. THAT MAY BE DAMAGED DURING THE PROGRESS OF THE WORK. ATTICS CONTAINING APPLIANCES REQUIRING ACCESS SHALL BE PROVIDED WITH AN OPENIING ANDA O1/9/11 © REVISED PER ZBA AS PER MANUF. SPECS AND THE RESIDENTIAL CODE OF THE NEW YORK STATE LIGHT ACTIVATION PER 8303.6.1 GUAR AMC) UNOBSTRUCTED PASSAGEWAY LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGEST HEADERS: 2 - 2"X10" UNLE55 SPECIFIED OTHERWISE. IN BEARING WALLS, HEADERS SHALL REST ON THE CONTROL FOR ACTIVATION OF THE REQUIRED INTERIOR STAIRWAY LIGHTING SHALL BE ACGES5I6LE AT 0 WHERE NOTED APPLIANCE, BUT NOT LESS THAN 30 INCHES HIGH AND 22 INCHES WIDE AND NOT MORE THAN 20 FEET IN = DUCTS IN UNCONDITIONED 5PAGE5 MUST BE INSULATED TO R-5 LENGTH WHEN MEASURED ALONG THE CENTERLINE OF THE PASSAGEWAY FROM THE OPENING TO THE C.� THE TOP AND BOTTOM OF EACH STAIRWAY WITHOUT TRAVERSING ANY STEPS. THE ILLUMINATION OF DOUBLE STUDS, EACH SIDE. APPLIANCE. THE PA:iSAGEWAY SHALL HAVE CONTINUOUS SOLID FLOORING IN ACCORDANCE WITH CHAPTER cil6/1/11 ISSUED TO BLDG DEPT EXTERIOR 5TAIRWAY5 SHALL BE GONTROLLED FROM INSIDE THE DWELLING UNIT, ALL HOSE BIBB LOCATIONS SHALL BE AS INSTRUGTED BY OWNER 5 NOT LE55 THAN 24 INCHES WIDE. A LEVEL SERVICE SPACE AT LEAST 30 INCHES DEEP AND 30 INCHES SUPPORTS: PROVIDE STRUCTURAL SUPPORTS BELOW EACH POST OR STRUT A5 REQUIRED. WIDE SHALL BE PRESENT ALONG ALL SIDES OF THE APPLIANCE WHERE ACCESS IS REQUIRED. THE CLEAR � 8/28/11 ISSLEDTOBLDG DEPT EXCEPTIONS= CLOTHES DRYERS EXHAUST SHALL COMPLY WITH SECTION RMI501 ACCESS OPENING DIMENSIONS SHALL BE A MINIMUM OF 20 INCHES BY 30 INCHES, WHERE SUCH DIMENSIONS � 9/14/12 �} REVISED PER TOWN BRIDGING: WOOD OR METAL , 8'-O" O.G. MAXIMUM; 2 NAILS PER END. INSTALL PER MANUFACTURES I. LIGHTS THAT ARE CONTINUOUSLY ILLUMINATED OR AUTOMATICALLY CONTROLLED. SPECIFICATIONS 2. OWNER-OPERATED ONE-FAMILY DWELLINGS NOT SUPPLIED WITH ELEGTRIGAL POI^ER IN DRYER EXHAUST SYSTEMS SHALL BE INDEPENDENT OF ALL OTHER SYSTEMS, SHALL CONVEY THE MOISTURE ARE LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE. (> JOB No. PARTITIONS: PROVIDE DOUBLE JOISTS UNDER PARTITIONS PARALLEL TO JOISTS UNLESS INDICATED TO BE AGGORDANGE WITH SECTION RE3301.5 TO Ti HE OUTDOORS AND SHALL TERMINATE ON THE OUTSIDE OF THE BUILDING. EXHAUST DUCT TERMINATIONS cn MORE. PROVIDE DOUBLE JOISTS UNDER BATHTUBS. SHALL BE IN AGGORDANGE WITH THE DRYER MANUFAGTURER'S INSTALLATION INSTRUGTIONS. SGREENS (D 09-72 STAIR TREADS AND RISERS PER 83115.3 SHALL NOT BE CONNECTED AT THE DUGT TERMINATION. EXHAUST DUCTS SHALL BE EQUIPPED WITH A z F PAMPER. FLEXIBLE TRAM ITI N GT CONNECT THE RY R T THE EXHAUST DUCT - EXTERIOR CORNERS= .5-2.,*4% INTERIOR CORNERS 3-2"*4" exterior WALLS= 2"*4", Ib" O.G. INTERIOR RISER HEIGHT PER 8311.5.3.1 THE MAXIMUM RISER HEIGHT SHALL BE 8 I/4 INCHES (20gMM). THE RISER BAGKDRA T D E LE BLE 5 O DUCTS USED TO GO G D E O E UG � �1 (� - SHEET NO, WALLS 2"x4",I6" o.c. UNLE55 OTHERWISE NOTED SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST SYSTEM SHALL BE LIMITED TO SINGLE LENGTHS NOT TO EXCEED 8 FEET IN LENGTH. MAX LENGTH OF A (� E I_g F. U l� E � RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH CLOTHES DRYER SHALL NOT EXCEED 25 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF i - OPENINGS: DOUBLE WOOD FRAMING SHALL BE PROVIDED AROUND OPENINGS IN WALLS, FLOORS, CEILINGS, (9.5 MM). TERMINATION. `-'C1AF Ift ROOFS, etc. ) �� DOUBLE ROOF RAFTERS AS PER ROOF PLAN E P ?J . O1 Z + ' J _ _ Q 1 III TO'"'. T �l D ___AR5HAMOMOUE HARBOR -------------------- DEMOLITION OF EXI5TIN6 DWELLING _ II II ( 0 D ILIA AND CONSTRUCT A NEW (2) TWO O HIGH WATER LI E STORY DWELLING WITH ALL TME K ALL 5ETBAGK5 A5 NOTED ON PLAN 7 u�L Il (N o N 5 1/4' 8'-6 3/4" 10'0" 8'-b 3/4' 5 1/4" NP I L I NC SGHEDULE AND DETAILS FOR STRAPI NC MEMBERS 4 NST�UGTION MANUAL - 2001 EDITION �j ; 0 - - - - - - �_ _� - - - - - - - - -- �� - - - - -- - Q WOOD FRAME Go D E S I G N N.O T W WIND DESION C N i I O MPH REQU I fi`EMENTS 1 � � - STEP ABOVE I ( - s F O L L O Int E Y H O T S / / I -73J2xt0 HDR -(3)�xitTHDR�- - - -(3rZX ro F+DK - IJLII 10'DIA IN` 10'DIA IN ) 0 I. Wood Framed floors,walls and ceilings shall have on approved I / / EX15T1N6 HOUSE LOCATION I I I 14"DIA POURED GONG 1 I I I il r ler ermeonce rating of 1.0 arm) installed on the I �� - D E S I ��I G A L G U L A T I O N vapor bar (p g p r -_-_, I I 50NONBE DOWN TO v "warm in winter" side of thermal insulation. ,I r al' 36"X36"XIS'FTG WITH v ' 2. Windows and sliding doors shall have a max. air Infiltration NEW LEEGH!N6 POOL-hU I i 11 v O 'v 8301.2.2.2.1 WEIGHTS OF MATERIALS rating of 0.3 GFM per square foot of window area. Swinging SOLID COVER,(2)POOL , li __v 1 II '" Ip REBAR-TYPICAL �', 1 AVERAGE DEAD LOADS SHALL NOT EXGF�D 15 P5F FOR ROOFS/CEILING A55EMBLIE5 OR 10 P5F FOR doors shall have a max. air Infiltration rate of 0.5 CFM per 013'NI6U•IO VELATnOOT RIN6. RMETER I 11 1 O � 11 1011 to FLOOR ASSEMBLIES, EXCEPT AS FURTHER LIMITED BY SECTION 8301.2.2 DEAD LOADS FOR p ANI? ELONORAiPEWRNO. I h 'I I u, 26'-4" _ III u square foot of door area, AND BELOW DRAINAGE RING. it 280' L_- Ili ® Lll ll WALL5 ABOVE GRADE SHALL NOT EXCEED: 3'OF 5AND/6M 1310h RING. , 11 o a I " I. FIFTEEN PSF FOR EXTERIOR LIGHT-FRAMB WOO)7 W?.LLS. 3. All fireplaces hall be provided with a damper for outside combustion 2. FOURTEEN P5F FOR EXTERIOR LIGHT-FRAME GOLD-FORMED STEEL WALLS. air 150-200 GFM. All flues shall have tight seated damper with L 12'-0"I ° " 11 ' I F_ - � - - - - � - - - - - 2 111A�A-LVY_LASz a max. air leakage of 20 CFM. All fireplaces shall have tight- r 2a.0' {� BOLTS® 24' O.G.STAGGERED B. TE=N PSF FOR INTERIOR LIGHT FRAME WOOD WALLS. - _ t non-combustible doors. PROP05ED DECK - E WA L5. fitting g I 1 D STEEL L O D FO RME L HT FRAME G L IDR IG I T R I INE L F OR I PS F 4 LVE mechanical F e of mec a teandt 5. E I C�HTY PSF FOR 8-INGH-TH I GIG MASONRY WALLS. 4• The Contractor shall submit the design, size type I 6. EIGHTY-FI\/E PSP FOR 6-INCH-THICK CONCRETE`. WALLS. systems which will be. used, in sufficient detail, as regvtred by i X215' „ the, Department. PROP05ED15T42ND 5TORY I I - - - - - - - - - - - - - - - - - - - - - - - - - - �- - - - - � EXCEPTION:ROOF/CEILING DEAD ILOADS NOT EXCEEDING 25 PSP SHALL BE gI - PERMITTED PROVIDED THE WALIL BRACING AMOUNTS IN CHAPTER 6 ARE 5. All thermostoe shall be odjustfble from 55 degrees to 85 degrees 4 FRAME DWELLING LOCATION I NGFREASED IN /'.GGORD.ANGE W 1 TH TABLE RSO 1.2.2.2.1. Forenhett. LO 6. All ducts and pipes shall be, Insulated as required by code. I I 13-2" �p 13''2" I I 7. HVAC Contractor shall verifyheat loss calculations. EXISTING HOUSE LOCATION MINIMUM UNIFORM D15TRIBUTED DESIGN LOAP5 ' "- 10'-0° 4 I I I I (TABLE R301.5) IN POUNDS PER SQUARE FOOT N b'-4" ,: J SAFETY C--.,L_,4ea iSEG2U11�.�MEi�ITS I I1 USE LIVE LOAD PROP05EO 5TEP5 I I 11/2"GPI 40 SERIES F.J.a Ib"O.G. /) 9 1/2"GPI 40 SERIES F.J.0 Ib"O.G. I� SAFETY OLA55 REQUIRED AT THE FOLLOWING LOCATIONS: 12-0 \ I I U I 0 ATTICS WITH LIMITED STORAGE G'H 20 P5F Any glazing In any door type 8.0 _ ` ` ' -I- 2• Glazing in any walls enclosing a shower, tub, sauna or steam room.' - Z----s „' UJ I I h I 0 ATTICS WITHOUT STORAGES 10 PSF 3. Any windows within 24" of a door.« ,_ 28.0' DECKS E 40 P5F 4. An individual ane of lass with on area greater than C,.0 s ft. 4 o 1 I PROPOSED I I i where the bottom is leas than l8" above the, adjacent finish Floor to J� I COVERED 1 1 EXTERIOR BALCONIES 11 60 PS F within 36" of the window. i i I PORCH I I L - - _j - n I 5. Glazing to walls of spas, hot tubs or Indoor pools within 5'-0" I i -� i I i I I I BOILER NOTES: FIRST ESCAPES 40 P5F of the water." �''� FUTURE WATER LINE '` 6. Glazing to stairways and landings within 3'-O" horizontally of a Ii 1 I Q;I , 5/8'T(PE'X'GYP5UM EIOARD AT CEILING Ico GUARDRAILS AND HANDRAILS 11 200 P51 walking surface. ' II ' , CELLAR a� 6 RADIUS MIN.ABOVE HWH/BOILER. I V r 50 P51 " THE REQUIREMENT DOE5 NOT APPLY IF THE BOTTOM EDGE OF APPROVED SEPTIC II ( 10.17 RELOCATED 'A `D I H H lJ GUARDRAILS IN-FILL COMPONENTS THE GLA55 15 MORE THAN 60" ABOVE THE FLOOR. 4"GONG SLAB OVER b I"! I SYSTEM LOCATION. ; `, II ; I GARAGE/5HED in I I MIL VAPOR BARRIER 5! 1 0 ER VEHICLE GARAGES A 50 P5F A `-' '�� ` - I = I I OVER WELL � Q = 1 ; � o 'v L[ z PASSENG I `._ % ,��__ ' I Irf1 OTHER THAN SLEEPING ROOMS 40 P5F AeP�'�L-T BOOP e,t-41 NC�L� N527Ee I ' ROOMS � � �p I I COMPACTED FILL •( i 30 PSF I. Asphalt roof shingles shall have se -sealing strips or shall be (MIN) ' G� �_` (MIN) Yom✓ W SLEEPING ROOMS interlocking and shall comply with the requirements of ASTM D-225 --� -�-r , 1 u _, A� 1 I - - ( !L 40 P5F G or D-3462 I _ « __ ' 1 -) BOILER �: a, 4 STAIRS I ,. 2. All fasteners for asphalt roof shingles shall be galvanized steel, stainless, aluminum, or copper roofing nails. Fasteners shall be, minimum l FOR 51: I POUND PER SQUARE FOOT=0.047a KN/M,2 1 5Q INCH=645 MM? I POUND=4.45 N. 2 gage shonked with a minimum 3/8" dio. head, and of sufficient length i P " I I I 1 - Q to penetrate through the roofing materials and the sheathing. °� , d I L - - J -4"STEEL COLUMN Ilw- 2'-6' A. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF 5UPPORTING A 2,000 POUND LOAD _ P g 9 g 111 APPLIED OVER A 20-SQUARE-INGH AREA. 3. Asphalt roof shingles shall have the m(mlmum number of fasteners as O I } f i a I DOM TO 30'X30'XI5" `r I W required the manufacturer. O i I I I POURED GONG (2)DRAINS TO A-5 B. APPLIES TO ATTIC, SPACES MEETINO THE REQUIREMENTS IN SECTION R8D2.4.1 FOR c1 , (� T,, I > CONVENTIONAL CEILING JOISTS AND SECTION 8802.10' FOR TRUSSES. ATTICS WITHOUT 4. For normal applications, asphalt roof shingles shall be secured to the roof il-= i FJOTING-TYPICAL Q STORAGE ARE TH05E WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOISTS AND RAFTER 15 with no less than four (4) fasteners per strip shingle or two (2) fasteners 55 GALLON DRYWELL LE-55 THAN 42 INCHES,OR WHERE THERE ARE NOT TWO OR MORE ADJACENT TRUSSES WITH per individual shingle. - J II Q A_rj 1 THE SAME WEB GONFIGURATION CAPABLE OF GONTAINING A RECTANGLE 42 INCH HIGH 5. Asphalt strip Shingles shall have a minlrrwm of six (b) fasteners per shingle 1 z ,, BY 2 FEET WIDE, OR GREATER, LOCATED WITHIN THE PLANE OF THE TRUSS. FOR ATTICS where the eave Is 20 feet or higher above grade or where the base wind I i' \I I I ;� 'c\v WITHOUT STORAGE, THI5 LIVE LOAD NEED NOT BE A55UMED TO ACT CONCURRENTLY WITH sed is 120 mph or greater. - - ANY OT i I iz L I�/ LOAD R>=c�U I fZ E=M E=N T P P g x 5"EXTRA HEAVY STEEL 5"EXTRA HEAVY STEEL I °j O G. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE \ _ ( r. I GOLUNN DOWN TO - - COLUMN DOWN TO I I `4 I LOAD ORA 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE �E�IERL. CONSTRUCT I ON MOTES I W Q 57,81' 4 I I 36"X36"X18'POURED r - Bb"X 6'X18"POURED I �D INCHES, WH I CHE�/ER PRODUCES THE GREATER STRESSES __ _-_ _J_ -_"' -„ J-�_---_-_ _. HANG�REr1VY q� I { � I ( GONG FOOTING I W8X211 I HANG�R;i :YP GONG FOOTING I � D.A 51N6LE CONCENTRATED LOAD APPLIED IN AND DIRECTION AT ANY POINT ALONG THE TOP. I. All concrete work shall conform to requirements and recommendations of S 37° 50' 00" E 50,00' E. SEE SECTION 8502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS AGI-301-a6 "SpectFicotions For 5trvctural Concrete for Buildings.' ' _ _ WaX21(FLUSH) _ _ I _ � I `• I I FLUSH) •,• I P;'3,100 'D I W8X21(FLUSH) -•.� I T O F. GUARD IN-FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL ,inForcing steel SHALL GOFORM TO ASTM A-615 GRADE b0 I I I P=13,100 f1 I- _ Z i u/ 10'-13/4' 6' 10 8'10" FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTAL APPLIED NORMAL LOAD OF 2. .all steel work shall conform to the re uirements of the AISG "Specifications for i Z I _ INSULA ED 50 POUNDS ON AN AREA EQUAL TO I SQUARE FOOT. TH15 LOAD NEED NOT BE A55UMED TO q P 1, T - 0 ACT CONCURRENTLY WITH WITH ANY OTHER LIVE LOAD REQUIREMENT. Oesign, Fabrication and Erection of Structural Steel for Buildings". 5teel shall conform 3 STEEL SHIMS F 3'0"X6'8" I o ILI- G. APPLIES TO ATTIC. 5PAGE5 NOT M FETING THE REQUIREMENTS FOR STORAGE PER FOOTNOTE ASTM A-512(GRADE 50) and A-501 O� I I UNDER BEAM DOWN L I m I I 0 B. SEE SECTION 8802.4.2 FOR CONVENTIONAL CEILING JOISTS AND SECTION 0,� 0 I 5!8802.10.6 FOR TRU55E5. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED WITH 3. /ill electrical work shall conform to local NEG and Underwriters Laboratory requirements. 4')i, kl TO FOUND WALL-TVP ? �F�RlPL A M TRUSSES,THI5 LIVE LOAD NEED ONLY BE APPLIED TO TH05E PORTIONS OF THE BOTTOM 4. -•-c-Fabricated fireplaces and flues shall be. UL approved. Q/ry �O 4 I "' DO I CHORD OF NOT LE55 THAN TWO ADJA�GENT TRU55E5 WITH THE SAME WEB CONFIGURATION p pp � �\ I I/VI `�� �I �1 m �u " �- \ „��- CONTAINING A RECTANGLE 42 IINGHES HIGH OR GREATER BY 2 FEET WIDE 5. tall smoke detectors and carbon monoxide detectors In accordance with all Y +' I `4 1 I I / ` OR GREATER, LOCATED WITHIN THE PLANE OF THE TRUSS. THE REGTANGLE SHALL state,,and local code requirements. i (� Q 4 STEEL GOLVMN n i �`�" �:� CHORD AND THE BOTTOM OF ANY OTHER TRU55 i� I I DOWN TO 36"X36"XI8" "+ I I �'� � O r•_v FIT BETWEEN THE TOP OF THE BOTTOIM G 0. The owner shall arrange for supervision of the construction work to insure O k/ �' "f- r` MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA 15 MET: g P I I POURED GONG 1 3-0' I 10' I compliance with the contract documents. - - 1. THE ATTIC AREA 15 ACCESSIBLE BY' A PULL-DOWN STAIRWAY OR FRAMED OPENING IN i O O I I FOOTING(I LOCATION) I AGGORL7ANGE WIITH �1=GTION PCO-7-I; A1�11� i Q�0 0 I I A-:I C, ": �4 � A V A BOTTOM CHORD PITCH LESS THAN 2:12. ' ? I I - _ _ _ _ 2. THE TRUSS SHALL HA E _ _ a 1 H. ATTIC 5PAGE5 SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MINIMUMU 4 I I _~- L-11/1= LOACD SPEC I F I Ela FOR SLE=1=fes I N� ROOMS (3)4 1l2"LVL SEAM(FLUSH) I t� ----- --- - I I I _ � I I l�� CS �- WINDOW EGRESS SCHEDULE (ALL SLEEPING ROOMS) / / �� I a 1/2"GPI 40 SERE F.J.a 16"OL. a v2"GPI 40 FRIES F.J.@ I6"or.. IW I OOR REQUIRED CLEAR OPENINGQ ILu AS A 5EGOND MEANS OF ECRES5 / � / ( � � ,gyp W FIRST 5.0 50 FT MINIMUM I, 7SQFTMINIMUM\ n I - - - - - - - - - - - - - - - + - - - - - - - - - - - - - - -I SECOND 5 i I f(� . 1L.�_ I L SPACE - -WINDOW OR DOOR) IN EACH HAB TA " I. PROVIDED IS AT LEAST (I) W ( / FOR EMERGENGY ESCAPE IN CONFORMANGE WITH N,Y.5. GORE SECTION 8310 , , L - - - - - - - - 2"xb" T- - LEDGER NU I/2" DIA GALVY LA6 60LT5® 24"O.G.5TAG- - - - - - - - - MIN OPENING OF 5.1 50 FT (5.0 50 FT AT OR LEVEL WHEN GRADE TO SILL 15 LESS THAN 44" OR LESS) W/ MINIMUM NET HEIGHT 24" AND MINIMUM NET _ � 0 WIDTH OF 20 (OPERATION W/O NEED FOR TOOLS) BOTTOM OF OPENING a I v 5 DIA POURED GONG r, ,c O 50NOTUBE DOWN TO0 44 MAXIMUM A.F.F. 2. ALL WINDOWS MUST BE ANDER3EN "LOW E" OR APPROVED EQUAL / / ( - REBAR'XIY FTA wIT1t _ _ 7 PLUMBER CERTIFlCATI � - - -1 � - - � �� I- - � REBAR-TYPICAL � •� -�`- ALLOWf�BLE DEFLECTION OF STRUCTURAL MEMBERS (�j I - _ - _ ON LEAS (� / / i '. I (3)2X10 HDR I '. (3)2X10 HDR �+ ® ' I _ (3) 2X10 HDR I I CO�'VTENT BEF /3 (TABLE R3ol.f) CERTIF/CA TE m II_ _ _ _ _ _ I _ _ I I I I OF OCCUP /�/ } L - - J - L_I- - I - - - - - - -' - -IJ - - - - - - - -L - J SOLDER USED IN WA R STRUCTURAL MEMBER ALLOWABLE DEFLECTION - - -STEP`iAB12V� - - - I- - -I SUPPL Y SYSTEM CA NN 7' r- CL RAFTERS HAVING SLOPES GREATER THAN 3/12 L/180 4 3/ " 8'-10" b'-b 1/2" b'-10" a 3/4" EXCEED 2/10 OF 1/LEA If- WITH NO FINISHED CEILING ATTACHED TO RAFTERS INTERIOR WALLS AND PARTITION5 H/180 ��®� ���� I ' -_-2 c::>' SITE INFORMATION OBTAINED FROM SURVEY PREFLIARED BY �� L - - - - - - - - - -- - ALL ?LWBING WASTE FLOORS AND PLASTERED CEILINGS 1_/360 ISLAND W10E LAND SURVEYORS PROFE55IONAL LAND 4 CITY 5URVEYOR5• MAY 10,2010 281-0" - &VAT R LINES NEED ALL OTHER STRUCTURAL MEMBERS L/240 LEACHING SECTION-LEAC%NG Q TEST 1NG BEFORE CnVERWG POOL IS TO BE CONSTR!'CTED - ®Vl��,�f" '`�`� �j CLIENT MASTRO EXTERIOR WALLS WITH PLATER OR STUCCO FINISH H/360 OF PRECAST REINFORCED ii�-l1 CONCRETE LEACHING EXTERIOR WALLS-WIND LOADS WITH BRITTLE FINISHES 1_/240 ® IN I� RINO: STRUCTURE, SOLID DOMES FOUNDATION PLAN USE IS UNLA�f F 11 DATE AND/OR SLABS. EXTERIOR WALLS-WIND LOADS WITH FLEXIBLE FINISHES L/120 STORM DRAINAGE CALCULATIONS: 2.0 INCH RAINFALL FINISHED GRADE 5GALE: = 114" = 1'-0" ��k STH �a� r CERT!,'�it A FRONT AREA AND ROOF: ��@f{''- @ " 9 C)PWN BY SG NOTE: L = 5PAN LENGTH, H = SPAN HEIIGHT AREA (5F) x RUNOFF GOEFF. = EOUIV. DRAINAGE AREA S" REINFORCED TRAFFIC 3 A. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN A5 0.7 TIMES THE COMPONENT AND BEARING SLAB of -ALLOW 1' MIN. FOR cHtc'D BY CLADDING LOAD FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN. HOUSE ROOF AREA: 1,654 S.F. x 1.0 = 1,654 S.F. co FINAL ADJUSTMENT B. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN A5 TWICE THE LENGTH OF THE CANTILEVER. LANJ5CAPING/GRAVEL: NA S.F. x 0.55 = NA S.F. INLET 4" MIN. DIA. APPROVED DATE 11/17/09 G. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN ROOFS OR WALLS OF TOTAL: 1,654 S.F. PIPE - PITCHED 1/8" PER 1`-0 -� 0 ® ® ® ® ® � ® 0 0 _l I- L F-tG E N� � �4� K Y m SUNROOMS ADDITIONS OR PATIO COVERS, NOT SUPPORTING EDGE OF GLASS OR 5ANDWIGH EQU!`J.DRAINAGE AREA x DESIGN RAINFALL = DESIGN VOL.(GU. FT) 0 ® ® M1 ® ® P2 M 0 co II-I PANELS, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED V60. FOR 5ANDWIGH PANELS __- L 0 C9 ® ® ® ® ® ® 0 0 I , 4✓ �.. REviSIohS USED IN ROOFS OR WALL5 OF 5UNROOM ADDITIONS OR PATIO COVERS,THE TOTAL LOAD (,654 x .167 = 264.64 GU. FT. 2" RAINFALL BACKFILL WITH CLEAN _ 0 C9 En ® ® IQ M ® 0 - (- DATE ISSUED 1�E-I=L�GT1 ON �HP�L_L NOT E=_>< I=-E=D 1-/I�O. GRANULAR MATERIAL 1'-0" -II 0 M ® ® ® M M 0 ¢ II-III- LATE /� y �? 3jS 5/3/10 FOR PERMIT VOLUMN OF 5TORAGE REQUIRED: 276.22 ALL AROUND BASIN FOR FULL DEPTH -IIIIII-I HEW FOUNDATION WALLS i _ _ 9/3/10Q REVISED AS 5TORAGE CAPACITY/V.F. OF 10' DIAMETER RING: 68.423'-0" M i=J11= 1= MIN. OUTSIDE o lI COLLAR DIAMETER ill- o FEE �.G ) R� NOTED STORAGE CAPACITY PROVIDED: 410.52 cn =1 i z_ NOTIfl� �Urg-OL!�r� �ARTMENT �0/6/�oQ REVISED AS VERTICAL FEET PROPOSED: (2) 10' DIA. POOL ® 3' DEEP 6"" MINIMUM PENETRATION Z z c� -1S` S DVIS TO 4 RiIGi FORT I� NOTED INTO A VIRGIN STRATA OF - - - - - - - -'- -_ - - - - T iW n FOLLO'19+'d:NG INSPECTIONS; 12/22/103 REVISED PER ZBA SAND AND GRAVEL > SOIL BEARING ADEQUATE WITHOUT FOOTING RINGS > DO N'�! PROCEE-D WITH NEW DOORS Fr c1111`1-: !"';-;:)'._SURVEY 1. FOUNDATION-TWO REQUIRED 4000 PSI CONCRETE "`i': LJ�,�.I ION FOR POURED CONCRETE 1/9/11 Q3 REViSED PER ZBA LEACHING RING O 2. ROUGH-F "NG,PLU` NG" 6/1/11 ISSUED TO BLDG DEPT BACKFILL MATERIAL SHALL BE `" 'v nO JCD, STRAPPING,ELECTRICAL a CAULKI G CLEAN SAND AND GRAVEL - INSULATION 8/28/12 ISSLEq TO BLDG DEPT 4.. FiNAL-CONSTRUCTION&ELECTRIC l TYPICAL LEACHING POOL SECTION-SINGLE POOL SYSTEM MUST BECOIw"�PLETEFOR C0.. JOB rlo, SCALE:NOT TO SCALE - ALL CONSTRUCTION SHALL DEET THE 09_72 G E N E R A L NOTES S REQUIIREMENTS OF THE CODES OF NIN YORK STATE, NOT RESPONSIBLE FOR SHEET NO. I . GLUE AND NAIL ALL PLYWOOD FLOOR SHEATHING PER MANUF SPECS DESIGt�10RCONSTRUCTIONERRORS Rk 2. GONTRAC TOR TO VERIFY ALL REUSED NINDON SIZES RETAIN STORM WATER RUNOFF PURSUANT T3 CHAPTER 236 2 OF THE TOWN CODE" 0 0 26'-0" 0 C) 5 1/4' 8'-6 3/4' ID'-0' 8'-b 3/4" 5 1/4" [L 0 ZjL 3' HIGH RAILING WITH BALLASTS @ 4"' O.G.-TYPQN ^ .n (3)2X10 HDR (3)2X10 HDR (3)2X10 HDR 1 II N 8"5TRUGTURAL ALL DECK FRAMING TO BE: v DECK COLUMNS-TYP TREATED WOOD PER NY5 GOMPOSI DEG KING SECTION R31q d 4 m o COMPOSITE DECKING m / o 4'-10+ .0 q'-2" q'-2' 4'-10" ;;; 4'-10' 6-5' 5'4' b'-5" 4'-10" N L. U REUSE REUSE 2'xb'TREATED LEDGER W/I/2"DIA REU5E HOLD DOWN-5EE DETAIL REUSE REUSE REUSE MARVN REUSE P5816111816 PS11 GAL LAG BOLTS® 24"O.G.STAGGERED fl P56I61I 5HEET5-TYPICAL P551611 3234 3234 P551611 0 - - - - _ - - - - - - - - - - - - - - - - (2) 2X10 HDR- (2) II 1!/8'LVL HDR (2) 14"LVL HDR (2) II 7/8"LVL HDR 2 2X10 HDR 2 2X10 HD (2)q 1/2"LVL DR MARVIN MA VI�MA-�R�IE - - - - - - - - - (2)q 1/2"LVL HDR I CN3h G 5 GN3C I II II N W LO I I I I II-U II 3r I I 2k b'ROT RAFTS, T b'ROf RAFTS. t I I 0 b' to N d? w X `r mJ U M m ( 4I I 12'-IP b", 1 I I �J 16" O.G. ® I6" O: v 11 WObe- 3/4"PLYWOOD ON INSIDE d � � � I I3�, I I t I 1 � Q � o OUT5IDE FACE OF ENTIRE � - 3/4"PLYWOOD ON IN51DE d I O � � I +o � ��.�'� I � LU ` BACK HALL WITH I/2"GYP BD ` o I I I OUTSIDE FACE OF ENTIRE ( I 1 X84 Lys JP `�'cz N BACK WALL WITH I/2"GYP BD o 1 o _ , �0/ o _ .r1& FINISH 1?t �� ti cv QI D 1 D I4 FINISH o 0 0 0 w� I o =` �I O � ,y�+� O 1u- :r L1 X 1 a� Loth Q ®I ;p �'I ®I ,� I I (2) 2X10 \\ 1 1 m U v 3 Q MASTER ® `i v on I e, I I �� IX 1 F , I BEDROOM o I I I BEDROOM n oc "n rx a tY I �I Q PREFAB WOOD BURNING STOVE.FAG ORY BUILT N ` FIREPLACE SHALL BE LISTED AND BELED AND W) ,,, o I o I o I 1 I I III m W v I 44J a 0 SHALL BE N5TALLEO IN AGCOROANG WITH THE -- `Y I o I I I O LW `Y GONDITION5 OF THE L15TING.FACTO Y-BUILT • I 1 Qto °i FIREPLACES SHALL BE TESTED IN RDANGE WITH 1 I Q � UL 121.HEARTH EXTENSIONS INSTALLED IN � o I I m N N W ACCORDANCE WITH THE L15TINO OF HE FACTORY w I I� I t 1 ' 1 11 w Q o DO n 0 O I i CRICKET 7 O V11 W.�! 6" 13'q' III4 3'-b" 4' 4'-4' 4" 4'-5' - -O b' M _ II LIVING ROOM =`V � _- k b' � H RD WIRE SMOKE I DOUBLE - � 1 ( O I DETECTOR-TYPICAL, i i l I I -IN `v 1 W IN fl 2'6'X70" 1 PULL 1 w CLHT I I d � WALK-IN I 1 0),0 - o 115TAI R l: ONi p 2 6 X7 p" I I - - I I 2"x b"COLLAR TIES I I Q N u� O SEE COVER SHEET ua n ( 1 1 I 1 1 L --J I i @ 16" o.G. 1 1 4 FOR 5TAIRt^IAY g U - - WJ E ILLUMINATION PER N 1 1 1 11 N l I I DOUBLE I I wm l I w l WALK-I I 1 26X10 SEE COVER LAUNDRY �(V `L, I 1 O o CL05ET 1 I 1 I HARD RE CARBON SHEET FOR � L1J = 1 " Q I > M o N 3/4" LYWOOD ON INSIDE d tr I 1 0 �� 11 2 x 10 ROOF RAFTS. a 2 x IO ROOF RAFTS. 1 I Q to 1 1 1 HIS WALK-IN 1 HARD WIRE SMOKE T51 E FACE OT THtS STAIR Nt� MONOXI E DETECTOR EXHAUST I v n � ® 16" O.G. ® 16" O.G DETECTOR-TYPICAL WALL WITH I/2'GYP BD FI7115H wm I � 11 11 CLOSET 11 I I VENTING PER 1 4 1 1 I I T EATING fX Q b' 7.-0.. b.. _ - J 1 4" 3'-6' 4, MI50.1 q'.I" p b' r I I 1 I 0 10'-11 5/4' b'-101/4' q'-2' I - 0 5'DIA EXTRA HEAVY 5"DIA EXTRA HEAVY Q 1 WASHER 11 1 I 1[ U 4 I I I I DRAIN d PAN - _ I _ o� ¢ 1 1 1 STEEL COLUMN-TYPICAL g 5 EL COLUMN-TYPICAL o u, I I -_ - -_ -_ - - - M16111-VL BH CONTINUOUS FL 5H) P-13,100 (2)16"LVL BM CONTINUOUS M5H) (2) 16"LVL BM,GO INUOU5(FLUSH) `r1&In n c` (2)14"LCL Hcio UOU5(FLUSH) (2) 14"LVL�H CONTINUOUS(FLUSH) _ m m I I i I I _ , ��--ABOVE 5"DIA ABOVE P=13,700 is 7AVE I:r P 3,2 0 t 'O I I � I � P-5,000 4 0 X P=3,100 NSULATED z - - - 51 ORAGED z T 3/4"PLYI^100D 0 INSIDE d LO ■I m o Q Q m 4'-I' OUTSIDE FADE OT THIS 5 AIR 6 10'- 1/8' b" u� ! 4'-I" Q m = O 1 1 U WALL WITH I/2"6 PBD NISH N �j u1 H�� I v V I O tK u�d v l O 1 o i 4 3'HIGH Lum 11 1 � �-5<- � � F=OYER �� o � 5'-0' �4' 8'-5" `Lb �" RAILING 1 ® z t" ® }w IN PL TFOR m n 2 D •� 2 m 1 w u' P_LATF RM_ L A-5 3 10" I I A-5 •� 1 I l) 1 I "fld_`,�+�o 1 to tL - UNFIN15HEO BEARING WALL Q.9 DO p STORAGE -; -, ® ® 0 26"X1 BAT ROOM 1 L O I o �I 1 •�\u a v N v SEE VER SHEET FOR w 0 0 0 6'-4114- .i 42'-0" v 111 w '° I Ln �, V Nf NG PER 8303.3 tx I iY 1 `r KI FC-HEN M w t, Lu — 6' 13'-q' w 3'-6' q'-I" 0 4" I� 4" o I 11 1 I POWDER ROOM I 11 SEE COVER SHEET FOR rr ,g' o m VENTING PER 8303.3 Q ;� 1 I f "' 2'b"Xl O" I 51TTIN6 I 1 1 iu 1 (2)111/151, A HDR o �4 Jl (2)2X10 HDR I I i �, g _ Z. (2)5 1/2"LVL HDR DESK (2)1 1/2"LVL HDRcz X24 Tx10"TREATED LEDGER W/12"DI G 24 (2)117/b"LVL HDR(FLUSH) _.fl % _ y °C G YLAGBOLT5e24'O. .STA EKED - - - - - - - - - - - - - - P QM L - - - - - - - - - - - - - - - - - - p - - - - - - - - 'v �i I 8'-q I/4" �`i r8'-A" �i1 v 5•-3" N 2X8 EDOER p 0 6" 2X8 LED ER - - - - - - - - - - - - - Iq �. 1'z0'RR `~ 2'xFRR -- - - - - - - - - - - / N - O - GX25 0 b' n T-b" GX25 - - - COMP051TEDEGKIN O �- J x� v _ w p L - - - - - - - - - -� iV L GOVERE-D ENTRY x ®, N 2X8 LIEDOER (3)2X10 HDR (3)2X10 HDR_ N (3)2X10 HDR x REUSE �y - m - — IL \ 5TAIR5 TO COMPLY WITH ® �FGP305 cap 6 ON ROOF B3ELOW n BUILDING GODS 8311.5.1, \—I0 TAPERED R5113.5.2, R511.5.4 AND COLUMN-TYP 311.2.2. SEE COVER SHEET ROOF BELOW FOR ADDITIONAL INFOn 4'-II' 4'-10' C�' 4-3• 4'-3' 4'-10' 4'-II" — / LLJ 9 4' 8'-10' 8'-B i/2" 8'-10' q 3/4" ROOF 3/ SCALE: = I/4" = I'-O" 28'-0• SFGOND FLOOR PLAN CLIENT MASTRO 5GALE: = 1/4" = 1'-0" DATE FIRST FLOOR PLAN NOTES: 1. PROVIDE RIDGE VENTS Q SCALE: = I/4" = I'-O" 2. PROVIDE FLASHING AS REQUIRED 3. PROVIDE COLLAR TIES AND SUPPORTS DRWN BY SC AS SHOWN ON PLANS. 4. FLUME31NO VENT5 AND ALL OTHER CHWD BY 0 OBJECTS PROTRUDING THRU ROOF DATE 11/47/09 NOT TO BE VISIBLE FROM FRONT 1& ELEVATION REVISIONS DATE ISSUED t �G�N� ROOF VENTILATION: 5/3/10 FOR PERMIT L- THE TOTAL NET FREE VENTILATING AREA SHALL NOT 6E LESS THAN 1 9/3/101& CHANGED GENERAL �� NOTES �O��� TO 150 OF THE AREA OF THE SPACE VENTILATED EXTERIOR NEW WALLS ARCHITECTURAL ASPHALT SHINGLES WALL OVER 30# FELT. PROVIDE WEATHERSHIELD THICKNF-SS I. GLUE AND NAIL ALL PLYNOOP FLOOR SHEATHINO PER MANUF SPEGS OVER ENTIRE ROOF 12/22/10 21& REVISED PERZ6A 2. GONTRAGTOR TO VERIFY ALL REUSED loll NDOV4 S I ZE5 1/9/11 31& REVISED PER ZBA NEW WINDOWS 6/1/11 ISSUED TO BLDG DEFT 8/28/12 ISSUED TO BLDG DEPT JOB NO, NF-\^/ DOORS SHEET NO. RIDGE VENT - TYP 1X2 OVER 2X8 FACiA SHINGLES (TYP) 12 — 6" FREEZE - TYPICAL 12 ARCHITECTURAL ASPHALT - --- '-- " SHINGLES (TYP) �- -- _ -_ •------- � ILII--U 6" FACIA W/WHITE GUTTER (TYP) — - T � DLII - I-q 2 . e. I,-q" VINYL SIDING AS SELECTED --- cl,_ I to <I BY OWNER - TYPICAL REUS / REblS / m a ❑ SHUTTER - TYPICAL «~Y_- G� G2 Z: En ----- FLASHING - TYPICAL - -- CX14 '! X145 2 2 - - If- H JI SECOND FLOOR _ EL-EV = +10'-5 3/4" — — — — — — — — — — 9 -- - ARCHITECTURAL ASPHALT SHINGLES (TYP) ' 1 �l :n 6" FACiA W/WHITE fI' ' GUTTER (TYP) 111 n jil --- HEADER - TYPICAL- 10" YPICAL10" TAPERED COLUMN (TYP) La 2 2 SHUTTER - TYPICAL h r REU§EREU E RUSE z C15 C15 W25 _ _ Q Pul __ REUSE EXIST C4 ---_- FiRST FLOOR I — — — — — Ind -- — -- __w_ ELEV = -O'-0" (DATUM) !_! EUS EUS EUS � F A281 A281 A281 OIll GRADE Q ! I ! ! I I II I I I ! I ! I I o 00 I I I I I I q I CELLAR _ I ! I I ! I I I ELEV =-b'-41/4" — — —�-I — F � — — — — — — — — —� — — LI- - - L - - - - - - - -1 - - - 1- - - J - - -1 - - - - - - - - !- - - ll- - � !- - - � L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -L - - - - - - - - - - - - - - ) L - -1 z FRONT ELEVATION SIDE ELE\/ATI ON � o SCALE: = 1/4" - 1'-0" SCALE: = 1/4" = 1'-0" RIDGE VENT - TYP 12 e o — ARCHITECTURAL ASPHALT SHINGLES (TYP) _ ITO REUSE; REUSE REUSE -- _ ------ MARVIN MARVIN MARVIN - -- --"'-'- 6" FACiA W/WHITE GUTTER (TYP) ----- ---- ELECTED -._ _._�_fl �--, - r-= _===- I4' REUSE REUSE REUSE REUSE VINYL SIDING ASS I; _- MARVN MARVN P551611 BY OWNER - TYPICAL II P551611 ! -- ---- 3234 3234 I!'REUSE� REUSE REUSE \ PELLA A335 II \ 2 141 E --- N Q (n lYl .- -" SECOND FLOOR_ _ +10'-5 3/4" _ — — — — — — — — 12 — — CIS �- HEADER - TYPICAL - cueNT MASTRO REUSE ---- - _______ _— ' ------_-- ------- -------- — ----.__•._,i -- DATE REUSE P58611 PS6S611 — P581611 0 - i REUSE REUSE REUSE LLA I / LLA / j PLLA I / C2 DRwn BY SC 2 DE I 2 W DE 2 DE DECORATIVE STRUCTURAL � d / � / i I , ! / GHK'D BY COLUMN BY FYPON-BOX 5 O /4v -- 5 O /4 ---i 51011/A� PLAiN PANEL OR SiMILAR ___ _--_— __—_ _ _ —_—_ DATE 11/17/09 '— TYPICAL Q - _ FIRST FLOOR REVISIONS —__ EL-EV = -O'-O" DATE ISSUED (DATUM) 5/3/10 FOR PERMIT 9/3/10,& REVISED AS U5 EU5 o EUS EU5 i`{OTED A281 A281 A281 A281 12/22/10& REVISED PER ZBA GRADE 1/9/11 Q3 REVISED PER ZBA 2'-'i 1/2" 6/1/11 ISSUED TO BLDG DEPT I I I I I I I I I I ! I ! L — J 8/28/12 ISSUED TO BLDG DEPT I q l I I i t I I I I I I ! ! p l I I I I I ! I I I ! 01 I JOB No. CELLAR - - —I - � — — 09-7 L _ —iL - -1- - - - - - - - J - - - - - - - - - - - -1- - 1 - - - - - - - - 1- - -I� L — J L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L SHEET NO. REAR ELEVATION SIDE ELEVATION 0m 011 SCALE: 1/4" = 1'-O" SCALE: = I/4" = I'-O" = 0 3" VENT 131, VENT ROOF 0 c� I 0 LAUNDRY BATH 4 I � T3"I 112" 0 WASHERWM WB IWC DRAIN TUB I I PAN 1 2" 2„ 2ND FL. 1 II N 3" 2" 2" 3 p �� �� POWDER ROOM — — Lu 3" 412„ 3" 112" WB WC II I) IItu s D I Ill 2" I SHOWER z 3" I IV 1ST FL. ^\\ Y /� 2" , tl n 2" 3" TO DISPOSAL- C.O. ISPOSALC.O. Lo I to CELLAR vo 'II 0 U1 ' r rn FL.UMBING RISER DIAGRAM NOT TO SCALE co V Lo r r l T T � Q a RIDGE W d 2X6 COLLAR TIES 0 16" OG 4 Q � � Q TYPICAL ROOF 6ON5TRUCTION ARCHITECTURAL ASPHALT SHINGLES- AS O to SELECTED BY OWNER OVER WEATHERSHEILD 4 OVER ENTIRE ROOF OVER 1/2" EXTERIOR > Q PLYWOOD SHEATHING OVER 2X10 ROOF Z RAFTER5 @ 16" O.G. Q 0 TYPICAL CEILING CON5TRU6TION �2 U 3/4" PLYWOOD OVER 14" GPI 40 CEILING JSTS 9� ® 16" OG AND DOUBLE @ 45" O.G. WITH WITH F R-38 BATT INSULATION WITH 1/2" GYP BD0 T FINISH. GLUE AND NAIL DOWN PLYWOOD TO u J0I5T5 PER MANUFACTURER'S 5PE65 O T ko 0 DOUBLE J0I5T WITH TEGO'S ON END-TYP ATTIC Ul 2X6 FACIA WITH GUTTER co VENTED VINYL SOFFIT TYPICAL 2ND FLOOR CONSTRUCTION 3/4" PLYWOOD OVER 16" GPI 65 FLOOR co JOISTS 0 12" O.G. PROVIDE 1/2" GYP BOARD MASTER BEDROOM FINISH. GLUE AND NAIL PLYWOOD TO JOISTS BEDROOM T TREADSm 9":5'-4" PER MANUFACTURER'S 5PE65 RIM JOIST. PROVIDE SQUASH BLOCKS _ SECOND FLOOR II II II PER MANUF SPECS - TYPICAL _ SECOND FLOOR ELEV + f0'-5 3/4" = — — — — — ELEV = +10'-5:nj 3/4" N TYPICAL WALL CONSTRUCTION AQ VINYL SIDING AS SELECTED BY HOMEOWNER OVER 'TYVEK' HOUSE WRAP OVER 1/2 F GYP BD ON e EXTERIOR PLYWOOD SHEATHING OVER 2X6 FURRING UNDER STUDS 9 16" O.G. WITH R-21 BATT INSULATION ALL STAIRS PER (� CODE SECTION 0 BETWEEN WITH 1/2" GYP BD ON INTERIOR m m 8311.2.2 '►TREADS m 4":5'-4" TYPICAL IST FLOOR CONSTRUCTION LIVING ROOM 3/4" PLYWOOD OVER q 1/2" GPI 40 FLOORo JOISTS @ I6" O.G. PROVIDE R-30 BATTS HELD " GYP BD-TYP W/STIGK CLIPS. PROVIDE SQUASH BLOCKS PER 3 TREADS MANUFACTURES SPECIFIGIATIONS. GLUE AND � mQ:2-3 NAIL PLYWOOD TO JOISTS PER MANUF 5PE65 ' FIRST FLOOR —� — FIRST FLOOR — — - ELEV = -O'-O" f - P� (DATUM) (2) 2X6 TREATED PLATES WITH ANCHOR ELEV = -O'-O" r r Oil (DATUM)7 Y\ BOLTS 5EE COVER SHEET FOR SIZE AND ;% SPACING OVER BATT SILL 5EAL INSUL OVER I I TERMITE SHIELD GIRDER SEE ;r•' •r CLIENT MASTRO PLAN. TECO 8 ADS®9':b'-o" GRADE GRADE ALL JOISTS GRADE l DATE CELLAR p TYPICAL FOUNDATION CONSTRUCTION lo" lo" ':'• r 10" FOUNDATION WALL W/ 30"X15" POURED GONG 24"X12" POURED GONG o FOOTING UN ER 8" � PICA SEE FOUNDATION PLAN. STEEL STAIR l^TALL DRwn 6Y LG FOOTING TY L I DAMPROOF FOUNDATION WALL COLUMN _ — CELLAR - BEYOND - GHK'D BY '~ — CELLAR — — — - ELEV -8'-4 I/4" `•* DATE f1/f7/09 ` ELEV =-b'-4114"4" CONC SLAB OVER (b i —. VAPOR BARRIER OVER WIELL L J STAIR SEGT I ON REVISIONS B COMPACTED FILL 2 5/3/10 FOR PERMIT a_6 OPP 2 #5 GON1T REBAR-TYP - A_5 9/3/10Q REVISED AS SGALE: = 1/4 = I -O HAND 2 #5 CONT REBAR-TYP MIN 2 TOIN VIRGIN SEE COYER SHEET FOR ADDITIONAL INFORMATION AND ALL NOTED SOIL (TYP) 2/22/10Q REVISED PER ZBA CODE GOMPLIANGE SECTIONS. STAIRV4AY ILLUMINATION PER SECTION R303.6 STAIR TREADS AND RISERS PER R3115.3, LANDING FOR 1/9/11 Q REVISED PERZBA 5TAIRWAYS PER R311.5.4, HANDRAILS PER 8311.5.6 AND GUARDS 6/1/11 ISSUED TO BLDG DEPT SGALE: 1/4" = I'-O" A-5 PER SEGTI ON 8312. 8/28/12 ISSUED TO BLDG DEPT NOTE: SEE DETAIL SHEETS FOR Q 2Q JOB NO, ALL 5TRAPPING INFOJ __ O SHEET NO. TYPICAL ROOF CONSTRUCTION ARCHITECTURAL ASPHALT SHINGLES- AS 0 SELECTED BY OWNER OVER HEATHERSHEILD OVER ENTIRE ROOF OVER 1/2" EXTERIOR 0 PLYWOOD SHEATHING OVER 2X10 ROOF N RAFTERS ® 16" D.G. II II —ll U-U-_ 12 TYPICAL CEILING CONSTRUCTION D 3/4" PLYWOOD OVER 14" GPI 40 CEILING JSTS 16" OG AND DOUBLE ® 48" D.G. WITH R-38 BATT INSULATION WITH 1/2" GYP BD FINISH. GLUE AND NAIL DOWN PLYWOOD TO JOISTS PER MANUF SPECS U) 2X6 PLATE AT FRONT AND REAR RAFTERS ONLY ATTIC VENTED VINYL SOFFIT T TYPICAL WALL CONSTRUCTION Em 2M Mm ME � II ,' VINYL 51DING ,AS SELECTED BY HOMEOWNER 2X6 FACIA WITH GUTTER L_U__!t OVER 'TYVE-' HOUSE WRAP OVER 1/2" EXTERIOR PLYWOOD SHEATHING OVER 2X6 2 0" HEADER SEE PLANS. 2-0' TYPICAL 2ND FLOOR CONSTRUCTION 5TUD5 @ 16" O.G. WITH R-21 BATT INSULATION TECO ALL JOISTSETWEEN WITH I/2" GYP BD ON INTERIOR 3/4" PLYWOOD OVER Vol'1 " GPI b5 FLOOR JOISTS 12" O.G. GLUE AND NAIL DOWN PLYWOOD TO JOIST MASTER WIG BEDROOM PER MANUF SPECS WITH 1/2" GYP BOARD FINISH TYPICAL DEGiK CONSTRUCTION 5/4X6 COMPOSITE DKG OVER ZQ BEDROOM 2X8 LEDGER TREATED 2X6 FL JSTS Ib" O.G. 