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HomeMy WebLinkAbout39355-Z 9 /'0 CD'; Town of Southold 1/8/2016 't4V P.O.Box 1179 53095 Main Rd 1pT;,' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38029 Date: , 1/8/2016 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 1050 Park Way Southold SCTM#: 473889 Sec/Block/Lot: 70.-10-43. Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/30/2014 pursuant to which Building Permit No. 39355 dated 11/10/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS INCLUDING A SUNROOM AND GARAGE ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR ' The certificate is issued to Schwartz,Paul&Schwartz,Pennie• of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OFHEALTH APPROVAL ELECTRICAL,CERTIFICATE NO. 39355 01-05-2016 PLUMBERS CERTIFICATION DATED 05-31-2012 Todd D wson tho ed Si ature TOWN OF SOUTHOLD 4'I BUILDING DEPARTMENT ars; BUILDING CLERK'S OFFICE '�'� � SOUTHOLD, NY :N1 * a;, 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#: 39355 Date: 11/10/2014 Permission is hereby granted to: Schwartz, Paul & Schwartz, Pennie 1050 Park Way Southold, NY 11971 To: Additions & Alterations to a Single Family Dwelling; (replaces 35833) Kitchen, Bath, Rear Deck, Garage, Sun Room, 2nd Floor Deck, as applied for. At premises located at: 1050 Park Way Southold SCTM # 473889 Sec/Block/Lot# 70.-1043 Pursuant to application dated 10/30/2014 andapproved by the Building Inspector. To expire on 5/11/2016. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $360.00 CO -ADDITION TO DWELLING $50.00 Total: $410.00 0111 uildi - nspector ' -• TOWN OF SOUTHOLD /0BUILDING DEPARTMENT TOWN CLERK'S OFFICE ,, SOUTHOLD, NY :,;?/ * dao?;, 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 #: 35833 Date: 9/7/2010 Permission is hereby granted to: PAUL & PENNIE SCHWARTZ 212 FRANKLIN AVE MALVERNE, NY 11565 To: Additions & Alterations to a Single Family Dwelling; Kitchen, Bath, Rear Deck, Garage, Sun Room, 2nd Floor Deck, as applied for. At premises located at: 1050 PARK WAY, SOUTHOLD SCTM # 473889 Sec/Block/Lot# 70.-10-43 Pursuant to application dated 7/2/2010 and approved by the Building Inspector. To expire on 3/7/2012. Fees: CO -ADDITION TO DWELLING $50.00 NEW DWELLING/ADDITION/ALTER. $858.00 Total: $908.00 Buildi g Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy -$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. 8-11, New Construction: Old or Pre-existing Building: (check one) Location of Property: 10 5-6 �t /LA) 7Soo-f{QL,S. House No. Street Hamlet Owner or Owners of Property. ?1,9L2 L S 1 !(Jfrt- l� _ Suffolk County Tax Map No 1000, Section 4) ?Sag < Block 00 10 Lot 0 y Subdivision , / Filed Map. ' Lot: Permit No. 3"nl JS J Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval- Request for: Temporary Certificate Final Certificate: V (check one) Fee Submitted: $ b ç I pplicant Signat e I,,,, iii��..� /��,�o��p' SO(J74,se, Town Hall Annex i : Telephone(631)765-1802 54375 Main Road i 4 411 Z Fax(631),765-9502 P.O.Box 1179 % G Q `oly � �.�/, roger.richert(a�town.southold.ny.us Southold,NY 11971-0959 �` /� 'I'M N COU111,, "�,�1' -„, .0 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Schwartz Address: 1050 Park Way City: Southold St: New York Zip. 11971 Building Permit* 39355 Section. 70 Block. 10 Lot: 43 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE _ Contractor: "AS BUILT” DBA: License No SITE DETAILS Office Use Only Residential X Indoor IX Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 6 Ceiling Fixtures 6 HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures 6 Smoke Detectors Main Panel NC Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 3 Twist Lock Exit Fixtures TVSS Other Equipment: Sun Room - 1- Paddle Fan Notes: Inspector Signature: ___V6Date: January 5, 2016 Electrical 81 Compliance Form.xls fec SOOtz,- 0' 1.0 Town Hall Annex Telephone(631)765-1802 54375 Main Road ANg Fax(631).765-9502 P.O. Box 1179 (,/7 S Southold,New York 11971-0959 ....4 COUNTi 01' ,01 BUILDING DEPARTMENT _- TOWN OF SOUTHOLD CERTIFICATION 6 scs.- 3 Date: Building Permit No. • Owner:, (-\ (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) .! 0 Sworn to before me this 3 6+- • • day of N/ , 20 a , • , 0 . • • I , . • dfene\,NA.; k,6A( CI\ CONNIE D.BUNCH Notary Public,State of Niv Yorl. No.01BU61 85050 Notary Public,(3(47$ Q-.