'O RIM JOIST. PROVIDE SQUASH BLOCKS — —` PER MANUF SPECS - TYPICAL TYPICAL ROOF CONSTRUCTION ARCHITECTURAL ASPHALT SHINGLES- AS ,� SECOND FLOOR — — — — — — �ELEV-- +10'-15 3/4" SELFr.TFt7 BY nWNE Cw w AT H II n OVER ENTIRE ROOF OVER I/2" EXTERIOR � PLYWOOD SHEATHING OVER 2X6 ROOF O HEADER SEE PLANU 0 2X6 PLATE RAFTERS @ 16" O.G. DECORATIVE SQUARE GOLUMN- HEADER SEE PLANS. I ti FYPON OR EQUAL TECO ALL JOISTS 2X6 FACIA W/ VINYL SOFFIT I I GUTTER AS PER HOMEOWNER ,p — BEAD BOARD VINYL SOFFIT m TYPICAL DIST FLOOR CONSTRUCTION o_ 3/4" PLYWOOD OVER 61 1/2" GPI 40 FLOOR EATING/LIVING ROOM POST BEYOND. SEE A FUR OUT SOFFIT TO MATCH COLUMN WIDTH JOISTS 9 16" D.G. PROVIDE R-30 BATTS HELD PLANS _ W/STIGK CLIPS. PROVIDE SQUASH BLOCKS PER MANUFACTURES SPEGIFIGIATIONS. GLUE OPEN REF OPEN 10" TAPPERED COLUMN STRUCTURAL z } AND NAIL PLYWOOD PER MANUF SPECS TYPICAL DECK CONSTRUCTION rc, 5/4X6 COMPOSITE DKG OVER W TREATED 2X6 FL JSTS @ 16" O.C. _ - FIRST FLOOR _ Rig - — — ELEV = -O'-D" MIMI I IffiIm MIMI (3) 2X10 HDR WITH 6Xb DOWN TO PIER Q (DATUM) "' ` "r� l�" � j STEEL BEAM. SEE ITREATED 2X6 LEDGER O Ill PLANS ::� > GRADE �r. CELLAR I GRADE (2) 2X6 TREATED PLATES WITH ANCHOR 4 +,. BOLTS 5EE COVER SHEET FOR SIZE AND ILIo •• I SPACING OVER BATT SILL SEAL INSUL OVER 101 10" r TERMITE SHIELD Q I n. (Y TYPICAL FOUNDATION CONSTRUCTION � 10" FOUNDATION WALL W/ 50"X15" POURED GONG ,�(( ' FOOTING TYPICAL SEE FOUNDATION PLAN. �l T — DAMPROOF FOUNDATION WALL �—C-ELLAR ELEV =-8'-4 1/4" 3 TYPICAL PIER AND FOOTINO CONSTRUCTION _1 O 12 DIA SONOTUBE PIER ON 30"X30"X15" DEEP L — — — J L — — — J L — — — J L — — — J POURED CONCRETE FTG W/ #5'5 EACH WAY WITH �I O 4" GONG SLAB OVER 6 MIL I SIMPSON ANCHOR - TYPICAL VAPOR BARRIER OVER WELL l GOMPAGTED FILL _ J MIN 2 TON VIRGIN SOIL (TYP) O ' . yo SGALE: 1/4" = 1'-0" "6 '"' ud v �- 4 N i Q _ `4` ' o . NOTE: SEE DSHEETS OR STRAPPING NFO ALL 2-2"x,6" TRF_A,7ED WOOD SILL. WITH A NCHOR BOUTS. FL OR ELEY a + FLOOR JOISTS a ° TREATED HDR. SEE BATT SILL SEAL PLANS OVER COPPER COATED TERMITE SHIELD m SEE DETAIL SHEETS E GER. TECO P-24 FIBER GLASS FOR ALL STRAPING AND 2x8 ALL.E STS W/STICK CLIPS ATTACHMENT DETAILS 4 °. ° ANCHOR BOLT. SEE 6"X6" TREATED DETAIL SHEETS a POST. SEE PLANS R-30 BATTS- SEALED TIGHT GRADE d (� 2X8 LEDGER. TECO II 11 /1�1 ALL JOISTS CELLAR a ° d 12 SOLID BLOCKING CLIENT MASTRO d d ° 10" POURED CONC a ° DAMPROOF ° DATE FOUNDATION WALL FOUNDATION WALL R-30 BATTS- SEALED 2X6 PLATE ° a TIGHT 2X40 CLG JSTS ® 46" O.C, 2X6 PLATE ° ° ° ° a . 4 DRWN BY LG ° CHK'D BY 2X6 FACIA WITH GUTTER 2X6 FACIA WITH GUTTER ° d v• 12" DIA SDATE 41/17/09 ONOTUBE t POURED CONCRETE ' d °. PIER DOWN TO FOOTING v � a 2X6 LEDGER. TECO 2X40 LEDGER. TECO 30"X45" POURED CONC a (4) #5 REBAR REVISIONS ALL JOISTS BEAD BD VINYL SOFFIT OVER ALL JOISTSBEAD BD VINYL SOFFIT OV FOOTING TYPICAL ° DATE ISSUED 2X6 CLG JOISTS V 46" O.C. O.C. 5/3/10 FOR PERMIT ° 2X6 CLG JOISTS ® 46" O.C. ° 9/3/101& REVISED AS ° PROPOSED BASEMENT 10" 10" 10° I'-3' ° ° I' NOTED -3' BEAM. SEE PLANS BEAM. SEE PLANS ELEVATION =-8'-4 I/4" 2/22/10 REVISED PER ZBA ° ° d ' . 4 a d a 1/9/11 Q REVISED PER ZBA FUR OUT SOFFIT TO FUR OUT SOFFIT TO MATCH COLUMN WIDTH MATCH COLUMN WIDTH °0 .aa• a c ° a 4 6/1/11 ISSUED TO BLDG DEPT 4" CONCRETE SLAB OVER °° 8/28/12 ISSUED TO BLDG DEPT 6 MIL 40" TAPERED COLUMN OVER WELLCOMPACTEDFILL BARRIER ° ° ' c • (4) #5 EACH WAY STRUCTURAL 10" TAPERED COLUMN I a ° d v SECTION SECTION ° ° m m d d a c STRUCTURAL JOB No. SCALE: = 3/4" = I'-O° � SCALE: = 3/4" = i'-O" 2 #5 CONT REBAR 2'-b" 09=72 SHEET NO. MIN 2 TON VIRGIN SOIL (TYP) SECTION A� 6 SGftLE: = 514" = 1'-0" _ TABLE 3.45 TABLE 3.qA NAILING SC >- WSCHEDULE AND DETAILS FOR STRAFING MEMBERS � TABLE 5.1 UPLIFT STRAP CONNECTION REOUIREMENT5 - EXPOSURE B (ROOF-TO- ALL, WALL-TO-WALL, AND WALL-TO-FOUNDATION) RAFTER/CEILING J015T HEEL JOINT CONNECTION REOUIREMENT5 WOOD FRAME CONSTRUCTION MANUAL 2001 EDITION oZ NAILING SCHEDULE (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.4) NUMBER OF NUMBER OF (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.9) FOLLOW WIND DESIGN 120 MPH REQUIREMENTS 0c DEAD LOAD A55UMPTION: ROOF/CEILING ASSEMBLY DL = 15 P5F DEAD LOAD ASSUMPTIONS:ROOF ASSEMBLY DL=IOPSF JOINT DESCRIPTION COMMON NAILS BOX NAILS NAIL SPACING THREE SECOND GU5T WIND SPEED (m h) &5 90 100 110 120 130 140 150 0 ROOF LIVE LOAD GROUND SNOW LOAD 6002 NAILING REQUIREMENTS II II ROOF FRAMING p SEE SCHEDULES FOR ALL NAILING REQUIREMENTS UAL RAFTER TO TOP PLATE (TOE-NAILED) SEE TABLE 3.4A SEE TABLE 3.4A PER RAFTER NUMBER OF 8D COMMON NAILS OR IDD BOX NAILS 20 PSF 30 PSF 50 PSF 70 PSF FRAMING 5PAGING (IN) ROOF SPAN (FT) IN EACH END OF 1 1/4" X 10 GAGE 5TRAP1•2,5pROOF SPAN (FT) CO 1 L STRAY NAILING REQUIREMENTS v'l �-- CEILING J015T TO TOP PLATE (TOE-NAILED) SEE TABLE 3.4A SEE TABLE 5AA PER J015T 12 1 1 1 2 2 2 3 3 12 24 36 1 12 [54::1136 12 1 24 36 1 12 1 24 1 36II II 11 ALL STRAPPING TO BE I I/4" X 20 GAUGE STL UUUaaaLLL---111111 4 � 16 1 1 1 2 2 3 3 3 RAFTER SLOPE RAFTER SPACING REQUIRED NUMBER OF I6D COMMON OR 40D /� \ / CEILING J015T PARALLEL RAFTER (FACE NAILED) SEE TABLE 5AA SEE TABLE 3.9A EACH LAP 20 1 1 2 2 2 3 3 4 (IN) BOX NAILS PER HEEL JOINT GONNEGTIONI.2,3•4316 "S I MPSON" EQU I Y ALENT - C520 (COI LED STRAP 12 24 1 1 2 2 3 3 4 4 x Ur� / CEILING JOIST LAPS OVER PARTITIONS (FACE NAILED) SEE TABLE 5AA SEE TABLE 3.01A EACH LAP 2& 1 1 2 2 3 4 4 5 3:12 12 4 -1 10 4 8 12 6 II 17 8 15 22 ,,,���------ 32 1 1 2 3 3 4 5 5 Ib 5 9 13 5 10 15 6 15 22 10 20 2q COLLAR TIE TO RAFTER (FACE NAILED) SEE TABLE 3.6A SEE TABLE 3.&A PER TIE 36 1 2 2 3 3 4 5 6 19.2 6 II 16 6 12 18 Cl IS 27 12 24 35 CiR055 5ECT1ON END VIEW 12 1 1 2 2 2 3 3 4 24 1 13 19 & 15 23 11 22 33 15 29 44 0 /(� BLOCKING TO RAFTER (TOE-NAILED) 2-6D COMMON 2-I01;? COMMON EACH END 16 1 1 2 2 3 5 4 4 20 1 1 2 2 3 4 4 5 4:12 12 3 5 85 6 q 5 q 13 6 II 17 I6 24 1 2 2 3 3 4 5 6 I6 4 '1 10 4 8 12 6 II 1'1 8 15 22 RIM BOARD TO RAFTER (END-NAILED) 2-16D COMMON 2-16D COMMON EACH END 2g 1 2 2 3 4 5 5 b 19.2 4 8 12 5 9 14 7 14 20 9 18 27 32 1 1 2 2 3 ® 5 6 7 24 5 10 15 6 12 17 q 17 25 II 22 33 WALL FRAMING 36 2 2 3 4 4 6 7 8 512 12 3 4 b 3 5 7 4 7 10 5 q 14 GEILFAIG o 0 12 I I 2 2 3 3 4 4 � � o o I I 16 1 1 2 2 3 4 4 5 Ib 3 6 8 3 6 q 5 q 14 6 12 IS JOIST 20 I 2 2 3 4 4 5 6 TOP PLATE TO TOP PLATE (FACE-NAILED) 2-I6D COMMON 2-16D COMMON PER FOOT 19.2 4 7 10 4 & II b II 16 7 14 21 \ f I9.2 24 1 2 2 3 4 5 6 -1 24 4 8 12 5 9 14 7 14 20 9 I8 27 \ TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-IbD COMMON 5-IbD COMMON JOINTS-EA SIDE 28 2 2 3 3 4 5 6 8 32 2 2 3 4 5 6 7 & 1:12 12 5 3 5 3 4 5 3 5 8 4 '1 10 T STUD TO STUD (FADE-NAILED) 2-161D COMMON 2-16D COMMON 24" O.G. 36 2 2 3 4 5 7 8 q 16 3 4 6 3 5 7 4 7 10 5 9 15 12 I 2 2 3 3 4 5 5 19.2 3 5 '1 3 6 8 4 8 12 5 10 15 HEADER TO HEADER (FACE NAILED) I6D COMMON I60 COMMON I6"O.G' 16 1 2 2 3 4 5 5 b 24 3 6 q 4 7 10 5 10 15 '1 13 19 ALONG EDGES (ENP-NAILED) (SEE TABLE 3.SA) (SEE TABLE 3.5A) PER STUD 24 24 2 2 3 4 5 6 b q:12 12 3 3 4 3 3 4 3 4 6 3 5 8 TOP OR BOTTOM PLATE TO STUD (E D ) 28 2 2 3 4 5 7 8 - 16 3 3 5 3 4 5 3 5 8 4 7 10 N 32 2 2 3 5 6 '1 q - I01.2 3 4 6 3 4 6 3 6 q 4 8 12 36 1 2 3 1 4 5 6 1 8 1 - - 24 3 5 7 3 5 5 4 8 II 5 10 15 BOTTOM PLATE TO FLOOR JOIST, BAND JOIST 2-1691 COMMON 2-I6D'GOMMON PER FOOT 12:12 12 3 3 3 3 3 3 3 3 5 3 4 6 END JOIST OR BLOC (FACE NAILED) I PRESCRIPTIVE LIMITS ARE BASED ON ASSUMTION IN TABLE 3.4 1 2 TABULATED UPLIFT CONNECTION REOUIREMENT5 A55UME A BUILDING LOCATED IN EXPOSURE B 3 3 4 3 3 4 3 4 6 3 5 q ( � to 19 FLOOR FRAMING 3 TABULATED UPLIFT CONNECTION REQUIREMENTS A55SUME A ROOF AND CEILING ASSEMBLY DEAD LOAD OF q P5F 19.2 3 3 4 3 4 5 3 5 7 3 b 9 v t" (0.60 X 15 PSF = 9 PSF). IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE CEILING ASSEMBLY 15 NOT CONNECTED 24 3 4 5 3 5 6 3 6 9 4 8 II \ 101 p^i 10 JOIST TO SILL TOP PLATE OR GIRDER (T'OE NAILED) 4-bD COMMON 4-IOD COMMON PER JOIST TO THE ROOF ASSEMBLY, THE TABULATED NUMBER OF NAILS SHALL BE INCREASED BY I NAIL AT EACH END OF THE I. NAILING REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED 25% IF NAILES ARE CLINCHED FLOOR \ I o I STRAP. 2. HEEL JOINT CONNECTIONS ARE NOT REQUIRED WHEN THE RIDGE IS SUPPORTED BY A LOAD BRIDGING TO JOIST (TOE NAILED) 2-812 COMMON 2-IOD COMMON EACH END 4. MINIMUM A5TM A653 GRADE 33 STEEL STRAP BEARING WALL, HEADER OR RIDGE BEAM DESIGNED TO RE515T THE APPLIED LOADS. JOIST ' 3. WHEN INTERMEDIATE SUPPORT OF THE RAFTER 15 PROVIDED BY VERTICAL STRUTS OR BLOCKING TO JOIST (TOE NAILED) 2-8D COMMON 2-IOD COMMON EACH END PURLIN5 TO A LOADBEARING WALL, THE TABULATED HEEL JOINT CONNECTION REOUIREMENT5 c SHALL BE PERMITTED TO BE REDUCED PROPORTIONALLY TO THE REDUCTION IN SPAN 4. EQUIVALENT NAILING PATTERNS ARE REQUIRED FOR CEILING J015T TO CEILING J015T LAP } BLOCKING TO SILL OR TOP PLATE (TOE (NAILED) 3-160 COMMON 4-IbD COMMON EACH BLOCK TABLE 55A SPLICES TOP AND BOTTOM PLATE TO STUD LATERAL GONNEGTION5 FOR WIND LOADS EXPOSURE B 5. TABULATED HEEL JOINT CONNECTION REQUIREMENTS DO NOT INCLUDE THE ADDITIONAL WEIGHT - Q LEADGER STRIP TO BEAM (FACE-NAILED') 3-16D COMMON 4-I6D COMMON EACH JOIST (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.5) OF THE CEILING ASSEEMBLY. b. TABULATED HEEL JOINT CONNECTION REOUIREMENT5 A55UME CEILING JOISTS p J015T ON LEDGER TO BEAM (TOE NAILED) 3-SD COMMON 3-IOD COMMON PER J015T THREE SECOND GUST WIND SPEED (m h) 85 q0 100 110 120 130 140 150 I OR RAFTER TIES ARE LOCATED AT THE BOTTOM OF THE ATTIC, SPACE. WHEN CEILING Q P I JOISTS OR RAFTER TIES ARE LOCATED HIGHER IN THE ATTIC SPACE, NO ATTIC STORAGE BAND JOIST TO JOIST (END-NAILED) 3-I6D COMMON 4-IbD COMMON PER JOIST 15 ASSUMED, AND THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE u TUD SPACING (IN) WALL HEIGHT (FT) REQUIRED NUMBER OF I6D COMMON NAILS OR 40D BOX NAILS PER INCREASED BY THE FOLLOWING FACTORS: N STUD TO PLATE: CONNECTION (PLF)i�2A BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-160 COMMON 3-I60 COMMON PER FOOT CEILING HEIGHT/ROOF RIDGE HEEL JOINT CONNECTION o 8 2 2 2 2 2 2 2 2 HEIGHT (HG/Hr) ADJUSTMENT FACTORSo 0Q 10 2 2 2 2 2 2 2 2 ROOF SHEATHING 12 2 2 2 2 2 2 2 21/2 T 1/2 2 ° 12 14 2 2 2 2 2 2 2 3 v 1/3 1.5 STRUCTURAL PANELS W COMMON IOD COMMON SEE TABLE 3.10 16 2 2 2 2 2 2 3 3 I/4 1.33 \ 0 Z DIAGONAL BOARD SHEATHING IS 2 2 2 2 2 2 3 3 I/5 1.2 " " 2-8D COMMON 2-IOD COMMON PER SUPPORT 20 2 2 2 2 2 3 3 3 I/b 12 FLOOR ,/ ' y ��:' .Y` ('�." .':•' I X16 OR I"X8 I"XIO" OR WIDER 3-SD COMMON 3-IOD COMMON PER SUPPORT 8 2 2 2 2 2 2 2 2 I/10 I.II JOIST / iii., • '� �..� L� U �� 2 2 2 2 2 2 2 3 NOTE: LATERAL DEFLECTION OF THE RAFTER BELOW THE RAFTER TIES MAY EXCEED 3/4 INCH WHEN RAFTER TIES ARE LOCATED ABOVE ONE-THIRD OF THE RIDGE HEIGHT, Hr, OR Hr' 15 GREATER THAN 2 FEET I CEILING SHEATHING F-76D 16 2 2 2 2 2 3 3 4 AND MAY REQUIRE ADDITIONAL CONSIDERATION. � 0 GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7" EDGE/ICS" FIELD 16 2 2 2 2 3 3 4 4 Z 20 2 2 2 2 3 3 4 4 TABLE 5.10 TYPICAL S-•ECTION DETAILS DETAILS ke WALL SHEATHING 10 2 2 2 2 2 3 3 3 ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS-EXPOSURE B TYPICAL LATERAL FRAMING CONNECTIONS 1 2 2 2 2 3 3 3 4 STRUCTURAL PANELS &V COMMON IOD COMMON 5EE TABLE 3.1112 2 2 2 2 3 3 5 5 THREE 5EG014P GUST WIND SPEED (mph) &5 90 100 110 120 130 140 150 24 14 2 2 2 3 3 3 4 5 FIBERBOARD PANELS 316 2 2 3 3 4 4 4 6 STRUCTURAL SHEATHING WWI 6D COMMON - 3" EDGE:/." FIELD 1& 2 2 3 3 4 4 5 b 25/32• 8D3GOMMON - 3" EDGE/+" FIELD 20 2 2 3 4 4 1 4 1 5 1 7 E F E F E F I E I F W:d E I F E I F E F 416 GYPSUM WALLBOARD 5D GOLLERS 5D GOLLERS 7" EDGE/10" FIELD I PRESCRIPTIVE LIMITS ARE BASED ON ASSUMTION IN TABLE 3.5 RAFTER/TRU 5 SPACING MAXIMUM NAIL SPACING FOR W COMMON NAILS OR IOD 2 TABULATED FRAMING LOADS AND CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED ` o SHEATHINtia LOCATION 7' 5 r7•`�-•!%-� ,;,;• HARDBOARD 8D COMMON 8D COMMON SEE TABLE 3.11 BY 0.92 FOR FRAMING NOT LOCATED WITHIN 5 FEET OF CORNERS (INCHES, O.G. BOX NAILS (INCHES, O.G) 3. TABULATED FRAMING LOADS ASSUME A BUILDING LOCATED IN EXPOSURE B 12 b 12 b 12 6 12 6 12 6 12b 12 b 12 6 PARTIGALBOARD PANELS &V COMMON 5D COMMON SEE MANUFACTURE I6 b 12 b 12 6 12 6 12 6 12 b 12 6 12 6 12 �/ c't INTERIOR ZONE 101.2 b 12 6 12 6 12 6 12 6 12 6 12 6 12 6 122a � DIAGONAL BOARD SHEATHING 24 6 12 6 12 6 12 6 12 6 12 6 12 b 122 6 122 I"X&" OR I"X8" 2-bD COMMON 2-I0D COMMON PER SUPPORT I"XIO" OR WIDER3-8D COMMON 3-IOD COMMON PER SUPPORT 6 12 6 12 6 12 6 12 2 6 122 b 12 b b TABLE 5.&A PERIMETER 16 6 12 6 12 6 122 6 122 6 I & I 6 b 65 12 (0g 65 RIDGE TEN51ON STRAP CONNECTION REQUIREMENTS FOR WIND-EXP05URE B EDGE ZONE 19.2 b 122 6 122 6 122 6 6 b 6 b565 65 12 ba 44 U) FLOOR SHEATHING (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.6) 24 6 122 6 122 6 6 65 65 65 65 63 65 44 12 44 44 STRUCTURAL PANELS DEAD LOAD ASSUMPTIONS: ROOF ASSEMBLY DL 10 PSF &ABLE ENDWIA'..L RAKE OR KE TRU55 W/LOOKOUT GLOOK b b 65 65 63 63 63 63 4 4 44 44 50 COMMON log COMMON FIELD IN OR LESSGREATER THAN I" IOD COMMON I6D COMMON b" EDGE/&' FIELD THREE SECOND GUST WIND SPEED (mph) 85 90 100 110 120 130 140 150 GABLE ENDWALL RAKE OR AKE TRu55 W/O RAKE OVERHANG 6 b 6 6 6 6 6 6 6 6 163 163 bg bs 63 bg GROSS SECTION END VIEN DIAGONAL BOARD SHEATHING NUMBER OF &P COMMON NAILS OR IOD BOX NAILS IN EACH END BOARD SHEATHING I"X16" OR 1"Xg" 2-60 COMMON 2-IOD COMMON PER SUPPORT ROOF PITCH ROOF SPAN (FT) OF 1 1/4" STRAP I"XIO" OR WIDER 3-81D COMMON 3-IOD COMMON PER SUPPORT 5HEATHIN5 51ZE RAFTER/TRU 5 SPACING MINIMUM NUMBER OF &P COMMON NAILS L 3:12 12 I I 2 2 2 3 3 4 (INCHES, O.G OR IOD BOX NAILS PER SUPPORT I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b" ON-CENTER AT THE PANEL 16 1 2 2 2 3 4 4 5 IX6 OR IX8, SHEATHING 12-19.2 2 2 2 2 2 2 2 2 EDGE. IF WALL SHEATHING 15 NAILED 3" ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER 20 2 2 2 3 4 4 5 b IXIO OR LARGER SHEATHING 12-19.2 3 3 3 3 3 3 3 3 SHEAR CAPACITIES, NAILING REOUIREIMENT5 FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR 24. 2 2 3 3 4 5 6 7 ALTERNATE CONNECTORS, SUCH A5 SMEAR PLATES SHALL BE USED TO MAINTAIN THE LOAD PATH 25 2 2 3 4 5 6 7 8 GEILFAIG E- NAIL SPACING AT PANEL EDGES (IN) J015T �� 2 - WHEN WALL SHEATHING 15 GONTINUOU'S OVER CONNECTED MEMBERS, THE TABULATED NUMBER 32 2 3 3 4 5 7 8 9 F- NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) OF NAILS SHALL BE PERMITTED TO BE REDUCED TO I-IbD NAIL PER FOOT 316 2 3 4 5 6 7 9 I FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING \ / 3 - CORROSION RESISANT II GAGE R001~ING NAILS AND 16 GAGE 5TAPLE5 ARE PERMITTED, CHECK IBC 4:12 12 1 1 I 2 2 2 3 3 4 FEET M EACH SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT I6 I I 2 2 2 3 3 4 REQUIREMENTS SHALL BE USED. FOR ADDITIONAL REOUIREMENT5 2O I 2 2 2 3 4 4 5 2 TABULATED 12 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRU55 24 2 2 2 3 3 4 5 b FRAMING MEMBERS WITH G 2 0.49. FOR FRAMING MEMBERS WITH 0.4250<0.49, THE NAIL 24 2 2 3 3 4 5 5 7 SPACINGS SHALL BE REDUGEED TO b INCHES O.G. U) TABLE 3.4A 32 2 2 3 4 4 5 b 7 5 TABULATED 6 INCH O.G. NAIL 5PAGING ASSUMES SHEATHING ATTACHED TO RAFTER/TRU55 RAFTER AND/OR CEILING JOIST TO TOP PLATE LATERAL AND SHE CONNECTION REOUIREMENT5 - EXPOSURE B 36 2 2 3 4 5 6 7 5 FRAMING MEMBERS WITH U 2 D TO FOR FRAMING MEMBERS WITH 0.4256<0.49, THE NAIL SPACINGS SHALL BE REDUCED TO 4 INCHES O.G. -Q[ (PRESCRIPTIVIE ALTERNATIVE TO TABLE 3.4) 5:12 12 1 1 I 1 2 2 2 3 4 TABULATED 4 INCH O.G. NAIL SPACING A55UMES SHEATHING ATTACHED TO RAFTER/TRU55 N Ib 1 1 1 2 2 2 3 3 FRAMING MEMBERS WITH G >_ 0.49. FOR FRAMING MEMBERS WITH 0.42SG<O.49, THE NAIL THREE SECOND GUST WIND SPEED (MPH) &5 q0 100 110 120 130 140 150 20 1 1 2 2 2 3 3 4 5PAGIN05 SHALL BE REDUCED TO 3 INCHES O.G. 24 1 2 2 2 3 3 4 5 5 T,".BULATED NAIL 5PAGIN05 A55UME A BUILDING LOCATED IN EXPOSURE B RAFTER/GEILINO J015TF WALL NUMBER OF W COMMON NAILS OR IOD BOX NAILS (TOE NAILED) 22 2 2 2 3 4 4 5 b SPACING (IN) HEIGHT (FT) REQUIRED IN EACH RAFTER AND/OR CEILING J015T TO TOP PLATE CONNECTION 36 2 2 3 3 4 5 5 7 TABLE 3.11 � z 4 cuenT MASTRO 12 8 2 2 2 2 3 3 3 3 6:12 12 I I I I 2 2. 2 2 WALL SHEATHING AND GLARING ATTACHMENT REOUIREMENT5 FOR WIND LOADS - EXP05URE B Q DATE 10 2 2 2 2 3 3 3 3 Ib I i I 2 2 2 3 3 W 8 2 2 3 3 3 4 4 4 20 1 1 2 2 2 3 3 4 THREE 5EG(01ND GUST WIND SPEED (mph) 85 qO 100 110 I 130 140 150 FLOOR I \ Ib 2 2 3 3 ® 4 4 4 24 I I 2 2 3 3 4 4 J015T Ld g 3 3 4 4 5 5 5 5 25 I 2 2 2 3 4 4 5 24 1O 3 3 4 4 5 5 5 6 32 2 2 2 3 3 4 5 5 STRUCTURAL SHEATHING \ / W DRwn BY Sc 316 2 2 2 3 4 4 5 6 E F E F E F E F h�� E F E F E F � GHWD BY I PRE50RIPTIVE LIMITS ARE BASED ON A55UMPTIONS IN TABLE 3.4 712 - 1212 12 1 1 1 1 1 2 2 2 2 TABULATED CONNECTION REQUIREMENTS ASSUME A BUILDING LOCATED IN EXPOSURE B 16 1 1 1 2 2 2 2 3 N FILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS, THE 5UM OF THE TOE-NAILS IN THE RAFTER AND CEILING 20 1 1 2 2 2 3 3 5 SHEATHING LOCATION( STUD SPACING MAXIMUM NAIL SPACING 40R SD COMMON NAILS OR IOD Fes- DATE 'f'I/ 7/09 3 WHE G 24 I I 2 2 2 3 3 4 (INCHES, O.G) BOX NAILS (INCHES, O.G) _ J015T SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED. 2g 1 2 2 2 3 3 4 4 4 TO AVOID SPLITTING, NO MORE THAN 2 TOE-NAIL5 SHALL BE INSTALLED IN EACH 51DE OF A RAFTER OR CEILING JOIST 32 2 2 2 3 4 4 5 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 OATE ons WHEN FASTENED TO A 2X4 TOP PLATE OR 3 TOE-NAILS IN EACH SIDE WHEN FASTENED TO A 2X6 TOP PLATE. 56 2 2 2 3 4 5 6 INTERIOR ZONE I6 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 p _ _J DATE ISSUED 24 b 12 b 12 6 12 6 12 6 12 b 122 b 122 6 122 N � 5/3/10 FOR PERMIT 1. TABULATED CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70 FOR FRAMING 9/3/10 REVISED AS NOT LOAGTED WITHIN b FEET OF BUILDING CORNERS 12 6 12 b 12 6 12 6 12 6 12 6 12 6 12 6 12 NOTED 2. TABULATED RIDGE CONNECTION LOADS ASSUME A BUILDING LOCATED IN EXPOSURE B EDGE ZONE Ib b 12 6 12 b 12 6 12 6 12 b 12 6 12 b 122 U 6/1/11 ISSUED TO BLDG DEPT 3. TABULATED CONNECTION REQUIREMENTS ARE BASED ON TOTAL UPLIFT MINUS O.6 OF THE ROOF 24 6 12 6 12 6 12 6 12 6 122 6 122 b 122 4 122 A55EMBLY DEAD LOAD (0.6 X 10 P5F) 8/28/12 ISSUED 70 BLDG DEPT 4. TABULATED CONNECTION REOUIREMENT5 ARE BASED ON 12" RIDGE STRAP SPACING, FOR DIFFERENT BOARD SHEATHING = RIDGE STRAP 5PAGING, MULTIPLY THE TABULATED VALUES BY THE APPROPRIATED MULTIPLIER BELOW: _0 SHEATHING SIZE RAFTER/TRU55 5PAGING MINIMUM NUMBER OF &P COMMON NAILS RIDGE STRAP SPACING (IN) 12 Ib 101.2 24 48 (INCHES, 0.0) OR IOD BOX NAILS PER SUPPORT - \ FLOOR I ';,��.�,'_ :'.x:;';":'."a..:.,:•..: MULTIPLIER 1.00 1.33 1.60 2.00 4.00 IX6 OR IX& SHEATHING 12-24 2 2 2 2 2 2 2 2 JOIST i:'.':. !:,:': IXIO OR LARGER SHEATHING 12-24 3 3 3 3 5 3 5 3 5. WHEN THE TABULATED NUMBER OF NAILS REQUIRED IN EACH END OF THE STRAP 15 EQUAL TO I AND THE _ I ' _ • •" '• ' U JOB no, FRAMING 15 ATTACHED IN ACCORDANCE WITH TABLE 3.1, THE RIDGE STRAP AND ADDITIONAL NAILING E- NAIL SPACING AT PANEL EDGES (IN) �� 15 NOT REQUIRED F- NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) =72 6. WHEN A COLLAR TIE 15 USED IN LIEU OF A RIDGE STRAP, THE NUMBER OF IOD COMMON NAILS REQUIRED I FOR PNALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT PERIMETER EDGE 0 IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE TABULATED NUMBER OF 8D COMMON NAILS INA ZONE ,ATTACHMENT REQUIRMENTS SHALL BE USED. z STEEL STRAP, OR THE NUMBER OF 12D BOX NAILS IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE 2 TABULATED M INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD � SHEET n0. FRAMIING MEMBERS WITH G 2 0.4q. FOR FRAMING MEMBERS WITH 0.42SG<0.49, Q TABULATED NUMBER OF IOD BOX NAILS IN A STEEL STRAP THE NAIL SPACINGS SHALL BE REDUCED TO 6 INCHES O.G. Rik 1. 1-1/4" 20 GAGE RIDGE STRAP SHALL BE OF A5TM A653 GRADE 33 STEEL OR EOUIVELENT 3 FOR SEXTET OR PANEL FOR COMMON NAILS.GALVANIZED BOX NAILS SHALL BE PERMITTED TO TYPICAL SECTION DETAIL5 DETAILS o 4 TABULATED NAIL SPACINGS A55UME A BUILDING LOCATED IN EXPOSURE B TYPICAL WIND UPLIFT CONNECTIONS J -_I Q C520 COIL STRAP ON EACH STUD ° (UPLIFT CONNECTOR - TYPICAL) JOISTS AS PER PLANS WITH 12" MINIMUM BEARING ON O STUDS MT530 - UPLIFT CONNECTOR _ STUD WALL ABOVEHDU5 (SHEAR CONNECTOR) WITH (TYPICAL) (12" MIN. BEARING ON STUDS) DESIGN LENGTH 1 5/8" DIA. THREADED ROD (12" MIN. BEARING ON RAFTERS) -- I NOTE: I - THROUGH BOTTOM PLATE 5HEATHIN6 AS PART OF 5HEARWALL 6" THROUGH TOP PLATES OF FIRST ALL STRAPPING TO BE INSTALLED 16" O U SEGMENT (S.W.S.) WHERE NOTED ON FLOOR Q e FLOOR AND CONNECTED TO PLAN SHALL BE CONTINUOUS FROM SILL TO i I-I/4 x 20 GAUGE STEEL COILED O.G. UNLESS OTHERWISE NOTED TRAP #6520 A5 MFG'D. BY ` SECOND HDU5 INSTALLED ON IL S TOP PLATE OR ADEQUATELY BLOCKED AT I STRAP # (12" MINBEARING ON TOP OF FIRST FLOOR DOUBLE A CONTINUOUSLY CONNECTED PATH MUSH V JOISTSed COMMON NAILS ® b" O.G. EDGE . STUD BE PROVIDED FROM THE STUD TO THE _ AND FIELD. STUDS) I I GIRDER BELOW • HOLD DOWN5 REQUIRED AT ALL FOUR 1fl <4 01 u I \ CORNERS OF STRUCTURE UNLESS ----------------------,,\ MT550 - UPLIFT CONNECTOR °° "°s 1 i A35F MIN. 18 GAUGE PLATE 1, ALL STRAP STOCK NUMBERS SHOWN O - - - - - -- OTHERWISE NOTED. SEE CONSTRUCTION � (TYPICAL) ALL STRAPPING TO BE ,. ,, CONNECTORS ® 12" O.G. MAX. IN5TALLED Ib" O.G. I ARE FROM "5IMP50N STRONG TIE DETAIL ,° I, (SHEAR CONNECTOR) ALL v' y SOLID BLOCKING i 1 5TRAPPING TO BE INSTALLED Ib" CONNECTORS" ° O.G. UNLESS OTHERWISE NOTED PLYWOOD SHEAATHIN6 WITH 5d COMMON °° #G520 I-I/4" X :20 GAUGE STEEL COILED L�l NAILS ® 12" O.G. IN THE FIELD AND ® b" A CONTINUOUSLY CONNECTED STRAP WRAPPED UNDER SILL. AND OVER �. O.G. ON THE EDGE ONE 1-1:25a STRAP EACH 51DE OF ° o PATH MUST BE PROVIDED FROM i STUD WITH 12" MIN, STUDS 5E.ARIN6 Je J015T WITH (3) 8d COMMON NAILS ° THE STUD TO THE 61RDER 51MP50N STRONG TIE T527 HOLD DOWN ® EACH ]END OF STRAPS AS ° o BELOW. AT 5'-0" O.G. MAXIMUM -' MFG'D. DY SIMPSON ALL STRAP STOCK NUMBERS s (UPLIFT CONNECTOR) 5/5" ANCHOR BOLT SHOWN ARE FROM "SIMPSON WITH 3" X 3" X I/8" WASHERS SPACED 2" X FLOOR JOISTS STRONG TIE CONNECTORS" I, 3"-0" O.G. AND SPACED WITH 6" TO 12" �1 OF EACH END PLATE. ANCHOR BOLTS SHALL HAVE A MIN. EMBEDMENT OF 7" JOIST BRIDGING AT TYPICAL SECOND FLOOR TO EXISTING FIRST M SHEARWALL SEGENT DETAIL OFFSET WALL AND FLOOR DETAIL FLOOR TIE DOWN METHOD �-� TYPICAL WALL CONNECTIONS 81-011 O.G. MAXIMUM B NOT TO SCALE NOT TO SCALE (NOTERETRO FITTING OF EXISTING STRUCTURES WITH L NOT TO SCALE NOT TO SCALE NOT TO SCALE : STRAPS 15 NOT REQUIRED WITH EXCEPTION OF COIL STRAP) TOP PLATE TOP PLATE T Lo 5PLIGE LENGTH 5PLIGE LENGTH 110 4'-0" MIN 4'-0" MIN I10 MPH FASTEST MILE 2" X4" GONTINOUS LATERAL <[ BLOGKIN6 ® 45" O.G. MAX IN IFIRST TWO WIND SPEED BRACE 0 b'-0" O.C. FRAMING SPACES AT EACH END WALL HEIGHT UNIT LATERAL FT.) FRAMING LOADS CEILING JOISTS FLOOR FRAMING ® 16" 0.0 I51-0.„ 2113 T 12'-O" 215 A55F MIN. IS 6ALk E PLATE CONNECTORS FLOJ015O5 14'-0" 284 ® 12" O.G. MAX. (..HEAR CONNECTOR) (2) lOd NAILS - Q I6'-O" 317 1 (10) 8d NAILS ( , 0 20.-0'. 553 EACH STto 550 CS.20 UL.D WI H P - UPLIFT 2' MINIMUM CONNECTOR ON ALL BEARN6 ON O.G. UNLRE55 0 HERWIIN5 TO B EI NOTED ED 16° 5d COOLER T (2GIOP BLE ENDNAILS RIM LLJ NAILS ® 5 O.C. END I EACH STUD (TYPICAL) NAILS JOIST n WALL 1.TABULATED FRAMING LOADS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.85 FOR FRAMING NOT LOCATED EACH WALL STUD SHALL BE 6YP5UM BOARD 7' WITHIN 3'-O"OF CORNER5 FOR EUILDING5 LESS THAN 30'-0" IN WIDTH(4,OR WITHIN MO OF CORNERS FOR ALL STRAPPING T•0 BE INSTALLED 16" O.G. ® CONNECTED TO THE 61RDER BELOW BUILDING GREATER THAN 30'-0" IN WIDTH. ®• ° WITH BY ANY OF THE STRAPS SHOWN 2" X BLOCKING AT LA5T TWO � 2.TABULATED FRAMING LOADS ARE SPECIFIED IN POUNDS PER LINEAR FOOT OF WALL TO DETERMINE ® MT512 (UPLIFT) ABOVE. A CONTINUOUSLY CONNECTED CEILING J015T BAYS '� MUST BE c A CONTINUOUSLY CONNECTEDPATH 10 8d NAILS ( L 2" X BLOCKING FULL CONNECTION REQUIREMENTS,MULTIPLY THE TABULATED UNIT LATERAL FRAMING LOAD BY THE MULTIPLIER FROM PROVIDED FROM THE STUD TO THE GIRDER CONNECTOR TYPICAL AT PATH MUST BE PROVIDED FROM THE 2" X 4" BLOCK NAILED TO EACH ) c DEPTH OF JOIST THE TABLE TABLEBELOW CORRESPONDING TO THE 5PACING OF THE CONNECTION BELOW. ® EACH LAPPED JOIST) STUD TO THE GIRDER BELOW. BRACE WITH (4) IOd NAILS n/ LL T CONNECTION SP2 I6 ACING 1 19 ® .2 24 , ENDWALL 5TUD5 z P5720 5d COOLER NAILS ® 7 O.G. INTO BLOCKING {� 4 (SW SPAONS IN IW. -ES) ALL STRAP 5TOCHG NUMBERS SHOWN ARE ALL STRAP STOCK NUMBERS 5HOWN \-5/4!3" MIN. T445 PLYWOOD FLOOR MULTIPLIER 1.00 1.33 1.60 2.00 FROM "SIMPSON E-71RON6 TIE CONNECTORS" ARE FROM "51MP50N STRONG TIE I-I/4" X 20 GAUGE STEEL COILED STRAP W 5HEATHIN6 GLUED AND SCREWED CONNECTORS" #0520 AS MFO'D. BY 51MPS0N WITH MIN. WITH 5TA66ERED JOINTS 3.TABULATED FRAMING LOADS ASSUME A MEAN ROOF HEIGHT OF 33'-0".FOR MEAN ROOF HEIGHTS OF 15'-0" 12" BEARING ON STUDS WITH (10) Sd NAILS d OR LE55,THE TABULATED VALUES SHALL BE PERMITTED TO BE MULTIPLIED BY 0.80. n 4 4.WHEN CALCULATING LATERAL LOADS FOR D05 OF HEADERS/GIRDERS,MULTIPLY THE TABULATED UNIT U LATERAL.LOAD BY 1.'2 OF THE HEADER 61RDER SPAN(FT.) GEILINO AND FLOOR TYPICAL GONNEGTION DETAILS FLOOR JOIST LAPPED BRACING AT END WALLS TOP PLATE 5PLIGINO DETAIL AT SECOND FLOOR LEVEL OVER BEAM DETAIL I GEILINO SRAGINO AT GABLE END WALL5 J O ul NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE 4 G n T ROOF FRAMING G520 COIL STRAP (UPLIFT CONNECTOR - MT530 ® EACH PORCH ROOF RAFTER A5 DOUBLE TOP PLATE7 TYPICAL AT ALL KING STUD TO TOP PLATE V MFG'D. BY SIMPSON CONNECTIONS) 12 MIN. BEARING ON STUDS L/3L/3 TOP PLATES ALL STRAPPING, "'0 BE INSTALLED Ib" O.G. /-OF ONE H2.5a STRAP EACH 51DE OF J015T �i T 1 0/3 MAX. UNLESS OTHERWIISE NOTED. A CONTINUOUS WITH (3) ad COMMON NAILS ® EACH END I CONNECTED PATH MUST BE PROVIDED FROM STRAP AS MFG'D. BY 51MP50N 1 1BORED HOLE MAX. SSD THE STUD TO THE GIRDER BELOW. ALL 57RAP D/6 MAX. NO NOTCHES D DIAMETER 40 PERCENT STOCK NUMBERS EHOWN ARE FROM "51MP50N ROOF/CEILING BEAM - SEE PLAN FOR SIZE PERMITTF-D 0/3 MAX. OF STUD DEPTH EADER STRONG TIE COIN'If=GTORS" S AND TYPE - ��I O MT530 UPLIF AC4 STRAP AS MFG'D. BY 51MF50N EACH D/6 MAX. CONNECTOR AT -DRIP LINE. 1 1 G520 COIL STR,AT' (UPLIFT CONNECTOR - SIDE OF POST AND BEAM �� I ' 5/8 IN. MIN. TO EDGE EACH RAFTER AND TYPICAL AT ALIL HEADER TO JACK �`� FLOOR J0157 - CENTER GUTS 5/8 IN. MIN. TO Ef 2E STUD (TYPICAL) CONNECTIONS) I.?" MIN. BEARING ON STUDS ALL STRAPPING TO BE INSTALLED Ib" O.G. KING C520 COIL (UPLIFT CONNECTOR - UNLESS OTHERWISE NOTED I RIOADE SNOW FENCE AND STUD TYPICAL AT ALL STUD TO BOTTOM PLATE I BALES OF HAY ALL AROUND '? 0/4 MAX. PLAN FOR SIZE AND TYPE �, 1 , NOTCH MUST NOT EXCEED O UPLIFT AND RIM JOIST CONNECTIONS) 12" MIN. TREATED AGQ WOOD POST. SEE FLOOR I -J TREES. � o'�© BEARING ON 5T'JC'5 t CONNECTOR I jI D 25 PERCENT OF STUD DEPTH, !!- ---------- Q REQUIRED SUEL POST SADDLEDDEPTH -- 8 � w � =• IF PERCENT 1. I AMFG'D BY SIMPSON ITEMBEDDED 12I/2IO AND NT II 11 II 1 CONCRETE WITH .�IMPSON ET (H16H 0, tiO 1 THEN STUD MUST BE DOUBLE AND NO I t t I t I I STRENGTH EPOkCI' ADHESIVE) AND FOR I 1 BORED HOLE SHALL i i I I I I I! i i MORE THAT TWO SUCCESSIVE STUDS _ o ° I - r1 I! i I I! 1-; TEMP 5 O F TO 40 F USE SIMP50N" AT (HIGH EXISTING GRADE � cj I 1 NOT BE LOCATED IN THE ARE DOUBLED AND 50 BORED v D/4 MAX. 5RENGTH ACRYLIC ADHESIVE) (TYPICAL AT SAME GR055 SECTION OF FLOOR J015T END GUTS OUT OR NOTCH IN STUD CORNERS OF BUILDING, AT ENDS OF SHEAR POURED CONCRETE PORCH. SEE WALLS, AND EACH 51DE OF SIDE DOOR OR FOUNDATION PLAN ' MAX. D FROM NOTGH I NC AND BORED HOLE LIMITATIONS FOR FRAM I NO AND UPLIFT WINDOW OPENINcGS OF 6'-O" WIDTH OR MORE) SUPPUORT EXTERIOR WALLS AND BEARINO WALLS GONNEGTION FOR WINDOW AND DOOR OPENINO L PORCH ROOF STAFFING DETAIL M TREE PROTECTION DETAIL NOT TO 50ALE NOT TO SCALE NOT TO SCALE NOT TO SCALE I N 1 I 1 D DOOR AND WINDOW HEADER 1 1 ALL STRAPPING TO BE INSTALLED Ib" O.G. FA5TENIN6 SCHEDULE D/3 MAX. I A CONTINUOUSLY CONNECTED PA4TH ROUGH OPENING FRAMING REOUIREMENT5 FOR WINDOW MUST BE PROVIDED FROM THE ST;.ID OPENIN65(IN ACCORDANCE WITH WOOD FRAME I 1 TOP PLATES TO THE GIRDER BELOW. CONSTRUCTION MANUAL tool EDITIo RAFTER/CEILING J015T5 (R502.7.1) NOTATION A 5 G D E F 02 QQ G520 COIL STRAP (UPLIFT CONNIECTOR - ROUGH OPENIN05 STUD TYPICAL AT ALL HEADER TO JAtCK 2'-0 2 a)2"x 4• 1 1 1 1 ti BORED HOLE MAX. CONNECTIONS) 12" MIN. BEARING ON 4'-0" 4 (U 2"x 4" 2 2 2 2 5 02 DIAMETER 60 PERCENT 5TUD5 ° OF STUD DEPTH 6'O" (2)2"x a° o HDUS (UPLIFT CONNECTOR) WITH 5/8" DIA. © IO MT550 UPLIFT CONNECTOR (TYPICAL) 6 OR 3 3 s 3 ® THREADED ROD EMBEDDED 12-1/2" INTO 5/5 IN. MIN. T'^ EDGE (U 2•x b• o® CONCRETE WITH "51MP50N" ET (HIGH G520 COIL STRAP (UPLIFT CONNECTOR - (2)2"x 4" ° ® STRENGTH EPDXY ADHESIVE) AND FOR ti D/3 MAX. TYPICAL AT ALL HEADER TO JA(SK a OR 3 3 s 5 o HDUS TEMP.'S O°F TO 40°F USE "SIMPSON" AT ti OO NOTCH MUST NOT EXCEEDGTIONS) 12TUDS SMIN10'-0" 10 (2)2"x 6" 4 4 4 4 (HIGH 5RENGTH ACRYLIC ADHESIVE) OO 40 PERCENT OF STUD DEPTH . BEARING ON 12'_0 5/8 IN. MIN. TO EDG1= STUDS 12 (:?);?-X6- 1545 a (TYPICAL AT CORNERS OF BUILDING, AT ® 5 o NornrloN. ENDS OF SHEAR WALLS) A-NUMBER OF 6d NAILS OEACH END OF STRAPPINB5(TABLE © •G HDU5 (UPLIFT CONNECTOR) WITH 15/8" DIA. 9.7,PAGE 157 t TABLE 6A PA6E 916) PRESERVATIVE-TREATED BARRIER B-NUMBER OF 51 U.STUDS-ON FLAT(DOES NOT APPLY 70 - NOTE: Z 15 MEASURED AS A BORED HOLES SHALL NOT BE ° THREADED ROD EMBEDDED 12-I,/2" INTO I DOORS)(TABLES 3.238,PAGE 193 O BORATED L THE SAME GROSS ` G-NUMBER OF FULL HE16Hr KIN&STUDS O EACH SIDE OF HORIZONTAL PROJECTION ON CONCRETE WITH 51MP50N' ET(FfI,uH THE BUILDING ROOF AND PIPE OR CONDUIT HEADER(TABLES 7.27G,PAGE 193 SECTION OF GUT OR NOTCH IN 5TRENGTH EPDXY ADHESIVE) AND FOR D-NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJAGEN7 '•°a ^�� 5 2 WALLS. TEMP.'S O°F TO 40°F USE "51MP5ON" AT KING SND r0 END OF HEADER O EACH 51DE(TABLE 3.1, u I I�.," p:� O CLIENT M 4STR0 STUD PACE 151)t (TABLE 6A,PAGE 916) �„-'�' •-e 2 IN. MIN. FROM TOP (H16H 5RENGTH ACRYLIC ADHESIVE) C-NUMBER OF JACK STUDS O EACH END OF HEADERS 2 ® © 5 DATE AND BOTTOM OF JOIST D (ACTUAL DEPTH) W (TYPICAL AT CORNERS OF E3UILDING AND (TABLES 322F,PAGE 191)ASSUME DOUBLE HEADER AT ENDS OF 5HEAR WALLS) F-NJUMBER AGK STUDS TO END OOF 16d NAILS F 91�LLA(9)EO EACH (ADJACENT 9 NOT ' O APPLY TO DOORS)(TABLES 3.6,PAGES 157)t (7ABL.E 6A, NOTGHINO AND BORED HOLE LIMITATIONS FOR PAGE 316) 5 5 titi DRwnBY sC GUTTINO NOTCHING AND DRILLING INTERIOR WALL5 AND NONSEARINO WALLS WINDOW AND DOOR OPENINO CONNECTION TYPES HOLD DOWN DETAIL p R > NOT TO SCALE ® NOT TO SCALE NOT TO SCALE O NOT TO SCALE ti Ld CHKV BY cf) DATE T1/f7/09 W TEE GU5T 5590 T100 110 120 130 140 150 cf) REVISIONS WIND SPEED 0-19-01- ° DUAL SLOP ROOF = DATE ISSUED NO STRAPPING REQUIRED ABU44 POST BASE 5/3/10 FOR PERMIT • ° ` HII�I�ATIC{�I' SUCTION PRESSURE (PSF)' � 9/3/10 REVISED AS WHEN COLLAR TIES ARE Ib" A55EMBLY ,•••° ° ZONE I 13.4 15.0 18.5 22.4 26.6 1 31.2 36.2 41.6 J NOTED O.G. �_ � J 6/1/11 ISSUED TO 6LDG DEPT 2" X 4" COLLAR TIES I6" O.G. WASHER 5UPPLIED WIT ZONE 2 25.5 25.9 35.7 43.2 51.4 60.4 70.0 b0.4 Q 8/28/T2 ISSUEDT09LDGDEPT ASSEMBLY a ZONE 3 33.'7 37.8 46.7 56.5 67.2 18.9 91.5 105.0 O •° a' 1/3 DOWN BETWEEN RIDGE I I ' • ® .F•° a ZONE 3 OVERHANG 41.9 47.0 55.0 70.1 83.5 98.0 113.6 130.4 AND CEILINF J015T5 I 1 1/2" 6ALV. ANCHOR BOL (MAIXIMUM HEIGHT ABOVE I i IMBEDDED IN POURED ? _ ZONE 4 14.5 16.2 20.1 24.3 25.9 33.9 39.3 45.1 ~ +* ++ ATTIC FLOOR NOT TO I CONCRETE SUPPORT PIER i s 4.. ° ZONE 5 17.9 20.1 24.5 30.0 35.6 41.5 1 45.5 55.7 EXCEED 4'-5") I 1 SIMPSON STRONG-TIE CIL, POURED CONCRETE PIER i SIMPSON STRONG-71E AC W17H Hl'S INSTALLED ECCQ-SDS2.5 VERIFY WITH POST I. THE DIMENSION, Z, 15 MEASURED A5 10% OF THE MINIMUM BUILDING DIMENSION, >- TO JOIST. INSTALL HE'S ON BACK SIDE OF AND BEAM SIZE SIMPSON STRONG-TIE SIMPSON STRONG-TIE BUT NOT LESS THAN 3 FEET. n ,JOB NO, BEAM. VERIFY WITH BEAM AND POST SIZES TYPICAL 2ND FLOOR DECK CBSQ-SDS2. VERIFY WITH POST SIZE 1-US - VERIFY WITH JOIST SIZE 2. TABULATED FRAMING LOADS ASSUME A BUILDING LOCATED IN EXF05URE B TYPICAL JOIST HANGER COLUMN CAP CONNECTION TYPICAL COL-UMN BASE CONNECTION TYPICAL JOIST HANGER WITH A MEAN ROOF HEIGHT OF 33 FEET. FOR BUILDINGS LOCATED IN OTHER (39=72 EXPOSURES, THE TABULATED VALUES SHALL BE MULTIPLIED BY THE APPROPRIATE: ADJUSTMENT FACTOR IN TABLE 1.1 QD Z SHEET NO. �i AIL ROOF RIDGE DETAIL G POST BASE DETAIL-ONLY FOR RETROFITS T TYPICAL DECK DETAILS ROOF AND WALL SHEATHING SUCTION LOADS V CL NOT TO SCALE `� NOT TO SCALE I NOT TO SCALE U NOT TO SCALE 0 - J J Q o ALLOWABLE HOLES - TJI ® JOIStS NAILING REQUIREMENTS NOTE: THIS DRAWING IS FOR REFERENCE � TJI®joists at bearings: Two 8d(2Y)box nails(1 each side), 1Yz SFE MANUFACTURES CURRENT SPECIFICATIO S T-1 minimum from end. I-1 Blocking panels rim foist or rim board to bearing plate: FOR ALL RELATED INFORMATION Backer block: Install tight to top flange (tight � O to bottom flange with face mount hangers), both r� � No field cut See Table A See Table B lYz"hole may be cut TJI®blocking panels or rim joist 1 Od(3")box nails at 6'�o.c. , �� ® vl J holes in See Table B sides of web with single TJI joists. Attach here in web out- Trus Joist rim board:Toenail with 10d(3")box nails at 6' o.c.or 4 -o length of „ g hatched See Table A BEAM TO BEAM side hatched zone DO NOT 16d{3Yz)box nails at 12 o.c. III 8 diameter maximum hole for zones cut or notch flange. Shear transfer.Connections equivalent to decking nail schedule. CONNECTION 4 reinforcement Z„ with ten IOd (3") box nails, clinched when possible. 