é County Qualified in Suffolk County Commission Expires April 14,201 • '';oF � 3�g 33 6 ° TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL - [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: 2)--e'42-- rI DATE INSPECTORAI--*IA, ' l .tQ,; TOWN OF SOUTHOLD BUILDING DEPT.: 765-1802 Cti( INSPECTJON ' [ ] FOUNDATION 1ST [ OUGH PLBG. [ ] F9UNOATION 2ND [ ] INSULATION [ v4RAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUG ) [ ] ELECTRICAL (FINAL) REMARKS: ACC- 2 ,5'-f DATE I v INSPECTOR SOF x''`03► 06�, , co of, 4,c 9.COUI+(1'1, TOWN OF SOUTHOLD BUILDINGS DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FO ATION 2ND [ ] INSULATION [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRIC (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �7�lk �e✓�-z� & Cf /L-z,/ G J ` Alik AICA114<j?DATE 1.2-'-' INSPECTOR ,,,,,,,,, 3 (?33--Z' tilos) ly TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTJON [ ] FOUNDATION 1ST [ O H PLBG. [ ] FOUNDATION 2ND [v]INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUG [ ] ELE CAL (FINAL) REMARKS: DATE /�� INSPECTOR `�`t� 3sf33e— �oF 5004;. .4� `6� ‘s:S. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ION [ ] FRAMING/STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL.(ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: / ' / • 761A.,--Z Cat-- C- r Azt,./ DATE ll INSPECTOR i / ,,OF SOUl9p poi 6 ,112 • /11 / TOWN OF-SOUTHOLD BUILDING'DEPT. 765-1802 INSPECTION ' [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL _ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ?C]i)CAULKING REMARKS: 4,106 06 L Y?-4 DATE 11C1' INSPECTORC � • FIELD INSPECTION REPORT DATE CO Y , .,.. _ : _ . COMMENTS . ... / ►v • Prilt,;kid) ;Of. F'OUNDAT'ION(aST) ;/ y • • FOUNDATION(2ND) ' , /4-tett tzi • ROUGH FRAMING.& f_:;41 � / .y.te-/x.i.,r ; 4 PLUI126ING 0.1 v, • • • O• INSULATION PEk N.Y. C STATE ENERGY CODE • r y * 5C/9 ).• . ci0 . O FINAL �(% 1. • • v 1 ADDITIONAL COMMENTS 3ta.'o N o G • • • • y .. Fri V a . • . • • • . , . lig TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY-1 1971 4 sets of Building Plans _ TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 3 7) Survey SoutholdTown.NorthFork.net PERMIT NO. lJ Check Septic Form N Y.S.D.E.0 Trustees U ��/� ' Flood Permit Examined o L' ,20 Storm-Water Assessment Form Contact: Approved ?— `�f ,20 ° Mail to• a �7 hone � to /7 /ecZY Expiration r ( ,20 1 - ECEU Building Inspector D !'PLICATION FOR BUILDING PERMIT JUL 2 2010 Date , 20 INSTRUCTIONS BLDG.DEPT. TOWN OF SOUTHOLD • • :.. . • • U •e completely filled m by typewnter or in ink and submitted to the Buildmg Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. - c The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy f. Every building permit shall expire if the work authonzed 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, m writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or,builder Name of owner of premises ��� re (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer • (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: /O r6 /1/A.*. a,Vy SOS 7yoL� House Number Street Hamlet County Tax Map No. 1000 Section 7Q Block Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy --C/i41, 69/1/Cts b. Intended use and occupancy .Y47,02' . / 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee ;7,` -' (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor . If garage, number of cars If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front , �3 Rear 6.-2' Depth 2,1 Height /6 Number of Stories' - - ADD C ,-Dimensions of same structure with alterations or additions: FrontRear T4* Depth y Height I C Number df l!pries Rear ZQ oras sl '� H' 8. Dimensions of entire new construction: Front 2 0 Depth Ga I Height /3 Number of Stories / I —___._��� 9. Size of lot: Front / 7S' Rear / 7.1'— Depth „ -1T 10. Date of Purchase 12/40/ Name of Former Owner /0/�yL/S-C ehai917�f/ H. Zone or use district in which premises are situated / 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO /Will excess fill be removed from premises? YES NO 14.,Names of Owner of premises SG/14eiip-, TZ Address /6J2 ���(Cld Phone No.6.