4 � g on ane side at E2, 118 - 16 deep blocking panels; 0 O " Rim board, rim joist or closure to TJI ®� ist: both sides at E3 6 diameter maximum for Trus Joist Attach reinforcement to 0 6" O 6 13/"width or less:Two 10d(3")box nails,one each at top and blocking panels 92" deep or rim board joist with one 8d (22") bottom flange. L t 2 x q D 1 Lp 2 x L 2 D2 2%g"thru 2Y2'widths:Two 16d{3Yz")box nails,one each at top and shorter than 12" long. common nail at each 6" minimum minimum 6�: 6" bottom flange. Do not cut flanges. corner �• (applies to all holes 3/ width:Toenail joist to rim joist with one 10d(3')box nail each 0 except knockouts) Do not cut holes larger side of joist top flange. a 3" Trus Joist 12 length of 4 Table A - End Support than 1%"in cantilever DO NOT 2x4 minimum squash blocks: Two 10d(3')box nails,one each cut holes in cantilever at top and bottom flange. rim board reinforcement on pp Filler block' Nail with ten IOd (3') Minimum distance from edge sof hole to inside face of nearest end support reinforcement. one side at E50 W FLOOR NAILING REQUIREMENTS Attach reinforcement box nails, clinched. DEPTH TJI® ROTUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE i„ both sides at E6 III • TJI® joists at bearings: Two IOd (3') box or 12d (3'/q) box t0,JOtSt With $d (22 ) Use ten 16d (3/2 ) box Halls from 2" 3" 4" 16Y2' 87/8" 11" 13" 2" 3" 4" 6Y 87/e" 11" 13" — r Top flange nails (I each side), 1/z min'mnum from end, �� common nails at 6" on- each side with TJI®/ProT"' 550 joists. :� 1'-0" 1'-6" 2'-6" 4'-6" • Blocking panels, rim joist or rim board to bea-jng plate: hanger . ,O 110 1-0 1-6 2-0 5-o Face mount 2- � center. When reinforcing 210 1'-0" 1'-6" 2'-0" 5'-0" 1'-0" 2'-O" 2'-6" 5'-0" TJI®blocking panels or rim joist: lod (3') box nails of 6" on-center. V co 9Y2' 1-0 2-0 3-0 5-0 Trus Joist rim board: Toenail with lad (3') box nails at 6' hanger Face grain p `� both sides,stagger nails. Less than 5" 230 1'-0" 2'-D" 2'-6" 5'-6" � ,� � �� " " 360 11-6" 2'-0"1 3'-0" 6'-0" 1'-6" 21-6"1 T-6" 5'-6"1 1 on-center or I6d (3'') box nails at 12' on-center. horizontal ' I/ 110 1'-0" 1'-0" 1'-0" 2'-s" 5'-0" 1'-0" 1'-0" 1'-6" 4'-6" 6'-0" Shea'' transfer: C.ortwtions ecyivalent to decking nail schedule. �3 See current Trus Joist C C L With top flange hangers, backer block AAA---11A--- M 210 1'-0" 1 Lot, 1'-0" 2'-6" 5'-6" 1'-0" 1'-0" 2'-0" 5'-0" 6'-6" • Rim board, rim joist or closure to TJI®joist: EZ E3 E5 Eb NZ L0 literature for framing connectors required only for downward loads exceeding L0 113/s' 230 1'-0" 1'-0" 1'-0" 3'-0" '-0" 1'-0" 1'-0" 2'-0" 5'-6" T-0" uplift conditions /�' width or less: Two lad (3') box nails, one each at top 250 lbs or For 360 11-0" 1-0'I 1-0„ 4L6" 6T_O" ,� ,� 1-0 1-0 2L6" 6L6" 7L6" and bottom Flange. 560 1'-0" 1'-0" 1'-6" 5'-O" 8'-0" 1'-0" 2'-0" 3'-6" T-0" 8'-0" TJI®/Pro'"350 d 130T5 rim 'Dist: Two Ibd (3'�') box nails, • „ -, 1'-0" 1'-0" 1'-0" 3'-6" 6'-0" 8'-0" one each at top and bottom I!lange. 110 1-0 1-0 1'-0 1-0" 2-0' 5-0' 210 1'-0" 1'-0" 1'-0" ILv. 3'-0" 6'-0" 1'-0" 1'-0" 1'-o" 4'-0" 6'-6" 8'-6" TJI®/Pro"'550 rim joist: Toenail joist to rim joist with one 10d (3') Nail Trus Joist rim Attcchi reinforcement to 0 box nail each side of joist top Flange• board to blocking with jcis-r with one 8d (22") 6'-0" length of TJI® 8" diameter maximum hole for Option#1: p 14" 230 1'-0" 1'-0" 1'-0" 1'-6" 3'-6" 6'-6" 1'-0" 1'-0" 1'-0" 4'-0" T-0" 9'-0" „ „ „ „ „ 2x4 minimum swosh blocks: Two lod (3") box nails, one each at top Zrr ii ® N iso 1-0 1-0 1-0 2-s 5-0 s-o 1-0 1-0 1-0" 5-s a-o V-15" 2x4 bottom Flange. connections equivalent common nail at each joist reinforcement 118 - 16 deep blocking panels, Apply subfloor TJI Joist blocking with end 560 1'-0" 1'-o" 1'-0" 2'-6" 6'-0" 9'-0" 1'-0" 1'-0" 1'-6" 6'-6" 9'-0" 10'-0" to decking schedule corner and filler block. Use 6" diameter maximum for blocks installed at/joist 210 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 3'-6" 6'-0" 1'-0" 1'-0" 1'-0" 2'-6" 6'-6" 8'-0" 10'-6" adhesive to all 1 n ROOF NAILING REQUIREMENTS 4 -0 length with 92 1i contact surfaces _ m 230 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" 6'-6" 1'-0" 1'-0" 1'-0" 3'-0" 7'-0" 9'-0" 11'-0" blocking panels 92 deep or span locations using ' 16" 360 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 6'-0" 9'-0" 1'-0" 1'-0" 1'-0" 4'-0" 9'-0" 10'-0" 11'-0" • TJI® joists at end bearings: Two 10d (3') box or Bilocking panel between each and 118" TJI®joists. shorter than 12" long. p'n two Bd (22") 'a 560 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 6'-6" 10'-0" 1'-0" 1'-0" 1'-0" 5'-0" 10'-0" 11'-0" 12'-0" 12d (3y4") box nails (I each side), I%' minimum from end. joist. Nail to top plate with Do not cut flanges. .Q�S�S� box nails orLO • TJI® joists at intermediate bearings: 4" V. 8" 10" 12" 15'• 17" 4" 6" 8" 10" 12" 15" 17" Roof slopes less than 4'per foot: Two 10d (3") connections equivalent to �I3, '� 22" screws, r box or 12d (3YA) box nails (I each side). See detail R7. dlecking schedule. Trus Joist } 18" 360 1'-0" 1'-0" 1'-O" 2'-0" 5'-0" 10'-0" 1'-0' 1'-0" 5'-0" 10'-0" 11'-0' 13'-6" typical 560 1'-0" 1'-0" 1'-o" 1'-0" 5'-0" 11'-0" 1'-0" 1'-6" 6'-6" 11'-0" 12'-0" 14'-6" Roof slopes from 4' to 5"per foot: Four 10d (3') rim board z box or 12d (3'/') box nails (2 each side). See detail R74. \ 20" 360 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 7'-0" 10'-6" 1'-0" 1'-0" 2'-6' 8'-0" 11'-6" 14'-0" 15'-0" " 12" length of 4" Attach reinforcement Option#2: 560 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 7'-0" 11'-0" 1'-0" 1'-0" 4'-0" 9'-6" 12'-6' 14'-0" 15'-6" Roof slopes greater than 5°per foot: Four fOd (3') reinforcement on W box or 12d (3y') box mils (2 each side) plus o to joist web with 3 2X strapping installed at Support twist strop and backer block. See detail R75, one side at E7, Table B Intermediate or Cantileverp I I r 1 ki ariaplate! rows 10d (3"} common Y3 joist span locations Q Q p • Blocking s or Shea b oc ng to bearing d1 Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support TJI®joist blocking panels: IOd (3') box mils at 6' on enter. both sides at E8 nails at 6" on-center, using two 22" screws per ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Trus Joist rim board for $hear blocking: Toenail with 10d (3") box nails clinched. Use 2 rows Option#3: joist DEPTH TJI® at 6" on-center or 16d (3Yz') box nails at 12" on-center. `` O 2" 3" 4" 6Y2' 8%" 11" 13" 2" 3" 4" 6Y2' 8%8" 11" 13" Shear transfer: Connections equivalent to deck'mg nail schedule. with 91" and 117" directly applie ceiling w � > Less tinan 5" 2 � TJI• gists. 8 � 110 1•-6" 2'-s" 3'-0" 7'-6" V-6" 2'-6" T-6" 6'-6" �Q When specified on the layout, o 210 2'-0" 2'-6" 3'-6" 7'-6" 2'-0" 3'-0" 4'-0" 7'-0,. 9YE7 E$ E4 pgi one or more of the three bracing p 230 2-6 3-0 4-0 -0 8 2L6'1 31-011 4-6 7-6 1�� options shown must be installed I 360 3'-0° a'-o" 5'-6° s'-0° 3'-0" a'-s" 5'-s" a'-o" Not for use with 3 2 TJI ®joist flange widths p Q/ u 110 1'-0" 1'-0" 1'-6" 4'-0" 8'-0" 1'-0" 1'-6" 2'-6" 6'-6" 9'-0" CONNECTION OF MULTIPLE PIECES 210 1'-0" 1'-0" 2'-0" 4'-6" s'-o" 1'-0" 2'-0" 3'-0" 7'-s° 10'-0" OF TOP-LOADED BEAMS (1) 11'/8" 230 1'-O" T-0" 2'-s" 5'-0" 9'-6" 1'-0" 2'-6" 3'-6" 8'-0" 10-0" Web stiffeners I 8" diameter maximum hole for I 0 360 2'-0" 3'-0" 4'-0" 7'-0" 11'-0" 2'-0" 3'$" 5'-0" 9'-6" 11'-0" 13/4"Width Pieces: required each 7i LSTA24 (Simpson or USP) T 560 1'-6" 3'-0" 4'6" 8'-0" 12'-0" 3'-0" 4'-s" 6'-0" 10'-6" 12LO 11a - ,t n deep blocking panels; h 110 1'-0" 1'-D" 1'-0" 2'-0" 4'-6" 6'-0" 1-0" 1'-0" 1'-0" 5'-D" 9'-0" 12'-0" • Minimum of 3 rows 10d (3" x 0.128") nails at 12" o.c. side at E1W 6 strap with twelve lOd x 1%2" nails Nail through 2x_, wood backer and diameter maximum for 210 1'-0" 1'-0" 1'-0" 2'-6" 5'-0" 9'-0" 1'-0" 1'-0" 2'-0" 6'-0" 10'-G" 12'-6" 0 .. • Minimum of 4 rows 10d 3" x 0.128" nails at 12" o.c. blocking panels 91i dee or TJ110 joist web with 2 rows 10d BEARING AT WALL " 14" 230 1'-0" 1'-0" 1'-0" T-0" 5-6" 10'-0' 1'-0" 1'-0" 2'-6 6'-0' 10'-E' 13'-0' ( ) g p 2 p (3") common nails at 6" 360 1LO'.1 1'-0"I= 5'-15" 8'-6" 121-6" 1'-0" 2'-0" 4'-0" 9'-0" 12'-C" 14'-0" for 14" and deeper beams shorter than 12" long. 560 1'-0" 1'-0" 1'-6" 5'-s" 9'-6" 13'-6" 1'-0" 3'-0" 5'-0" 10'-0" 13'-E' 15'-0" Blocking on-center, clinched. Use Trus Joist rim board . • If using 12d 3%4' or larger nails the number � Do not cut flanges. 210 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 5'-6" 9'-6" 1'-0" 1'-0' 1'-0" 4'-s" 9'-E' 12'-6" 15'-6" g ( } g Strop nails: panel 16d (31/") nails with or blocking for lateral support ,r10 �: " " '- " " 1'-0" 5'-0" 1o'-E" 13'-0" 16'-0" of nailing rows may be reduced b one. Leave 2/�� 1 rr 0 joist 16" 230 1-0 1-0� ILO.I 1-s 4 0� 6-s 10-s� 1 0 1 0 g y y 8 3/ TJI 360 1'-o" 1'-0' 1'-0 3'-0" 6'-6 10'-0' 13'-6' 1'-0" 1-0" 2'-0" T-6" 13'-0" 14'-6" 17'-0" minimum end . f Ian a widths. 56D 1'-0" 1'-0" 1'-0" 2'-6" T-0" 11L61- 15'-0" 1'-0" 1'-0" 3'-6" 9'-0" 14'-6" 16'-0" 18'-0" distance, g 3Y2' Width Pieces: MicrollarrP LVL, typical " " " " 15" 17" 4" 6" 8" 10" 12" 15" 17" 4 6 8 10 12 / I � ���,'•yt,i,fi� , Trus Joist rim ' • Minimum of 2 rows 2" bolts at Parallar�i' PSL or % , ad „ 360 1'-0" 1'-0' 3'-0' 6'-0" 9'-0" 15'-0' 1-0" 4-0' 9'-0" 14'-0" 16'-6" 19L6" board y 16 560 1'-0" 1'-0" 2'-0" s'-o" 10'-0" 16'-6" 1'-0" s'-o" 11'-6" 16'6-1 13'-0" 20'-0" 24" o.c. staggered TimberStranl LSL Variable sloe joist hanger. Verif , /e,ity an depth limitations. �'��.� 360 1'-0" 1'-0" 1'-0" 3'-0" 6'-0" 11'-0" 15'-6-1 1'-0" 1'-6" 7'-0" 12'-6" 16'-6" 19'-0" 21'-0" capac ,, �� �� 20' " 1'-0" 1'-0" 1'-6" 5'-6" 12'-0" 16'-0" 1'-0" 3'-0" 8'-6" 14'-0" 17'-6' 19'x 11 20'-6" (1)Load must t e applied evenly across entire 560 1'-0 beam width.Otherwise, use connections for side-loaded beams. Straps are not required with slopes of 3" per foot or 1e55 Wood Rectangular holes based on measurement of longest side. backer �� 1 • Holes m ay be located vertically anywhere within the web. Leave Ye'of web(minimum)at top and bottom of hole. Additional nailing or bolting may be ��e� dSa�\� Parallarrf PSL or TimberStr` nd LSL column ° Knockouts are located in web at approximately 12"on-center; they do not affect hole placement. L6 required with side-loaded multiple-member 5 ti 12� G boa beams. Refer to current product literature. ° For simple span(5' minimum) uniformly loaded joists meeting the requirements of current Trus Joist product guides, one maximum size round hole may be located at the center of the joist span provided no other holes occur in the joist. ° Distances are based on the maximum uniform loads shown in current Trus Joist product guides. For other load conditions or hole 2x_stud WEB STIFFENER ATTACHMENT configurations contact your Trus Joist representative. wall at 16" Plate nail - 16d (32") box GIf?b: ALLOWABLE HOLES - Beams and Headers on-center at 12 on-center /83' minimum 2x diameter of the largest hole(minimum) � Floor panel nail - 8d (22"} 11z„ � 2�4' maximum Blocking panels Backer block: Install tight to bottom Flange (tight to top Y depth common at b" on-center T1hree 8d (22") box nails, may be required with Filler block: Attach flange with top flange hangers). i „ cllinched shear walls above or with ten 10d (3") box ( ") Fo_ Q _ � Allowed hole zone 1/4 Trus Joist below-see detail 81 Attach with ten IOd 3 box ° ° ° Cut only round holes and (Ir hree 1bd (32") box nails at nails, clinched. nails, clinched when possible. ° Y3 depth ° only in the center of beam. rim board 1 �� 3%" TJI®joist f lange widths) Use ten 16d (3%2") ROUND HOLE CHART 1/ box nails from span Allowed hole zone Y3 span Wzb stiffener each side, each side with LSTA18 strap nails: BEAM DEPTH MAXIMUM SIZE ND 12„ Toenail - 10d (3 ) box w See sizes below. TJI®/ProT" 550 joists. Leave 21/8-1 minimum 3/,, �. at 6 on-center f—+ Web stiffeners required end distance, typical For uniformly loaded beams only. 41 min. ° 3 „ Tii;;tit fit each side at B3W 5Y2 1 Y4 • Rectangular holes are not allowed. BEAM ON 7Y4'1 to 20" 2" W Web Size W Web StiffSize Variable slope joist hanger. Verify EN No holes in cantilevers. COLUMN CAP See illustration for Allowed Hole Zone Boundary nailing - Stiffener SStiffener cLiTE ASTRO ° 8d (22 ) common Install proper blocking to 12" 2" x 25/6' minimum 25/6' 7/" x Zig' minimum See FLOOR SPAN TABLES and capacity and depth limitations, Lli o DATE • No holes in headers or beams in plank orientation. at 4" on-center* support ort all panel ed es B3 B3W GENERAL NOTES in current N6 > pp p g 1%" %8 x 2 16' minimum 2 2" 1" x 25/6" minimum Trus Joist literature for exceptions Straps are not required with slopes of 31' per foot or lessLLJ A3.4 *See Trus Joist Framer's Pocket Guide W 2%6' 3/4' x 216 2" ' minimum 3 2x4 w Drzwn BY SIC Ctf GHK'D BY Trus Joist rim board for shear for additional installation specifications. Load bearing or shear wall above BIRDSMOUTN CUT blocking (between joists). Field BEARING FOR DOOR (must stack over wall below) I:: trim to match joist depth at DATE �ry 17io9 Allowed at low end of joist only = OR WINDOW HEADER P� 9 REVISIONS outer edge of wall or locate`,on Web stiffeners required Load from above Blocking panel IY DATE ISSUED wall to match joist depth. Strap per code if to if sides of hanger do not Bearing plate: J p p p p 9/3/10 REVISED AS laterally support at least Flush late with inside Beveled web —' / /� 1=o PE late is not continuous 2 2 2 over header % of TJI®joist top face of wall or beam %6' stiffeners on 6/1/11 NOTED ft-oGDEPT f lange i 16 both sides 8/28/12 ISSUED TO BLDG DEPT _V II 2 I •I Top flange 2 hanger 2x4 minimum Web stiffeners required O JOe NO. Maximum allowable V-cut TJI® rim joist Face mount squash blocks each side at BIW 09=72 hanger ��\ (� C5 2 Must have 1 /4 minimum joist Use 2x4 minimum squash blocks See FLOOR SPAN TABLES and ��� SHEET NO. A 3 Hl CS to transfer load around TJI BI BIW SB SHEAR BLOCKING and VENTILATION N3 GENERAL NOTES in current a� AM HOLES...Roof Only, bearing at ends �Z joist R5 � 2x4 block for o AV 111L soffit support � 9 a BU I LD I NC DEPARTMENT NOTES ' ' O >_ - D D Im-01 A HD __ N C O SNOW DATA WIND DATA SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD AIR FREEZING TN\/A]7p - DESIGN GAT. DE51ON UNDERLAYMENT HAZARDS INDEX 3 j, 03 -0 L-4 S-.1 ,-- -0 -.0 ..e-%=. ­0TEMP. REQUIRED w c _ WITHIN 2'-O" OF 1 GROUND SNOW 110 MPH G WEATHERING - SEVERE II -,UFFOLK EAVES NONE RIVERHEAD - 510 O [L LOAD 20 TERRAIN EXPOSURE B FR05T DEPTH - 36" 0 _' 595 D Q y(n'_�TD TERMITE - MOD TO HEAVY g� . _q "�q SOUTuLa%op 4W D Q SNOW EXPOSURE WIND BORNE DEBRIS _ II i xrn D- .VLL V H Tr:: W V 7" 9 B AREA DECAY - SLIGHT TO MOD - In 1.0 PARTIALLY EXPOSED ROOF I I SEE DETAIL SHEETS FOR NAILING SCHEDULES AND STRAPPING DETAILSX /y ��-p GONSTRUGTI ON NOTES THIS PROJECT CONFORMS TO THE 2007 RESIDENTIAL CODE OF THE STATE OF NEW YORK CONFORMS TO THE 2007 RESIDENTIAL CODE OF THE STATE OF NEW YORK II I' � GENERAL TREAD DEPTH PER R311.5.3.2 - THE MINIMUM TREAD DEPTH SHALL BE q INGHE5 (22q MM). THE TREAD DEPTH BUILDING PLAN REVit_r_J NOTE: u i II THE CONTRACTOR SHALL COMPLY WITH ALL CONSTRUCTION DOCUMENTS. CONTRACTOR SHALL BE ALL STRUCTURAL PLYWOOD SHALL MEET THE CONSTRUCTION USE AND APPLICATION STANDARDS OF THE SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREM05T PROJECTION OF 0 (� >- PROPERLY CERTIFIED and LICENSED FOR THIS PROJECT. AMERICAN PLYWOOD ASSOCIATION (APA) THE ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE GREATEST TREAD THE SEAL AND SIGNATURE OF THE DESIGN PROFESSIONAL HAS BEEN INTERPRETED AS AN ATTESTATION -1:1 DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH 0.5 MM). THAT, TO THE BEST OF THE LICENSEE'S BELIEF AND INFORMATION, THE WORK IN THE DOCUMENT 15: DO NOT SCALE DRAWINGS. FOLLOW DIMENSIONS AS SHOWN ON DRAWINGS. ALL METAL JOIST HANGERS AND OTHER METAL HANGERS SHALL BE CAPABLE OF HAN6ING LOADS AT WINDER TREADS SHALL HAVE A MINIMUM TREAD DEPTH OF 10 INCHES (254 MM) MEASURED AS ABOVE AT A -ACCURATE --ll-- SCOPE OF THIS WORK IS INDICATED ON THE DRAWINGS AND THESE NOTES. CONNECTING POINTS. INSTALLATIONS BE BY TECO CONNECTORS AND SIMPSON OR APPROVED EQUAL. THEY POINT 12 INCHES (305 MM) FROM THE SIDE WHERE THE TREADS ARE NARROWER. WINDER TREADS SHALL -CONFORMS WI's!! GOVERNING CODES APPLICABLE AT THE TIME OF SUBMI55ION SHALL SHALL BE IN STRICT CONFORMANCE WITH MANUFACTURES SPEC,IFI CATIONS AND RECOMMENDATIONS HAVE A MINIMUM TREAD DEPTH OF b INCHES (152 MM) AT ANY POINT. WITHIN ANY FLIGHT OF STAIRS, THE -CONFORMS WITH REASONABLE STANDARDS OF PRACTICE AND WITH VIEW TO THE SAFEGUARDING OF CONTRACTOR SHALL OBTAIN AND PAY ALL FEES, PERMITS, DEPOSITS FOR UTILITIES REQUIRED FOR THE AND THE RESIDENTIAL CODE OF THE STATE OF NEW YORK 3 y Ln PROJECT EXCEPT FOR THE BUILDING PERMIT. GREATEST WINDER TREAD DEPTH AT THE 12 INCH (305 MM) WALK LINE SHALL NOT EXCEED THE SMALLEST LIFE, HEAL';"t1, PROPERTY AND PUBLIC WELFARE, ALL WALLS, FLOORS AND CEILING SURFACES NEW OR EXISTING SHALL BE PATCHED AND OR FINISHED TO BY MIORE THAN 3/8 INCH 0.5 MM). -15 THE RESPONSIBILITY OF THE LICENSEE WORK SHALL CONFORM TO ALL RULES AND REGULATIONS OF APPROPRIATE AGENCIES HAVING I MATCH EXISTING SURFAGES DESIGN NOTES: JURISDICTION LIGHTING OUTLETS ADDITIONAL LOCATIONS SECTION E3803.3 'i l II CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRIS FROM THE JOB 517E AND LEAVE THE FACILITY IN ALL WALLS AND CEILINGS TO BE TAPED AND SPAGKLED 3 GOATS. PAINT AS SELECTED BY OWNER. AT LEAST ONE WALL-SWITCH-CONTROLLED LIGHTING OUTLET SHALL BE INSTALLED TO PROVIDE ENERGY NOTESN -4 1� INSTALL MOISTURE RESISTANT GYP BD IN ALL NET AREAS ILLUMINATION ON THE EXTERIOR 51DE OF EACH OUTDOOR EGRESS DOOR HAVING GRADE LEVEL ACCESS, I. WOOD FRAMED FL:):QRS, WALLS AND CEILINGS SHALL HAVE AN APPROVED VAPOR BARRIER (PERMEANCE A BROOM GLEAN CONDITION. ALL GLASS SHALL BE THOROUGHLY GLEANED AT THE COMPLETION OF INGLUIDING OUTDOOR EGRESS DOORS FOR ATTACHED GARAGES AND DETACHED GARAGES WITH ELECTRIC RATING OF 1.0 PERI-0 !N5TALLED ON THE "WARM IN WINTER" SIDE OF THERMAL INSULATION. L cn CONSTRUCTION. ANY PAINT SPECS AND OR CONSTRUCTION MARKS SHALL BE REMOVED FROM ALL FINISHED ALL TJI'S TO BE BY TRU55 JOIST,GEORGIA PACIFIC OR APPROVED EQUAL POWER. 2. WINDOWS AND 5Li 'iNG DOORS 5HALL HAVE A MAX. AIR INFILTRATION RATING OF 0.3 CFM PER SQUARE SURFACES LANDINGS FOR STAIRWAYS PER 8311.5.4 FOOT OF WINDOW Ar FA. SWINGING DOORS SHALL HAVE A MAX. AIR INFILTRATION RATE OF 0.5 CFM PER 0/_ L_f) THIS BUILDING 15 LOCATED INA TIO F N WIND ZONE AND 15 DESIGNED IN ACCORDANCE WITH THE 2001 DEMOLITION A5 PER DEMOLITION PLANS SQUARE FOOT OF D�)�?R AREA. RESIDENTIAL GODS OF THE STATE M H W YORK AND THE WOOD FRAME ACCORDANION 41TH TH -WFGM THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH STAIRWAY. 3. ALL FIREPLACES ,! TLL. BE PROVIDED WITH A DAMPER FOR OUTSIDE COMBUSTION AIR 150-200 CFM. ALL1-0 FINISHES EXCEPTION: A FLOOR OR LANDING I5 NOT REQUIRED AT THE TOP OF AN INTERIOR FLIGHT OF STAIRS, FLUES SHALL HAVE 113HT SEATED DAMPER WITH A MAX. AIR LEAKAGE OF 20 CFM. ALL FIREPLACES .4 2001 EDITION AS SELECTED BY OWNER PROVIDED A DOOR DOES NOT SWING OVER THE STAIRS. SHALL HAVE TIGHT- I TTING NON-COMBUSTIBLE DOORS. .3 SITE WORK: CLEAR AND GRUB CONSTRUCTION AREA OF ALL ORGANIC MATERIAL AND FILL WITH GLEAN INSULATION A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE GREATER THAN 12 FEET (3658 MM) BETWEEN 4. THE CONTRACTOR`. SHALL SUBMIT THE DESIGN, SIZE AND TYPE OF MECHANICAL SYSTEMS WHICH WILL BE SAND TO ELEVATION OF BOTTOM OF SLAB. SURFACE MATERIAL MAY BE USED FOR FILL OF LANDSCAPED PROVIDE FIBERGLASS INSULATION PLUS VAPOR BARRIER IN WALLS, CEILINGS, FLOORS AND WHERE NOTED FLOOR LEVELS OR LANDINGS. USED, IN SUFFIGIENT F.,.=-TAIL, AS REQUIRED BY THE BUILDING DEPARTMENT. AREAS OF THE SITE. FILL BROUGHT TO TH15 51TE SHALL BE NON CONTAMINATED SOIL. THE WIDTH OF EACH LANDING SHALL NOT BE LESS THAN THE STAIRWAY SERVED. EVERY LANDING SHALL 5. ALL THERMOSTAT,:' .SHALL BE ADJUSTABLE FROM 55 DEGREES TO 85 DEGREES FAHRENHEIT. ON DRAWINGS, INCLUDING CEILING BETWEEN GARAGE AND HOUSE. FOLLOW MANUFACTURER'S INSTRUCTIONS HAVE A MINIMUM DIMENSION OF 36 INCHES 014 MM) MEASURED IN THE DIRECTION OF TRAVEL. b. ALL DUCTS AND RPE5 SHALL BE INSULATED AS REQUIRED BY CODE. FOR PROPER USE 1. HVAG GONTRAGT0i SHALL VERIFY HEAT L055 CALCULATIONS. co O CONCRETE HANDRAILS PER 8311.5.6 ALL FOUNDATION WALLS AND FOOTINGS SHALL BE CAST ON SOLID APPROVED BEARING SOIL, SEE CHART DOORS AND WINDOWS 0. WITH A MINIMUM DEPTH OF 3'-O" BELOW GRADE. SOIL SHALL BE UNDISTURBED VIRGIN SOIL NCLUDE FRAMES, TRIMS, EXTENSION JAMBS, SILLS, HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT 'II WITH FOUR OR MORE RISERS. SAFETY GLASS REQUIREMENTS PER 8308.4 Gi 4 DOORS AND WINDOWS SHALL BE COMPLETE AND SHALL I 0� ALL FOUNDATION WALLS AND FT65 SHALL BE POURED CONCRETE STOOLS, CASINGS, SCREENS, HARDWARE, ETC 0 SAFETY GLA55 REQUi�ZED AT THE FOLLOWING LOCATIONS: `-- " UNLESS SHOWN OTHERWISE,CONCRETE 5LAB5 SHALL BE 4" THICK,SET ON 4' THICK GRAVEL BED, WITH WINDOWS AND EXTERIOR DOORS SHALL BE ADEQUATELY FLASHED AT HEADS AND PROPERLY CAULKED HEIGHT PER R311.5.6.1 - HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING I. ANY GLAZING 114 ANY DOOR TYPE N b" X b', 10/10 WELDED WIRE MESH REINFORCING. AND WEATHERSTRIPPED. ALL GLAZING SHALL BE LOW-E, DOUBLE-PANED. ALL WINDOWS TO BE ANDERSON THE TREAD NOSING, OR FIN15H SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES (Sb4 MM) 2, GLAZING IN Ai i WALLS ENCLOSING A SHOWER, TUB, SAUNA OR STEAM ROOM.* N OR EQUAL AND NOT MORE THAN 38 INCHES N65 MM). 3. ANY WINDOWS eisIiTHIN 24" OF A DOOR." N 4. ANY INDIVIDUAL. PANE OF 6LA55'WITH AN AREA GREATER THAN q.0 5Q. FT. WHERE THE BOTTOM 15 N THIS PROJECT HAS 2,000 P5F LOAD BEARING PRESSURE n ONLY IN WIND BORNE DEBRIS AREA-SEE CHART ABOVE: CONTINUITY PER 8311.5.6.2 - HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF LESS THAN IS" A1?OVE THE ADJACENT FINISH FLOOR WITHIN 3b" OF THE WINDOW. r FURNISH AND PLACE IN THE STORAGE ROOM, PAINTED WOOD STRUCTURAL PANELS, 1/I60" MIN THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE 5. GLAZING IN WALLS OF SPAS, HOT TUBS OR INDOOR POOLS WITHIN 5'-O" OF THE WATER.« �I >_TABLE R401.4.t THICKNESS WITH A MAXIMUM SPAN OF 8 FT. FOR ALL GLAZED OPENINGS AT ALL WINDOWS. PANELS LOWEST RISER OF THE FLIGHT. HANDRAIL EN05 SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS b. GLAZING IN STAIRWAYS AND LANDINGS WITHIN 3'-O" HORIZONTALLY OF A WALKING SURFACE.* _ PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALSA SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH 2-1/2" #b SCREWS, Ib" O. G. FOR SPANS < 4 OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL 5HALL HAVE A SPACE OF NOT LE55 THAN 1 1/2 d Q FT, 12" O.G. FOR SPANS < b FT., AND q" O.G. FOR SPANS < 8 FT. AT ALL WINDOWS. INCH (38 MM) BETWEEN THE WALL AND THE HANDRAILS. * THE REQUIREMENT GOES NOT APPLY IF THE BOTTOM EDGE OF THE GLA55 15 MORE THAN 60" ABOVE THE 3 . ILOAD-BEARING PRE55URE FLOOR, d GLASS OF MATERIAL ((POUNDS PER SQUARE FOOT) FIRE STOPPING EXCEPTIONS: W CRYSTALLINE BEDROOK 12,000 PROVIDE FIRE STOPPING AS PER THE 2001 RESIDENTIAL CODE OF NEW YORK STATE. FIRE STOP I. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TURN. d CONGEALED SPACES WITHIN WALL,CEILING, PARTITION, FLOOR, STAIR,ATTIC OR CORNICE CONSTRUCTION 2. THE USE OF A VOLUTE, TURNOUT,STARTING EASING OR STARTING NEWEL SHALL BE ALLOWED OVER ASPHALT ROOF SHINCL E NOTES 0) SEDIMENTARY AND FOLIATED ROCK 4,000 AND AROUND CHIMNEY, PIPE AND DUGT OPENINGS IN SUCH GONSTRUGTION, SHALL BE FIRESTOPPED OR THE LOWEST TREAD. FILLED WITH NON COMBUSTIBLE MATERIAL TO PREVENT THE PA55AGE OF FLAME, SMOKE, FUMES AND HOT ASPHALT ROOF SHINGLES SHALL HAVE SELF-SEALING STRIPS OR SHALL BE INTERLOCKING AND SHALL `` I SANDY GRAVEL AND OR GRAVEL 3,000 GASES. FIRE STOPPING OR FILL SHALL BE NONFLAMMABLE MATERIAL WHICH CAN SHAPED, FITTED AND COMPLY WITH THE REc�UIREMENTS OF ASTM D-225 OR D-34b2 l- (GW AND GP) GUARDS PER SECTION 8312 PERMANENTLY SECURED IN POSITION. FIRE STOP CONGEALED VERTICAL SPACES IN WALLS AND ALL FASTENERS FOR.hSPHALT ROOF SHINGLES SHALL BE GALVANIZED STEEL, STAINLESS, ALUMINUM, OR 0 HI PARTITIONS SHALL BE BE FIRESTOPPED AT EACH FLOOR LEVEL AND AT THE CEILING OF THE UPPERMOST GUARDS REQUIRED PER R312.1 COPPER ROOFING NA'I.S. FASTENERS SHALL BE MINIMUM 12 GAGE SHANKED WITH A MINIMUM 3/8" DIA. SAND,SILTY SAND, CLAYEY SAND, STORY,50 THAT SUCH SPACES WILL NOT BE CONTINUOUS FOR MORE THAN ONE STORY OR COMMUNICATE PORCHES, BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE THAN 30 INGHE5 (Nb2 MM) ABOVE THE HEAD, AND OF SUFFICIENT LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND THE SHEATHING. m 4 SILTY GRAVEL AND CLAYEY GRAVEL 2,000 WITH CONGEALED HORIZONTAL SPACES IN THE FLOOR OR ROOF CONSTRUCTION. SPACE BETWEEN FLOOR FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LE55 THAN 36 INCHES (ql4 MM) IN HEIGHT. OPEN SIDES o (5W,5P,5M,SG)sM,G6) JOISTS WITH CEILINC75 ATTACHED DIRECTLY TO THE JOISTS SHALL BE FIRESTOPPED FOR THE FULL DEPTH OF STAIRS WITH A TOTAL RISE OF MORE THAN 30 INCHES 062 MM) ABOVE THE FLOOR OR GRADE BELOW ASPHALT ROOF SHINE:'-ES SHALL HAVE THE MIMIMUM NUMBER OF FASTENERS AS REQUIRED BY THE O CLAY, SANDY CLAY, SILTY CLAY, OF THE JOISTS AT ALL POINTS OF SUPPORT, UNDER SUPPORTED WALLS AND PARTITIONS HAVING A SHALL HAVE GUARDS NOT LESS THAN 34 INCHES (8b4 MM) IN HEIGHT MEASURED VERTICALLY FROM THE MANUFACTURER. CLAYEY SILT, SILT AND SANDY SILT 1,500 B REQUIRED FIRE- RE515TANCE RATING NOSING OF THE TREADS. ( Y ( GL, ML,MH AND GH) PORCHES AND DEGKS WHICH ARE ENCLOSED WITH INSECT SCREENING SHALL BE PROVIDED WITH GUARDS FOR NORMAL APPLIG':TIONS, ASPHALT ROOF SHINGLES SHALL BE SECURED TO THE ROOF WITH NO LE55 U 0 FIRE STOP CONGEALED SPACES WITH WOOD FRAMED WALLS AND PARTITIONS AT EACH FLOOR LEVEL WHERE THE WALKING SURFACE IS LOCATED MORE THAN 30 INCHES ('762 MM) ABOVE THE FLOOR OR GRADE THAN FOUR (4) FASTEIIERS PER STRIP 5HINOLE OR TWO (2) FASTENERS PER INDIVIDUAL SHINGLE. IY FOR 51: 1 POUND PER SQUARE FOOT = 0.041q KN/M' AND AT THE CEILING LINE OF THE TOP STORY. WHERE FIRE STOPS ARE NOT AUTO- MATIGALLY PROVIDED BELOW. BY THE FRAMING SYSTEM USED, USE CLOSELY FITTED WOOD BLOCKS SAME WIDTH AS FRAMING MEMBERS ASPHALT STRIP 5HIN6,-E5 SHALL HAVE A MINIMUM OF SIX (b) FASTENERS PER SHINGLE WHERE THE EAVE 15 F_ A. WHEN SOIL TESTS ARE REQUIRED BY SECTION R401.4, THE ALLOWABLE BEARING CAPACITIES OF THE 6UAFZD OPENING LIMITATIONS PER 8312.2 20 FEET OR HIGHER ABOVE GRADE OR WHERE THE BASE WIND SPEED IS 120 MPH OR GREATER. I ll� SOIL SHALL BE PART OF THE RECOMMENDATIONS MISCELLANEOUS REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED FLOOR AREAS, BALCONIES AND PORCHES u0 PROVIDE GUTTERS AND LEADERS AND GRADE SOIL TO DRAIN AWAY FROM HOUSE. PROVIDE DRYWELLS AS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES WHICH DO NOT ALLOW PASSAGE OF A MISCELLANEOUS CON:: ':i),.TION NOTES B. WHERE IN PLACE SOILS P41TH AN ALLOWABLE BEARING CAPACITY OF LE55 THAN 1500 P5F ARE LIKELY PER LOCAL TOWN CODES. COLOR AS SELECTED BY OWNER SPHERE 4 INCHES (102 MM) OR MORE IN DIAMETER. `h' h ALL CONCRETE WORK�� ALL CONFORM TO REQUIREMENTS AND RECOMMENDATIONS OF AGI-501-qb 0 IN BE PRESENT AT THE SITE, THE ALLOWABLE BEARING CAPACITY SHALL BE DETERMINED BY A SOILS IN KITCHENS, PROVIDE APROPERLY-SIZED EXHAUST FAN, DISCHARGING TO THE OUTDOORS. INVESTIGATION � EXGE PTIONS: "SPEGIFIGATIONS FORof ZUGTURAL CONCRETE FOR BUILDINGS" REINFORCING STEEL SHALL CONFORM TO N IN BATHROOMS, PROVIDE A MEDICINE CABINET AS 5ELEGrJTED BY OWNER. ;. THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD AND BOTTOM RAIL OF A GUARD AT THE ASTM A-615 GRADE > - TABLE R402.2 PROVIDE 5/8" FIRE CODE GYPSUM BOARD ON CEILING ABOVE HEATING UNITS AND WALLS. OPEN SIDE OF A STAIRWAY ARE PERMITTED TO BE OF SUGH A 51ZE THAT A SPHERE b INCHES (152 MM) `.ANNOT PA55 THROUGH. ALL STEEL WORK SH:=• ' '.ONFORM TO THE REQUIREMENTS OF THE AISG "SPECIFICATIONS FOR DESIGN, MINIMUM SPEGIFIED COMPRESSIVE STRENGTH CONCRETE THE OWNER AND CONTRACTOR HAVE THE RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE CODES, LAWS, 2. OPENINGS FOR REQUIRED GUARDS ON THE 5IDE5 OF STAIR TREAD5 5HALL NOT ALLOW A SPHERE 4 FABRICATION AND EM.('.TION OF STRUGTURAL STEEL FOR BUILDINGS". STEEL SHALL CONFORM TO ASTM MINIMUM SPECIFIED COMPRESSIVE STRENGTHA (F'c) RULES AND REGULATIONS IN THE CONSTRUCTION OF THIS PROJECT AND TO VERIFY ALL DIMENSIONS, 3/8 INCHES (ION MM) TO PA55 THROUGH. A-512(GRADE 50) ANCI A- OI CATIONS OF MATERIALS AND THE LOAD-BEARING CAPACITY OF THE SOIL PRIOR TO START OF WORK. ALSO, VERIFY TYPE OR LO CONCRETE LOCATIONS CONSTRUCTION NEGLIGIBLE MODERATE SEVERE ALL CONDITIONS FOR WORKABILITY. THE ARCHITECT WILL NOT ENGAGED IN THE SUPERVISION OR ALL ELECTRICAL WOF 5HALL CONFORM TO LOCAL NECNEG AND UNDERWRITERS LABORATORY INSPECTION OF THIS PROJECT DURING GONSTRUGTION. THE CONTRACTOR SHALL COMPLY WITH THE ELECTRICAL NOTES: REQUIREMENTS. BASEMENT WALLS, FOUNDATIONS AND OTHER 2,500 2,500 2,5006 CONTENTS OF THE SPECIFICATIONS FOR THESE DRAWINGS CONCRETE NOT EXPOSED TO THE WEATHER THE tSGOPE OF THE ELECTRICAL WORK ENCOMPASSES An OPERATING ELECTRICAL SYSTEM A5 INDICATED PRE-FABRICATED i IRkf i i C,155 AND FLUES 5HALL BE UL APPROVED. SMOKE ALARMS AND CARBON MONOXIDE ALARMS ON THE DRAWINGS AND NOTED HEREIN. IT 15 NOT THE INTENT OF THESE DRAWINGS TO SHOW EVERY MINOR BASEMENT SLABS AND INTERIOR 5LAB5 ON 2,500 2,500 2,500 G SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: OET/AIL OF CONSTRUCTION. IT 15 THE RESPONSIBILITY OF THE ELECTRICAL CONTRAGTOR TO SECURE AND INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS IN ACCORDANCE WITH ALL STATE AND 1 GRADE, EXCEPT GARAGE FLOOR SLABS I. IN EACH SLEEPING ROOM. PAY FOR ALL REQUIRED ELECTRICAL PERMITS AND PROVIDE ALL NECESSARY LABOR, MATERIAL AND AND LOCAL CODE REQUIREMENTS. BASEMENT WALLS, FOUNDATION WALLS, 2,500 3,0000 3,0000 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS EQUIPMENT TO GONFORM TO THE INTENT OF THE SCOPE OF WORK. THE ELECTRICAL INSTALLATION SHALL I EXTERIOR WALLS AND OTHER VERTICAL 3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS BUT NOT INCLUDING CRAWL COMPLY WITH ALL RULES,AND REGULATIONS OF THE NATIONAL ELECTRIC CODE (NEC.), LOCAL BUILDING THE OWNER SHALL ARRANGE FOR SUPERVISION OF THE CONSTRUCTION WORK TO INSURE COMPLIANCE WITH CONCRETE WORK EXPOSED TO THE WEATHER SPACES AND UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND CODE AND THE REGULATIONS OF THE PUBLIC UTILITY COMPANY FURNISHING PRIMARY SERVICE. THE CONTRACT DOGUIfi-NTS, PORCHES, CARPORT 5LA55 AND STEPS O,E D,E WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE EXPOSED TO THE WEATHER AND GARAGE 2,500 3,000 3,500 UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS ALL MATERIALS, EQUIPMENT, DEVICES, ETC. UTILIZED IN THE WORK, SHALL BE UNDERWRITERS LABORATORY FLOOR 5LAB5 LE55 THAN ONE FULL STORY BELOW THE UPPER LEVEL. (UL) ]LISTED AND SHALL BEAR THE UL LABEL. ARCHITECT'S CERTIFIC•r_T'ON I THIS ARGHITEII - HEATING AND VENTILATING SYSTEM SHALL BE DESIGNED BY A MECHANICAL ENGINEER GT GERTAND J�FIE5 THAT TO THE BEST OF HIS KNOWLEDGE, INFORMATION, BELIEF CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: FOR 51: I POUND PER SQUARE INCH = 6 8q5 KPA I. WITHIN EACH DWELLING UNIT ON ANY STORY HAVING A SLEEPING AREA PROFESSIONAL JUDGEMENT, THE PLANS ARE IN COMPLIANCE WITH APPLICABLE REQUIREMENTS OF THE II 2. ON ANY STORY OF A DWELLING UNIT WHERE FUEL-FIRED APPLIANCES AND EQUIPMENT, SOLID-FUEL PLUMBING 5Y5TEM NOTES: RESIDENTIAL GODS E NEW YORK STATE INCLUDING THE ELECTRICAL GODS DIVISION, CHAPTER 33 N A. AT 28 DAYS P51 BURNING APPLIANCES AND EQUIPMENT, FIREPLACES OR ATTACHED GARAGES ARE LOCATED. A THROUGH 42 AND THE NERDY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. B.SEE TABLE R301.2(I) FOR WEATHERIN& POTENTIAL CARBON MONOXIDE ALARM INSTALLED ON ANY STORY OF A DWELLING UNIT HAVING A SLEEPING THE SCOPE OF THE PLUMBING WORK ENCOMPASSES an OPERATING PLUMBING SYSTEM CONSISTING OF FREEZING AND THAWING DURING AREA SHALL SUFFICE FOR THAT STORY WHERE FUEL-FIRED APPLIANCES AND EQUIPMENT, SOLID FUEL DRAINAGE, WASTE AND VENT PIPING, HOT AND GOLD WATER DISTRIBUTION SYSTEM,AND PLUMBING FIXTURES THIS ARCHITECT CERT'-'!ES THAT TO THE BEST OF HIS KNOWLEDGE, INFORMATION, BELIEF, AND w G. CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO BURNING APPLIANCES AND EQUIPMENT, FIREPLACES OR ATTACHED AUTOMOTIVE PARKING GARAGES COMIPLETE WITH TRIM AND TRAPS. TIE INTO EXISTING PLUMBING LINE AS REQUIRED PROFE55IONAL JUDGE`1ENT, THE PLANS"ARE IN COMPLIANCE WITH APPLICABLE REQUIREMENTS OF THE CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTED RE ALSO LOCATED MECHANICAL CODE OF NY STATE, CHAPTERS 12 THROUGH 24 AND THE PLUMBING CODE OF NY STATE, D. GONGRETE SHALL BE AIR ENTRANED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) ARE WHERE MORE THAN ONE CARBON MONOXIDE ALARM IS REQUIRED TO BE INSTALLED WITHIN AN ALL WORK SHALL CONFORM TO THE APPLICABLE PLUMBING CODES, AND ALL PERTINENT LOCAL CHAPTERS 25 THROUG) 32. - SHALL NOT BE LE55 THAN 5 PERCENT OR MORE THAN N PERCENT 5.INDIVIDUAL DWELLING UNIT, THE ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE REOULATIONS APPLICABLE TO THIS SECTION. PROVIDE ALL REQUIRED PERMITS AND OBTAIN ALL - I I' ll E. SEE SECTION 8402.2 FOR MINIMUM GEMENT CONTENT INSPECTIONS AND PAY SUCH FEES A5 MAY BE THEREBY INCURRED. PERFORM OR OBTAIN ALL TESTS AS ' ACTUATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS IN THE INDIVIDUAL UNIT. THE ALARM TI SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER BACKGROUND N015E LEVELS WITH ALL MAY' BE REQUIRED, SUPPLYING ALL LABOR AND INSTRUMENTS NEEDED AND PAY SUCH COSTS INCURRED. I SE DRAWINGS, PRE-ARED FOR THE SPECIFIC PROJECT INDICATED IS AN INSTRUMENT OF SERVICE AND TABLE 3.28 INTERVENING DOORS CLOSED GIVE CAREFUL CONSIDERATION TO THE WORK OF OTHER TRADES AND ORGANIZE THE WORK 50 THAT IT THE PROPERTY OF GU4TOM DESIGNED RESIDENCES. INFRINGEMENT OR ANY USE.OF THESE DRAWING FOR 1 . 110 120 WILL NOT INTERFERE WITH THE OTHER TRADES. EXAMINE THE 51TE AND PLANS AND BE FULLY INFORMED ANY OTHER PROJECT JR OWNER,OTHER THAN THOSE INDICATED ON THESE DRAWINGS 15 PROHIBITED. ANY THREE SECOND GUST WIND SPEED (IMPH) LIGHT,VENTILATION - SECTION R303 REGARDING LIMITATIONS OF SPACE AVAILABLE FOR INSTALLATION OF ALL EQUIPMENT AND MATERIALS AS ALTERATION OR REPki)PUGTION OF THIS DOCUMENT IS ALSO PROHIBITED BY LAW, WITHOUT THE WRITTEN BOTTOM PLATE TO FOUNDATION 123,4 HABITABLE ROOMS: ALL HABITABLE ROOMS 5HALL BE PROVIDED WITH AGGREGATE GLAZING AREA OF ANCHOR FOUNDATION SUPPORTING MAXIMUM ANCHOR BOLT SPACING (1N)' ' WELL AS ALL CONDITIONS REGARDING SERVICE CONNECTIONS, GRADE, GROUND CONDITIONS AND ALL CONSENT OF THE ABOVE SAID ARCHITECT. NOT LE55 THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. NATURAL VENTILATION SHALL BE FACTORS INVOLVED IN THE COMPLETION OF THE WORK MECHANICAL PER MI-7c'3 BOLT CONNECTION RESISITING THROUGH WINDOWS, DOORS, LOUVERS OR OTHER APPROVED OPENINGS TO THE OUTDOOR AIR. SUCH 5/8" TYPE 'X' GYPSUM 30ARD AT WALLS 4 CEILING OF UTILITY. PROVIDE 3/4 HR. FIRE RATED DOOR. II LATERIAL AND SHEAR LOADS 1/2"ANCHOR BOLTS OPENINGS SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READILY CONTROLLABLE FURN415H AND INSTALL ALL SLEEVES, HANGERS, INSERTS, ANCHORS AND APPURTENANCES AS MAY BE PROVIDE FRESH AIR RJR MECH. TWO OPENINGS - ONE WITHIN 12" OF CEILING 4 ONE WITHIN 12" OF FLOOR. 1 q 1-3 STORIES 30" BY THE BUILDING OCCUPANTS. THE MINIMUM OPERABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF REQUIRED FOR PROPER EXECUTION AND FUNGTIONING OF THE PLUMBING SYSTEM. EA. OPNG. TO HAVE I"50, INCH PER 2,000 BTU/H OF TOTAL INPUT OF ALL APPLIANCES IN SPACE. UPPER 5/8' ANCHOR BOLTS I THE FLOOR AREA BEING VENTILATED. BATHROOMS SHALL BE 3 SF OF GLAZING WITH ONE HALF OF WHICH OPENING DUCT TO BE LEVEL OR VERTICAL. > 45" MUST BE OPERABLE. THE GLAZED AREAS SHALL NOT BE REQUIRED WHERE ARTIFICIAL LIGHT AND ALL PIPING SHALL BE INSTALLED TO PROVIDE FOR EXPAN51ON AND CONTRACTION WITHOUT STRESSING . 1-3 STORIES MECHANICAL VENTILATION SYSTEMS ARE PROVIDED. PIPE!OR EQUIPMENT. HORIZONTAL DRAINAGE AND VENT PIPING SHALL BE GRADED AT A MINIMUM OF 1/8" PER FT INTO THE SYSTEM. VERTICAL PIPING 5HALL BE PLUMBED IN TWO DIRECTIONS. PROVIDE NON i PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE A-3.2 BATHROOM LIGHT AND VENTILATION 8303.3 GON!DUGTING UNIONS WHENEVER CONNEGTING DISSIMILAR METALS IN THE PIPING SYSTEM. MECHANICAL ELEGTRI'.AL PER M1305.1.3.1 0 2 WHEN ANCHOR BOLTS ARE USED TO !RESIST UPLIFT, LATERAL AND SHEAR LOADS THE MAXIMUM ANCHOR BATHROOMS,WATER CL05ET COMPARTMENTS AND OTHER SIMILAR ROOMS SHALL BE PROVIDED WITH ALIGHTING FIXTURE CONTROLLED BY A SWITCH LOCATED AT'THE REQUIRED PASSAGEWAY OPENING AND BOLT SPACING SHALL NOT EXCEED THE LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS (TABLE A-3.2C) OF LATERAL AND SHEAR LOADS (TABLE A-3.25), FOR OTHER ANCHOR BOLT LIMITATIONS AGGREGATE GLAZING AREA IN WINDOWS NOT LE55 THAN 3 SQUARE FEET,ONE-HALF OF WHICH MUST BE FURNISH AND INSTALL STOP VALVES, ESCUTCHEON PLATES, UNIONS,VENTS, ETC. AS REQUIRED FOR THE A RECEPTIGAL OUTLET SHALL BE PROVIDED AT OR NEAR THE APPLIANCE LOCATION IN ACCORDANCE u SEE SECTIONS 3.2.1.7 AND 3.2.2.3 OPERABLE. THE GLAZING AREA SHALL NOT BE REQUIRED WHERE ARTIFICIAL LIGHT AND MECHANICAL PROPER EXECUTION OF THE WORK. ALL PIPING EXP05ED TO VIEW WITHIN THE COMPLETED SPACE SHALL WITH CHAPTER 38. 3 TABULATED ANCHOR BOLT SPACINGS FOR LATERAL AND SHEAR LOADS ASSUME WALLS ARE SHEATHED IN VENTILATION SYSTEMS ARE PROVIDED. THE MINIMUM VENTILATION RATES SHALL BE 50 GFM FOR BE POLISHED CHROME OR BRASS A5 5ELEGTED BY OWNER. ACCORDANCE WITH SECTION 3.4.4.2. FOR OTHER WALL SHEATHING TYPES THE TABULATED ANCHOR BOLT INTERMITTENT VENTILATION OR 20 GFM FOR CONTINUOUS VENTILATION. VENTILATION AIR FROM THE SPACE LIGHTING IN STORAGE_0R EQUIPMENT SPACES PER E3803.4 SPACINGS SHALL BE MULTIPLIED BY THE APPROPRIATE SHEATHING TYPE ADJUSTMENT FACTOR IN TABLE 3.170, SHALL BE EXHAUSTED DIRECTLY TO THE OUTSIDE. GONlNEGT ALL PLUMBING EQUIPMENT FURNISHED BY THE OWNER OR BY THE PLUMBING GONTRATOR AND THIS p CLIENT MASTRO BUT IN NO CASE SHALL ANCHOR BOLT SPACINGS EXCEED VON CENTER SECTION REQUIRING WATER DRAINAGE, WASTE AND OR VENTING 4 FOR THREE SECOND GUST WIND SPEE'.DS GREATER THAN 100 MPH,WITH A TABULATED LATERAL VALUE FROMIN TTIGS,UND R-FLOc�R SPACES, UTILITY ROOMS AND BASEMENTS, AT LEAST ONE LIGHTING OUTLET, LLJ TABLE A-3.5 GREATER THAN IND SHALL BE INSTALLED .dHERE THESE SPACES ARE USED FOR STORAGE OR CONTAIN EQUIPMENT REQUIRING � DATE PLF, ]LATERAL CONNECTIONS SHALL BE DETERMINED USING THE LOADS STAIRWAY ILLUMINATION PER 8303.6 ALL CONGEALED WORK SHALL REMAIN UNCOVERED OR NOT INSULATED UNTIL REQUIRED TESTS HAVE BEEN SERVICING. SUCH LI61:'ING OUTLET SHALL BE CONTROLLED BY A WALL SWITCH OR SHALL HAVE AN . ry FROM TABLE A-3.5 ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH A MEANS TO ILLUMINATE THE GOHPLETED AND APPROVED. IF 50 REQUIRED BY THE PROJECT SCHEDULE ARRANGE FOR PRIOR TESTS OF INTEGRAL SWITCH. AT .EAST ONE POINT OF CONTROL SHALL BE AT THE USUAL POINT OF ENTRY Td THESE Ld STAIRS,INGLUDING THE LANDINGS AND TREADS. INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN SPECIFIG PORTIONS OF WORK INVOLVED. SPACES. THE LIGHTI14'OUTLET SHALL BE PROVIDED AT OR NEAR THE EQUIPMENT REQUIRING SERVICING. c/) WOOD FRAMING ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF EACH LANDING OF THE STAIRWAY. FOR W M R SHALL BE CONSTRUCTION GRADE # 2, DOUG-FIR-LARGH, INTERIOR STAIRS THE ARTIFICIAL LIGHT SOURCES SHALL BE CAPABLE OF ILLUMINATING TREADS AND ALL TE5T5 SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE CODE REQUIREMENTS. TE5T5 ROOF VENTILATION F'.-;! 8806.2 DRWN BY Sc ALL JOISTS, BEAMS, RAFTERS AND OTIHER LU BE LANDINGS TO LEVELS NOT LE55 THAN I FOOT-CANDLES (11 LUX) MEASURED AT THE CENTER OF TREAD5 AND SHALL INDICATE ADEQUACY ACCEPTABLE QUIETNESS AND CONTINUOUS OPERATION OF ALL EQUIPMENT THE TOTAL NET FREE +ENTILATION AREA SHALL NOT BE LESS THAN I TO 150 OF THE AREA OF THE SPACE cHK'D BY FB=815 P.5.1.,OR APPROVED EQUAL, EXCEPT WHERE SPECIFIED OTHERWISE. PROVIDE STRUCTURAL LANDINGS. EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE WITHIOUT OVERLOADING INCLUDING CORRECT VOLUMES, PRESSURES AND 5ATI5FAGTORY TEMPERATURES VENTILATED EXCEPT r.AT THE TOTAL AREA 15 PERMITTED,TO BE REDUCED TO I TO 300, PROVIDED AT DIAGONAL BRACING AT EXTERIOR WALL CORNERS and WALL STUDS SHALL EXTEND THE FULL HEIGHT. IMMEDIATE VICINITY OF THE TOP LANDING OF THE STAIRWAY. EXTERIOR STAIRWAYS PROVIDING ACCESS TO AND VELOCITIES. DEFECTS DISGLOSED BY SUCH TESTS SHALL BE MADE 6000 AND THE DEFECTIVE PARTS LEAST TI PERCENT AID NOT MORE THAN 80 PERCENT OF THE REQUIRED VENTILATING AREA 15 PROVIDED ~ TREATED LUMBER AGO GRADE #2, A BASEMENT FROM THE OUTSIDE GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE MADE GOOD AT NO ADDITIONAL COST TO THE OWNER. TESTS SHALL BE REPEATED AFTER CORRECTIONS BY VENTILATORS LO PRCATED IN THE UPPER PORTION OF THE SPACE HE BE VENTILATED AT LEAST 3 FEET = DATE ��/�7/09 SILLS AND ALL WOOD IN CONTACT WITH THE CONCRETE SHALL BE E (g14MM) ABOVE EAVE DR CORNICE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED 0 SOUTHERN PINE, FB=815 P.S.I. OR APPROVED EQUAL LOCATED IN THE IMMEDIATE VICINITY OF THE BOTTOM LANDING OF THE STAIRWAY. HAVE BEEN MADE. TEST PRESSURES SHALL BE MAINTAINED FOR A CONTINUOUS TWELVE HOUR PERIOD. BY EAVE OR GORNIGE:VENTS. AS AN ALTERNATE, THE NET FREE GRO55-VENTILATION AREA MAY BE E ANY FLASHING IN CONTACT WITH AGQ 'TREATED LUMBER MUST BE COPPER COATED,STAINLESS STEEL OR EXCEPTIONS: -1 UPON COMPLETION OF THE WORK ALL FIXTURES SHALL BE THOROUGHLY GLEANED WITH 50AP AND WATER REDUCED TO I TO 30U WHEN A VAPOR BARRIER HAVING A TRANSMISSION RATE NOT EXCEEDING I PERM REVISIONS DOUBLE DIPPED GALVANIZED I. AN ARTIFICIAL LIGHT 50URGE 15 NOT REQUIRED AT THE TOP AND BOTTOM LANDING, PROVIDED AN ADJIU5TED AND LEFT READY FOR USE. THI5 SEGTION SHALL BE RESPONSIBLE FOR PROTECTION OF ALL (5N.4 M5/5-M2-PA) 15 N5TALLED ON THE WARM SIDE OF CEILING. J DATE ISSUED CLEARANCE: WOOD FRAMING SHALL E3E AT LEAST 8" ABOVE ADJAGENT GRADE. ARTIFICIAL LIGHT SOURCE 15 LOCATED DIRECTLY OVER EACH STAIRWAY SEGTION. FIXTURES TO INSURE THAT ALL ARE IN GOOD CONDITION ON JOB COMPLETION. REPAIR AND TOUCHUP TO Q 5/3/10 FOR PERMIT 2. OWNER-OGGUPIED ONE-FAMILY DWELLINGS NOT SUPPLIED WITH ELECTRICAL POWER IN ACCORDANCE THE OWNERS SATISFACTION FACTORY FINISHED SURFACES,SPECIAL COATINGS,ACOUSTICAL TREATMENTS, MECHANICAL APPLIAlg:ES IN ATTICS PER M1305.1.3U 9/3/10 REVISED AS ALL LAMINATED VENEER LUMBER (LVL) SHALL BE E=2.0 BY TRUSS J015T OR EQUAL. PROVIDE BLOCKING WITH SECTION RE3301.5. ETC.. THAT MAY BE DAMAGED DURING THE PROGRESS OF THE WORK. ATTICS CONTAINING A°PLIANGES REQUIRING AGGE55 SHALL BE PROVIDED WITH AN OPENING ANDA !`TOTED CLEAR AND UNOBSTRs -TED PASSAGEWAY LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGEST AS PER MANUF. SPECS AND THE RESIDENTIAL GODS OF THE NEW YORK STATE F- 12/22/10 RE ED PER A LIGHT ACTIVATION PER R303b.1 APPLIANCE, BUT NOT I HEADERS: 2 - 2"X10" UNLESS SPEGIFIED OTHERWISE. IN BEARING WALLS, HEADERS 5HALL REST ON THE CONTROL FOR ACTIVATION OF THE REQUIRED INTERIOR STAIRWAY LIGHTING SHALL BE ACCESSIBLE AT DUCTSLENGTH WHEN MEASURF_D IN UNCONDITIONED SPACES MUST BE INSULATED TO R-5 LD ALONG THE CENTERLINE OF THE PASSAGEWAY FROM THE OPENING TO THAN 30 INCHES HIGH AND 22 INCHES WIDE AND NOT MORE THAN TO THE 0FEET IN = WHERE NOTED TOP AND BOTTOM OF EACH STAIRWAY WITHOUT TRAVERSING ANY STEPS. THE ILLUMINATION OF DOUBLE STUDS, EACH SIDE. ,APPLIANCE. THE PA55f\GEWAY SHALL HAVE CONTINUOUS SOLID FLOORING IN ACCORDANCE WITH CHAPTER cc, 1/ THE B 9/11 ® REVISED PER ZBA SUPPORTS: PROVIDE STRUCTURAL SUPPORTS BELOW EACH POST OR STRUT AS REQUIRED. EXTERIOR STAIRWAYS SHALL BE CONTROLLED FROM INSIDE THE DWELLING UNIT. ALL. HOSE BIBS LOCATIONS SHALL BE AS INSTRUCTED BY OWNER 1 5 NOT LESS THAN 24 14CHES WIDE. A LEVEL SERVICE SPACE AT LEAST 30 INCHES DEEP AND 30 INGHE5WHERE NOTED WIDE SHALL BE PRESE,4T ALONG ALL SIDES OF THE APPLIANCE WHERE AGGE55 IS REQUIRED. THE CLEAR � EXCEPTIONS: OTHES DRYERS EXHAUST SHALL COMPLY WR WITH SECTION MI501 ACCESS OPENING DIMENSIONS SHALL BE A MINIMUM OF 20 INCHES BY 30 INCHES, WHERE SUCH DIMENSIONS Q BRIDGING: WOOD OR METAL , 8'-O" O.G. MAXIMUM; 2 NAILS PER END. INSTALL PER MANUFACTURES I. LIGHTS THAT ARE CONTINUOUSLY ILLUMINATED OR AUTOMATICALLY GONTROLLED. SPECIFICATIONS 2. OWNER-OPERATED ONE-FAMILY DWELLINGS NOT SUPPLIED WITH ELECTRICAL POWER IN DRYER EXHAUST SYSTEMS SHALL BE INDEPENDENT OF ALL OTHER SYSTEMS, SHALL CONVEY THE MOISTURE ARE LARGE ENOUGH rD ALLOW REMOVAL OF THE LARGEST APPLIANCE. U JOB no. PARTITIONS: PROVIDE DOUBLE JOISTS UNDER PARTITIONS PARALLEL TO JOISTS UNLESS INDICATED TO BE ACCORDANCE WITH SECTION RE3301.5 TD'THE OUTDOORS AND SHALL TERMINATE ON THE OUTSIDE OF THE BUILDING. EXHAUST DUCT TERMINATIONS c l�- MORE. PROVIDE DOUBLE JOISTS UNDER BATHTUBS. SHALL BE IN AGCORDANGE WITH THE DRYER MANUFACTURER'S INSTALLATION INSTRUCTIONS. SCREENS P!,r7l n "'�1� U STAIR TREADS AND RISERS PER R311.5.3 SHALL NOT BE CONNECTED AT THE DUGT TERMINATION. EXHAUST DUCTS SHALL BE EQUIPPED WITH A 0 EXTERIOR CORNERS: 3-2"*4". INTERIOIR CORNERS 3-2"*4" exterior WALLS: 2"1*4", 16" O.G. INTERIOR RISER HEIGHT PER R311.5.3.1 - THE MAXIMUM RISER HEIGHT SHALL BE 8 1/4 INCHES (20CIMM). THE RISER BAGKORAFT DAMPER. FLEXIBLE TRANSITION DUCTS USED TO CONNECT THE DRYER TO THE EXHAUST DUCT - SHEET NO. WALLS 2"x4",16" o.c. UNLESS OTHERWISE NOTED SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST 5Y5TEM SHALL BE LIMITED TO SINGLE LENGTHS NOT TO EXCEED 8 FEET IN LENGTH. MAX LENGTH OF A FEB 14 2011 Q RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH CLOTHES DRYER SHALL NOT EXCEED 25 FEET FROM THE DRYER LOCATION TO THE: WALL OR ROOFry AV IN it OPENINGS: DOUBLE WOOD FRAMING SHALL BE PROVIDED AROUND OPENINGS IN WALLS, FLOORS, CEILINGS, (q.5 MM). TERMINATION. U��"b0 Off'APPE-AtS, n s ROOFS,etc. J DOUBLE ROOF RAFTERS AS PER ROOF PLAN 1< 1 I ZETA FINAL MAP SEE DECISION 4,W (7 __-----_ ARSHAMOMOLIEE HARBOR r% DEMOLITION OF EXI5TINO EL INC Uhl AND CONSTRUCT A N (2) TWO O H:e'f-TER LI STORY DWELLING WI HALL rE 5ETBACK5 A5 NOT ON PLAN , ALL 2'-0" � ' N ' NA I L I NC SGHEOULE AND DETAILS FOR STRAP I NO MEMBERS I Q 4 I 5 I/4" 8'-6 3/4" 10'-0' 8'-6 3/4' 5 1/4' MOOD FRAME GONST2UGT1 ON MANUAL - 200 I EDITION DES ( G7N NOTES ; 0 `� � ' z _- - - - - - - - - - -1=7=1- - - - - - - - - - - - - - - - - - - - - EOLLON N I ND DES I CN I 1O MPH REQU I REMENTS r - - 3 STEP AEfOVE ENERGY NOTES ' /'_ /' ` , I --f- - - -�t�zxr�laDR=��-I- - - - -(3)�a�---;I--�•fi - - - xro� 1- I H] I. Wood framed floors,walls and ceilings shall have on approved ( b'DIA K/ Ip DIA N/ EXISTING L J L J HOUSE LOCATION vapor barrier (permeance rating of 1.0 perm) Installed on the 1 �'� _�_ _ + I L - J - - - - 12'X12"PIE - J D E S I C N G A�L G U L A T I O N S "warm In winter" side of thermal Insulation. r r-- T NEW LEECHING POOL-W/ 4 r-'--'- I v v TO I 2. Windows and sliding doors shall have a max. air infiltration ti i i I m I w O 30'X30"X15 FTG v ly- R301.2.2.2.1 WEIGHTS OF MATERIALS SOLID COVER.(2)POOL : _ rating of 0.3 CFM per square foot of window area. Swinging 1 is - --� f ,0 8' � D. M ^^''9'HIGNiO FOOT RING.PROP05D : TYPICAL AVERAGE DEAD LOADS SHALL NOT EXCEED 15 P5F FOR ROOFS/CEILING ASSEMBLIES OR 10 P5F FOR doors shall have a max. air Infiltration rate of 0.5 GFM per 611 GRA OT AT PERIMETER 13'-10 3/4'EXI5Tlf� 4-0 U4' Q FLOOR ASSEMBLIES, EXCEPT A5 FURTHER LIMITED BY SECTION 8301.22 DEAD LOA125 FOR square foot of door area. AND BELOWDRAINAOERIW. fl �O, �-.- WALLS ABOVE GRADE SHALL NOT EXGEED: 3• All Fireplaces hall be ovlded with a damper for outside combustion YOFSW�GRA.BELMRIH6. 1 4 f N I. FIFTEEN P51= FOR EXTERIOR LIGHT-FRAME WOOD WALLS. p FM All Flucs shall ha re tight seated damper with II i R° O i 1 2"xb' TREATED LEDGER W/I/2"DIA GALVY LAG _ 2. FOURTEEN P5F FOR EXTERIOR LIGHT-FRAME GOLD-FORMED STEEL WALLS. air 150-200 G I_ 12-03 c- I_ - - - - - - - - - - - �" - - - - - - - - - - - - - - - - - - 5. TEN PSF FOR INTERIOR LIGHT FRAME WOOD WALLS. a Max. air leakage of 20 CFM. All fireplaces shall have tight- 28.0' �� r EGOLTS® 24"O.G.STAGGERED 4. FIVE PSF FOR INTERIOR LIGHT FRAME GOLD-FORMED STEEL WALLS. fitting non-combustible doors. MP05ED DECKPSF t . The Contractor shall submit the desi n size and type of mechanical i " i 1 " 5. E I Epi-ITV PSF FOR 4.8-I1�lGH-TH I GK MASONRY WALLS. g - yP Ulu 6. ( � c+ 1 � EIGHTY-FIVF_ FOR 6-INCH-THICK CONCRETE WALLS. systems which will be used, in sufficient detail,as required by 1 I m - - - - - - - - - - - - - - - - - - - - - - - - EXGEPTION:ROOF/CEILING DEAD LOADS NOT EXCEEDING 25 P5F SHALL BE the Building Department. PROP05ED 1ST t 2ND STORY f fn �, I Cn PERMITTED PROVIDED THE WALL BRAGING AMOUNTS IN CHAPTER 6 ARE 5. All thermostos shall be adjustible, From 55 degrees to 85 degrees QFRAMEDWELLINGLOCATION I , �' I 101 I NGREASED IN ACCORDANCE W 1 TH TAE3LE fZ-1301.2.2.2.1. Farenhelt. I 2.0' 6. All ducts and pipes shall be Insulated as required by code. 1 f 1. HVAC, Gontroctor shall verify heat loss calculations. EXISTING HOUSE LOCATION MINIMUM UNIFORM D15TRIBUTED DE516N LOADSLo (TABLE 8301.5) IN POUNDS PER SQUARE FOOT SAFETY C7LASS REQUIREMENTS 11 1/6'(5M 40 SERIES F.J.0 ib'O.G. USE LIVE: LOAD SAFETY GLASS REQUIRED AT THE FOLLOWING LOCATIONS: PROP05ED STEPS 12'-0 b �}• I I 1 1 ATTICS WITH LIMITED STORAGE:G'H 20 PSF I. Any glazing in any door tVe 2b. I II 1/V GPI 40 SERIES F.J.®16'O.G. co B 2. Glazing in any walls enclosing a shower, tub,sauna or steam room ---1 ---- r- - I F , I I O ATTICS WITHOUT STORAGE ID PSF 3. Any windows within 24" of a door.* ,. 28.0' E 40 P5F 4. Any individual pane of glass with on area greater than 41.0 sq. Ft. 0 4 ii I PROPOSED DECKS where the bottom is less than 18' above the adjacent finish floor I- .n I ( COVERED EXTERIOR BALCONIES 60 PSF within 36" of the window. I : i PORCH 5. Glazing in walls of spas,hot tubs or indoor pools within 5'-0" 1 i , m L - - J of the water.* ' 40 PSF ' I t N FIRST ESCAPES b. Glazing in stairways and landings within 3'-0" horizontally of a ( ` o ( F1Nl1RE YlATER LINE GUARDRAILS AND HANDRAILS D 200 PSI walking surFace.* p * THE REQUIREMENT DOES NOT APPLY IF THE BOTTOM EDGE OF APPROVED SEPTIC _ e I 10.17' ' RELOCATED I I CELLA ib I I I n GUARDRAIL5 IN-FILL COMPONENTS 50 PSI THE GLASS IS MORE THAN 60" ABOVE THE FLOOR. u 4'GONG SLAB OVER b H H SYSTEM LOCATION. , � , � GARAGE/SHE I n/ FA55ENGER VEHIGLE GARAGE5 P` 50 P5F A THIS IS THE MINIMUM ( ' ;Y ; ( ; , , MIL VAPOR BARRIER -'I `�✓ ( I 41 } ASQHALT BOOP SHINGLE NOTES REQUIREMENTS I ` _ ^��__/ I cm I I OVER hELL ' I I � � u- L ROOMS OTHER THAN 5LEEPING ROOMS 40 P5F I I COMPACTED FILL I ( ( I O ) 10'-0' t � 5LEEPING ROOMS 30 P5F l• Asphalt roof shingles shall have ,ell'-sealing strips or shall be (Ml �� i i�J'1�`�1 (M- -I 3'-0' interlocking and shall comply with the requirements of ASTM 0-225 r STAIRS 40 PSF G or D-3462 2. All fasteners for asphalt roof shingles shall be, galvanized steel, stainless,aluminum,or copper roofing nails. Fasteners shall be minimum I FOR 51: 1 POUND PER 5QUARE FOOT=0.0419 KN/M?1 5Q INCH=645 MM?I POUND=4.45 N. 12 gage shonked with a minimum 3/5" dta. head,and of sufficlent length r= Q °% I 4 A. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD to penetrate through the roofing materials and the sheathing. ' 1L1 110 I � I 4"aTEEL COL" I � n APPLIED OVER A 20-50ARE-INCH,AREA. 3. Asphalt roof shingles shall have the mimimum number of fasteners as �) } ( `i L - J „ " B. APPLIES TO ATTIC SPACES MEETING THE REQUIREMENTS IN SECTION 8802.4,1 FOR hrequired by the monuFacturer. f hilshall bsecured to e roof I Q I I - DOWN TO 3b X36 XI8 I v( CONVENTIONAL CEILING JOISTS,AND SECTION Rb02.10.1 FOR TRUSSES. ATTIG5 WITHOUT 4. For normal applications,asphalt roof shingles e scuthe `�`ti-'� Q 1 I I POURED GONG I 111 STORAGE ARE TH05E WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOISTS AND RAFTER 15 with no less than four (4) fasteners per strip shingle or two (2) fasteners i o I FOOTING-TYPICAL LESS THAN 42 INCHES,OR WHERE THERE ARE NOT TWO OR MORE ADJACENT TRU55E5 WITH per individual shingle. THE SAME WEB CONFIGURATION CAPABLE OF CONTAINING A RECTANGLE 42 INCH HIGH 5. Asphalt strip shingles shall have a minimum of six (6) fasteners per shingle 1 Z Q .1 I I 1 I BY 2 FEET WIDE,OR GREATER, LOCATED WITHIN THE PLANE OF THE TRU55. FOR ATTIC where the cave is 20 feet or higher above grade or where the base wind I- /� `� I I WITHOUT STORAGE,TH15 LIVE LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH speed is 120 mph or greater. I i I I iti I O A1�lY OT1 IFR L-I`,/� LDrc'.1=J iZ�C,2U 12�i�fE=T�tT��- . t� G. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE X T w Q LOAD OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF A 4 SQUARE C7MNERA.L GONSTRUGTI ON NOTES (1 INCHES, WH►GH1=�/ER PRODUCES THE GREATER STRESSES D. A SINGLE CONGENTRATED LOAD APPLIED IN AND DIRECTION AT ANY POINT ALONG THE TOP. 1. All concrete work shall conform to requirements and recommendations of 5 3-1° 50' 00" 1- _<5 rI- E. SEE SECTION 8502.2.1 FOR DEGK5 ATTACHED TO EXTERIOR WALLS AGI-Sol-96 " ectflcations for Structural Concrete for Buildin s" F.GUARD IN-FILL COMPONENT5(ALL THOSE EXCEPT THE HANDRAIL),BALUSTERS AND PANEL Reinforcing steel SHALL COFORM TO ASTM A-bl5 GRADE 60g (4)q I/2'LV_L GIRDER _ _ _ (4)q I/2'LVL GIRDER_ FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTAL APPLIED NORMAL LOAD OF 2. All steel work shall conform to the requirements of the AISG " ectflcations For �� �w I I POST ABOVE I ( P05T ABOVE 50 POUNDS ON AN AREA EQUAL 170 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED TO q 5P ACT CONCURRENTLY WITHI WITH ANY OTHER LIVE LOAD REQUIREMENT. Design,Fabrication and Erection of Structural Steel for Buildings". Steel shall conform 3 i I _ 6.APPLIES TO ATTIC 5PAGE5 NOT MEETING THE REQUIREMENTS FOR STORAGE PER FOOTNOTE to A5TM A-512(GRADE 50) and A-501 3; 0k J 0 �`� I I I L I L - - - B. SEE SECTION R802.4.2 FOR CONVENTIONAL GEILING JOISTS AND SECTION R802.10b FOR TRU55E5. FOR ATTI05 WITH LIMITED 5TORAGE AND CONSTRUCTED WITH 3. All electrical work shall conForm to local NEG and Underwriters Laboratory requirements. Ir1��, 4�/ A-�✓ TRUSSES,THIS LIVE LOAD NEED.ONLY BE APPLIED TO THOSE PORTIONS OF THE BOTTOM 4 ^re-fobrlcoted fireplaces and flues shall be UL approved. 0%ry �Q I �I _ I CHORD OF NOT LESS THAN TWO,ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION � �\ I I^IAVENUE ��m CONTAINING A REGTANGLE 42 INGHE5 HIGH OR GREATER BY 2 FEET WIDE 5. Install smoke detectors and carbon monoxide detectors to accordance with all Y X `t ^��� ILA OR GREATER, LOCATED WITHIIN THE PLANE OF THE TRU55. THE REGTANGLE SHALL state and local code requirements. Q7 3'0"X68' FIT BETWEEN THE TOP OF THE BOTTOM CHORD AND THE BOTTOM OF ANY OTHER TRU55 6. The owner shall arrange for supervision of the construction work to Insure MEME3ER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA 15 MET. - 1. THE ATTIC, AREA 15 AGGE551BILE BY A PULL-DOWN STAIRWAY OR FRAMED OPENING IN compliance with the contract documents. QUO f<�OZ AGGOfZE1�IGE= WITf-+ S1=GT101�1 80 .1; A1�1ID O>r DAI I I 1 I 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN 2:12. U I I I 1 I I I H. ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MINIMUM LIVE LO/S.D SPG I F I�D FOR SLEEP I NCS ROOMS I I I - - I I II Ve"GPI 40 SERIES FJ.o IVOC. L - I I I UP HINDOH EGRE55 SCHEDULE (ALL SLEEPING ROOMS) I I I I o / � / I ( FLOOR REQUIRED CLEAR OPENING AS A SECOND MEANS OF EGRESS FIR5T 5.0 50 FT MINIMUM I I I I \ SECOND 1 5.71 50 FT MINIMUM\ - - - - - - - - - - - - - - - - - - - - -- - - - - - - I. PROVIDED 15 AT LEAST (1) WINDOW(OR DOOR) IN EACH HABITAL 5PAGE / / N FOR EMERGENCY ESCAPE IN CONFORMANCE WITH N.Y.S. CODE SECTION R310 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -!I MIN OPENING OF 5.1 50 FT (5.0 SQ FT AT GRADE LEVEL WHEN GRADE TO SILL L I "16kVfLA6BIT5 J 15 LE55 THAN 44" OR LE55) W/ MINIMUM NET HEIGHT 24" AND MINIMUM NET 024'OA.5TAGBOLTS CL WIDTH OF 20" (OPERATION NO NEED FOR TOOLS) BOTTOM OF OPENING ® cr I 924'OG.5TA66ERED �v 44" MAXIMUM A.F.F. ®� ;' I O 2. ALL WINDOWS MUST BE ANDERSEN "LOW E" OR APPROVED EQUAL TOX18'PIER DOWN - „ II p 15 TO 30'X30'XI5"FT6 Ln ALLOHABLE DEFLECTION OF STRUCTURAL MEMBERS rl _ r _ ZD TYPICAL (� / I I _ (2)2X10 ISR I I _(2J 2X10 HDR iti ® I I _ _(2)2X10 HDR _ I <1 0 (TABLE R3013) � _ I - _�_ _ _ _ _ _ _ - I - I - - I I STRUCTURAL MEMBER ALLOWABLE DEFLECTION P r., -� ZI- - J C- -IJ L - - J RAFTERS HAVING SLOPES GREATER THAN 3/12 L/ISONom- WITH NO FINISHED GEILING ATTACHED TO RAFTERS q 3/ 8'-10' ~ 8'•8 I/2' � 8'-10' PLOT PLAN I "=moo' 1- - - - - - - - - - - -- -a n- C)INTERIOR WALLS AND PARTITIONS H/180 SITE INFORMATION OBTAINED FROM SURVEY PREPARED BY L- - - - - - - - - - - -- -1 LJL_Y �- FLOORS AND PLASTERED CEILIN05 L13bO 15LAND WIDE LAND 5URVEYOR5 PROFE55IONAL LAND d CITY 9URVEYOR5 -MAY 10,2010 28'-0" 3'-8' ALL OTHER STRUCTURAL MEMBERS L/240 LEACHING SECTION-LEACHING CL 0 POOL IS TO BE CONSTRUCTED EXTERIOR WALLS WITH PLATER OR STUCCO FINISH H/360 OF PRECAST REINFORCED CONCRETE LEACHING EXTERIOR WALLS-WIND LOAD5A WITH BRITTLE FIN15HES L/240 STRUCTURE, SOLID DOMES FOUNDATION PLAN AND/OR SLABS. CLIENT MASTRO EXTERIOR WALLS-WIND LOAD5A WITH FLEXIBLE FINISHES L/120 DRAINAGE RING: FINISHED GRADE SCALE: = I/4" = i'-O" DATE STORM DRAINAGE CALGULATION5: 3.0 INCH RAINFALL Q NOTE, L = SPAN LENGTH, H = SPAN HEIGHT s 8" REINFORCED TRAFFIC F 3 FRONT AREA AND ROOF: BEARING 1� MIN. FOR A. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS O."1 TIME5 THE COMPONENT AND BEARING SLAB FINAL ADJUSTMENT Q CLADDING LOAD FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN. AREA (5F) x RUNOFF GOEFF. = EQUIV. DRAINAGE AREA R _ B. FOR CANTILEVER MEMBERS,L 5RALL BE TAKEN A5 TWICE THE LENGTH OF THE CANTILEVER. INLET 4" MIN. DIA. APPROVED - DRwn BY LG G. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN ROOFS OR WALLS OF HOUSE ROOF AREA: 1,938 5.F. x 1.0 = I,a38 5.F. PIPE - PITCHED 1/8" PER 1'-0". ® ® ® ® EM ® 0 o I-I 1 ����1� CHWD BY 5UNROOM5 ADDITIONS OR PATIO COVERS,NOT SUPPORTING EDGE OF GLA55 OR 5ANDWIGH LANDSGAPING/GRAVEL: NA 5.F. x 0.33 = NA S.F. U ® ® ® ® ® ® ® D � ll LEGEND `h PANELS, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/b0. FOR 5ANDWIGH PANELS "I'll 1 1411 0 ® In ® ® EM EM ® D � w I-III- DATE '1'1/'17/09 TOTAL: 113of S.F. BACKFILL WITH CLEAN -1�1 0 12 ® ® ® ® FM ® D o - IIITI USED IN ROOFS OR WALLS OF SUNROOM ADDITIONS OR PATIO GONERS,THE TOTAL LOAD w E�>E=-F L E-c::,T 1 0lV S+-IA L L NO-T- E=XG 1=i:;� L/1_-2 O. EQUIV.DRAINAGE AREA x DESIGN RAINFALL -- DE51ON VOL.(CU.FTJ GRANULAR MATERIAL 1'-0" 0 z In ® ® ® ® N1 D ` I 1,438 x .I6 -- 310.08 CU. FT. 2" RAINFALL ALL AROUND BASIN FOR FULL DEPTH J 1 3'-0" MIN. 10'-0" OUTSIDE: 11�JJ NEW FOUNDATION WALLS Revisions DATE ISSUED o _ COLLAR DIAMETER I� 0 5/3/10 FOR PERMIT VOLUMN OF STORAGE REQUIRED: 310.08 rn - -I z �' 9/3/10 1Q REVISED AS STORAGE CAPACITY/V.F.OF 10' DIAMETER RING: 68.42 6" MINIMUM PENETRATION Z - z VERTICAL FEET PROP05ED: (2) 10' DIA. POOL 0 3' DEEP INTO A VIRGIN STRATA OF W - -•-•- - - - - - - - - - NOTED SAND AND GRAVEL > SOIL BEARING ADEQUATE WITHOUT HOOTING RINGS > NEW DOORS 10/6/40& REVISED AS 4000 PSI CONCRETE NOTED LEACHING RING 12/12/103 REVISED PER ZBA CLEAN BACKFISAND LL TAND LGRAVEL SHALL BE 1/9/11 A REVISED PER ZBA TYPICAL LEACHING POOL SECTION-SINGLE POOL SYSTEM (9 JOB n0. SCALE:NOT TO SCALE 09=72 FEB SHEET n0. DOA-,D OF APPEAM Atttttttttttts2 ZI3A FINAL MAP SEE DECISION # lo 11— 5 I/4' 8'-b 3/4' 10'-0' 84 3/4' 51/4'DN � qq - - - - - u. (3)2X10 WR o �)2X10 HDR (3)2X10 HDR L 3' HIGH RAILING FYPON STRUCTURAL DEGK V GOLUMN5-TYP COMPOSITE DEGKING m O DEGK - COMPOSITE DECKING ;,, 4'-10" b'-5' 5'-b" 6'-5" 440' 4'-10' iv q'.2• q'-2' 4'-10" o I- - - - - - - - - - - — - - — - - - - - - - - - - - - - - - - - - - - - - (2)14"LVL HDR 14'LVL HDR (2)II 1/8'LVL HDR(2)14'LVL HDR 2 2X10 HDR 2 2X10 HDR (2)111/8'LVL HDR — 4 m I 2k 6'R4GF RAFf9. 2k 6'ROGf RAfi4 I I `� ® ib" `� I I f Lo I o0 00 Lu �w AI ►L 0 10LLX — 41 I I QI o q MASTER (2) 2X10 \ I I BEDROOM BEDROOM I I to N I I0 P- g w 2'-0' U N .fl w r 2,-0" n - I I I I WINS ROOM - "' d? Q5 ® I I CRICKET g ® 4b 43 FL ARD WIRE 5 KE 4' g g• 4' —4-2? k}'1 4• - ® DETECTOR- IGAL KITCHEN -----� 0 S '� ; PULL ; o WALK- I I LK-IN 4 I I 4 i X CLOSET I I G ET I I, (� DN ,t^ __ — I 2"x b"COLLAR TIES I I L1 N STAIR I I I w CLOSET K-I I I I I I I AVE I ��, I I O Q HARD WIRE CARBON MO DE I 2k 10 ROOF RAFT5. /j 2N IO ROOF RAFTS. HIS WALK-IN DETECTOR `* I I I LAUNDRY � I ® 16 0.Cl. � ® 16" 4 II I CLOSET I r, SEE COVER I I I r HARD WIRE CARBON MONOXIDE b' d' b' I I b'-4 3/4" I ( 4" 31-6' 4• 8'-11 1/4' c b' SHEET FOR I I � I DETECTOR I I VENT Ne PER I I I LC U M150.1 0� _ II II � a 'ILL tr REF (2) 14'LVL HDR(FLI15H) '" ° " (2) 14" LVL � BEARING WALL BE I WALL 3,$„ CLOSET zolHDR ZFLUSH `* DRAIN d PAN I I I j U T_ Q Fn I .� LIll1 N O Q r b' 10'10 3/4" 4" b'-0 I/4' 4' 2-b 4" 3-1 3'-0" b" V.0" I I ( I a 'v I II * _ 3'HIGH O O 5'-0' 4' b'-b 3/4' ff I'8' 14"RRAI�LING P TF I I I I - P ATFOR RAILING N 4' N FOYER HALLWAY en Q I i I I STUDY BEDROOM ® o I 0 W `" � o 13'-10 5/4' 4'-71/4' v II v H M 4' 4' BATH ROOM 4' r' SEE R SHEET FOR SEE LAVER SHEET FOR I o VENTING PER R3033 VENTING PER R3033 (2I II 1/8'LVL HDR (2)II i/8'LVL HDR 51TrING I I �`�{ �q (2)2X10 HDR DAU § o i I I J4�' r/. • o (2)2XIOWR - - - - - - - - - - - - - - _ �•' _ 2X10 LED ER (2)II 1/8 LVL HOR(FUW _11 2X8 LEDGER S 2X8 LED ER 0 5.3• ry 2'x 6' 2k6.� - - - - - - - - - - - I L —�I6'OL.LIN �— ?? n COMP051TE DEGKING �_ N V _ ___ rx p �- — — — — — — — — — — J Ry/ RED ENTRY (2)2Xq 1/2 LVL HDR (2)2Xq 1�A HDR ® (2)2Xq 1/2 LVL HDR � O 2X8 LEDGER Y- a DN 0ROOF BELOW m 10" TAPERED ROOF BELOW O N COLUMN-TYP L o 4'-IO I/2' 4'-10 I/2' 4'-3' 4'-3' W-10 5/8' 4'-10 3/8" LL 8'-b' O 28'-OY 0 oz -I ' 8'-81/2' 8'-10' 13/4' 3'-0' 8' ROOF PLAN q 3/4' 8 0 3'.8" SEGOND FLOOR PLAN SCALE: = 1/4" = 1'-0" 28'-0' LL U) SCALE: = 1/4" F I RST FLOOR PLAN ALL HEADER5 TO BE 2X8 UNLESS OTHERWI5E NOTED NOTES: cuenr MASTRO I. PROVIDE RIDGE VENTS 2. PROVIDE FLA5HING AS REQUIRED DATE 5GALE: = 1/4" = I'-0" 3. PROVIDE COLLAR TIES AND SUPPORTS ALL HEA0ER5 TO BE 2X8 UNLESS OTHERWISE NOTED AS SHOWN ON PLANS. 4. PLUMBING VENTS AND ALL OTHER 3 05JEGT5 PROTRUDING THRU ROOF DRWN BY LG NOT TO BE VISIBLE FROM FRONT ELEVATION CHWO BY DATE 11/17/09 C �.-•� Q ROOF E TOTAL VENTILATING AREA SHALL NOT BE LESS THAN 1 REvisions TO 150 OF THE AREA OF THE SPACE VENTILATED DATE ISSUED 5/3/10 FOR PERMIT ARCHITECTURAL ASPHALT SHINGLES 9/3/10Q CHANGED NEW WALLS OVER 30# FELT. PROVIDE WEATHERSHIELD EXTERIOR OVER ENTIRE ROOF WALL THICKNESS 12/22/10© REVISED PER ZBA NF-W DOORS 1/9/11 & REVISED PER ZBA JOB NO. O9-72 SHEET NO. FEB 14 2011 DOARI OI^APPEA11 c A� 3 ZBA FINAL MAP SEE DECISION # J,,q RIDGE VENT - TYP - 12 1X2 OVER 2X6 FACIA 9 SHINGLES (TYP) O 12 �- 9 - 6' FREEZE - TYPICAL ARCHITECTURAL ASPHALT * SHINGLES (TYP) _ ~❑ U) Ln --- 6" FACIA W/WHITE GUTTER (TYP) C1� __. T VINYL SIDING AS SELECTED "- ----- ------- � �' ----- 6Y OWNER - TYPICAL - -.-__... — M RUIN R VIN tu SHUTTER - TYPICAL -- FLASHING - TYPICALIn E REUSE --- - \ J► -__-- SECOND FLOOR - ---- EL-EV c +11'-2 3/4" ARCHITECTURAL ASPHA T �- 0 _- SHINGLES (TYP) f , O ll N 6" FACIA W/WHITE GUTTER (TYP) ❑ -_ HEADER - TYPICAL I ❑ --v- 10 TAPERED COLUMN (TVP) n _---- SHUTTER - TYPICAL L ---�- GXW 55 GXY�I55 REUSE 0 ITO W — a FIRST FLOOR ELEV = -0'-0" (DATUM) - � f oW , GRADE 1J z 0 O I U FRONT ELEVATION 3 SIDE ELEVATION �( z 5GALE: = 1/4" = 1'-0" 5GALE: = 1/4" = I'-O" H tX UT ID 4i- 0 0 RIDGE VENT - TYP 12 �9 12 �9 —ARCHITECTURAL ASPHALT SHINGLES (TYP) REUSE REUS REUSE MARVIN MARVIN MARVIN 6" FACIA W/WHITE GUTTER (TYP) REUSE MAf2VN MARVN REUSE VINYL SIDING AS SELECTED P551611 P551611 6Y OWNER - TYPICAL - REUSE A335 ;A 'Q 5 E 215 - - - nry', cn REUSE _ SECOND FLOOR_ - ELEV = +11'-2 3/4' — — — — — — — CLIENT MASTRO HEADER - TYPICAL DATE REUSE P581611 P56 611 A P581611 N R U E DRWN BY LG G23 G23 CHK'D BY DECORATIVE STRUCTURAL / �D RXH14 DATE 11/17/09 COLUMN (TYP) f�EUSE XWI45 GXWI55 REUSE REVISIONS _ 6 FIRST FLOOR DATE ISSUED qV ELEV = -0'-0" — — 5/3/10 FOR PERMIT 9/3/10Q REVISED AS (DATUM) NOTED 12/22/10© REVISED PER ZBA GRADE © REVIS 1/9/11 ED PER Z BA JOB NO. 09=72 REAR ELEVATION SIDE ELEVATION FEB � 4 2Q11 aHEETNO. 5GALE: = 1/4" = 1'-0 5r-ALE:: - 1/4 = 1'-0" 3 �t"',D OVA APPZ:A1.r, © A� BA 177MIL rlAP- :A.E DECiZSR- - i` r �[0 0 3" VENT 3" VENT ROOF c [L O 13' 13, LAUNDRY BATH I II— I q � 112 f--- -3.1 --�142" wMDRAIN g I WB I WC TUB PAN 2" PROPOSED 2 3" 2ND FL. LuO 2" I 2" M 2• Q 2- BATH — —— 3" >. .��23. ,��2" 112" J � WB WG I p0. I s DW I 2" I SHOWER EXIST 2„ 3• v IST FL. Z 2" 3" 3. EXISTING 3' TO DISPOSAL C.O. 4 I to CELLAR u 0 N PLUMBING RISER DIAGRAM � f— n NOT TO SCALH r to I , to V N N c } Z RIDGE y Q 2Xb COLLAR TIES ® Ib" OG W a TYPICAL ROOF CON5TRUGTION Q N ARCHITECTURAL ASPHALT SHINGLES- AS SELEGTED BY OWNER OVER HEATHER5HEILD OVER ENTIRE ROOF OVER 1/2" EXTERIOR O W PLYWOOD SHEATHING OVER 2X10 ROOF RAFTERS ® Ib" O.G. 4 TYPICAL GEILING CONSTRUCTION 12 0 F 3/4" PLYWOOD OVER 14" GPI 40 CEILING J5TS ® 16" OG WITH WITH R-30C HIGH DENSITY BATT " I INSULATION WITH CRO55 BRACING AT MID U SPAN WITH 1/2" GYP BD FIN15H I IX DOUBLE WITH TEGO'S 00 to 1! ATTIC 0 p s 2X6 FACIA HITH GUTTER VENTED VINYL SOFFIT TYPICAL 2ND FLOOR CONSTRUCTION 3/4" PLYWOOD OVER 14" GPI 40 FLOOR JOISTS @ Ib" O.G. PROVIDE GROSS BRAGING MASTER BEDROOM AT MID SPAN WITH 1/2" GYP BOARD FINISH BEDROOM RIM JOIST. PROVIDE SQUASH BLOCKS PER MANUF SPECS - TYPICAL _ SECOND FLOOR 2" CLOSED CELL FOAM R-12.4 - TYP ELEV = +11'-2 3/4" TYPICAL WALL CONSTRUCTION bo VINYL SIDING AS 5ELECTED BY HOMEOWNER OVER 'TYVEK' HOUSE WRAP OVER 1/2" EXTERIOR PLYWOOD SHEATHING OVER 2X6 STUDS ® Ib" O.G. WITH R-21 BATT INSULATION BETWEEN WITH 1/2" GYP BD ON INTERIOR Ali TYPICAL IST FLOOR CONSTRUCTION KITCHEN LIVING ROOM 3/4" PLYWOOD OVER 11 GPI FLOOR JOISTS a Ib" D.G. PROVIDE R-21 BATTS HELD 1-4/STICK CLIPS W/CRO55 BRACING AT MID SPAN. PROVIDE SQUASH BLOCKS PER MANUFACTURES SPEGIFIGIATIONS _ FIRST FLOOR (2) 2X6 TREATED PLATES WITH ANCHOR ELEV = -O'-O" BOLTS SEE COVER SHEET FOR 51ZE AND (DATUM) SPACING OVER BATT SILL SEAL INSUL OVER TERMITE SHIELD SEE FLAN :o G GRADE RADE CLIENT MASTRO CELLAR .: DATE TYPICAL FOUNDATION GON5TRU6TION b" FOUNDATION WALL W/ 24"X12" POURED GONG FOOTING TYPICAL SEE FOUNDATION PLAN. DAMPROOF FOUNDATION HALL FULL HEIGHT DRwn 6Y LG CELLAR _ -- CHK'D BY ELEV =-b'-4 1/4" DATE 11/17/09 4" PERFORATED 4" GONG SLAB OVER A PUNCTURE RESISTANT PIPE DRAIN TO VAPOR BAR?If:R GROSS-LAMINATED SUMP PUMP HIGH-DENSITY POLYETHYLENE OVER 2 #5 CONT REBAR-TYP REVISIONS EXTRUDED POLYSTYRENE INSULATION DATE ISSUED PROTEGTIONL30ARD OVER A MINIMUM OF b" MIN 2 TON VIRGIN 5/3/10 FOR PERMIT CRUSHED STONE= 501L (TYP) 9/3/10Q REVISED AS SECTION 1 2/22/10© RENOTED SEDPER ZBA SCALE: 1/4" = 1'-0" A`-$ 1/9/11 © REVISED PER ZBA NOTE: SEE DETAIL SHEETS FOR Q ALL STRAPPING INFO �j�l�-' JOB no. Rlll�cr,-Wrn 09-72 FEB 14 2011 SHEET n0. /A. 5 s-_-E u E ifSlo:; b, q IF L U- L�11 op;`I 1