-( Age- / ' 'r Name of Architect ziRScydf'z Address r9g//1'Inf ht Phone No G3/ 76.1'-2 a7S- Name -Name of Contractor (36v Lf/L Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO, * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF e/g(/L j 2 being duly sworn, deposes and says that (s)he is the applicant ( ame of individual signing contract) above named, CONNIE D.BUNCH Notary Public State of New York No.01U618 (S)He is the Qualified in�Suffn kO50 Cnunbj (Contractor, Agent, Corporate Officer, etc.) Commission Expires April 14 _p ) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this amet day of 20R) ) cA iskut C Notary Public Signature of Applicant No Town Hall Annex ; Telephone(631)765-1802 54375 Main Road ax(631)765 95p2 • G roger.richert�town.soutnold.ny.us P.O.Box 1179 1Ol _t�e Southold,NY 11971-0959 CQUII 1,°08.s, BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: — i..qF Date: 1-,2 Y _12. Company Name: f La;IN w,, SI i ELr=c i 2(L - ji ( Name: kA IT►i �lGla acr- - License No.: 3 *A t _ }hw- Address: 13 20 itf AviLikfg'i S 2,0 See Hdi.n Phone No.: r731 _ JOBSITE INFORMATION: (*Indicates required information) *Name: �+ L - I"lam Y -S c i+ *Address: n /0 TO PA-it K C,.A-L( Sd u-t ly-o L P *Cross Street: *Phone No.: 17 ( . 9 y 2`( Permit No.: 35 $33 Tax Map District: 1000 Section: Block: Lot: i A *BRIEF DESCRIPTION OF WORK (Please Print Clearly) 7. 1 �<< re i 44.'4 Alti74 /lG�� v_441-4 1-00 S FT) 4 Sb (Please Circle All That Apply) *Is job ready for inspection: YES / NO Rough In Final *Do you need a Temp Certificate: YES / NO c'1, Temp Information (If needed) �r *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other , *New Service: Re-connect Underground Number of Meters Change of Service Overhead '• Additional Information: PAYMENT DUE WITH APP I iffoI E 11• E JAN 2 4 2U11 _ 82-Request for-Inspection Form BLDG.DEPT TOWN OF SOUTHOLD l —.` �\ f i i d /a 00 - 70 - /0 - V3 TOWN OF SOUT O.LD I e.OPERTY RECORD CARD ,Nt — 1 "iv . - • /:, ,e S . .Q.✓f'L STREET (a.0 VILLAGE DISTRICT SUB. LOT Ilan ,.GST/i leS :0 l /11C—�t�!.� i , _ %� _.� r 'ierr 4 , /, t 0 FORMER OWNER N E ACREAGE . 4?/eh llisAllan �7�'� S W TYPE OF BUILDING IM- late. ,CC •L .FP—'-. _ , • RES. ¢ SEAS. VL. FARM COMM. I It4D. I CB. I MISC. I Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS _Xo6 y _ " i) ��aJ s 4-4--e 9 rs74 7 0 0 9 ; OO -. " ' 00 , /leG,a C.�oo'o u� r ) / Zoo ,,---0 . 0 I 4',, �7� o �s ouo, & kcho fo /��.17 4h _ C3 33� / )"Gd J/ 7 G3o- / 4 -APPY. 17'?2/Ffr 0 , " 3G‘ - ; ,S/r, a/// 4 *‘o a-0 1 sfl w .o0 --' "O49/p5o9 �_ fil l- 6 dreiti, 5&24/ AGE BUILDING CONDITION zb/o i L/Z/4y .._g-Pe, siaraflor, s 6 Schitilelit3K- 4 NEW NORMAL BELOW ABOVE. FRONTAGE ONATER Farm Acre Value Per Acre Value FRONTAGE ON ROAD / 7 j7e),,e .44-e_.., 6. er-o •/_), ,: Tillable 1 BULKHEAD 4( fic., Le(._ 0 fil_y. Tillable 2 DOCK Tillable, 3 , .13� Woodland (? (t 1 Swampland Brushland Qs. .®. - l House Plot • Total .. , . :6 r%_i" 8 =p: ..a .lau.uoa — �(oManpc / Q.68 2 0--1+ / 0$ C ; cYC / a6bi0j: .ioold puz swoop oi.tiod ./..4924) /7 P 9 T b ; t ` 11 3(71,/ AoMaiaa 8 s .bold 4S L SWOOJ yDJod So 97l= o Z $ �''6Y.adA1 4.00aiod -- ' / /S' ,9Z' , SA = AX S 'ye6 ( , S 34oaH .? aDo1d aJid uoisuapc3 Cr • a -1-, bo r>1 ysiuid loi la;u7 ylys CO�� s11oM .;x3 /74 v/ S'1 rg =2 �'� uo!sua4x3, Sib/ b' O saoold ^ , �� ;uawaso8/9^� 7l4 (2--t /Z°/ ?4 2 / uolsua4x3 • . 1-1409 '� uoi4opunod I 1S // = t► X '61318 'W . .. . :_ rro , E) I - - .I-.r . .,-. . . , 4 .. :J4 _ z L____i ` I . --- `// f'`} "rte. �� *i..-2' '• • t� L f. .. • - /'eS#_i.. . .-_ . . ,..i." ,.. 't�F . • .. 3 / 7/ o7v �GFLf2� �xi�le} \(,L ew res 1---*;/e- �l ��ifs' ���G yo U pF SOijlyol Town Hall Annex �� ~ Telephone(631)765-1802 54375 Main Road ; * ; Fax (631)765-9502 P.O Box 1179 �0,1�, Southold,NY 11971-0959 �` �"OOUNTY,�,, '� BUILDING DEPARTMENT TOWN OF SOUTHOLD April 24, 2012 Paul & Pennie Schwartz 212 Franklin Ave Malverne, NY 11565 Re: 1050 Park Way, Southold TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate.of Occupancy: 4 VI Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) A fee of$50.00. Final Health Department Approval. ak, Plumbers Solder Certificate. (All permits involving plumbing,after 411184) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning #765-1938) Final. Fire Inspection from.Fire Marshall. Final-Landmark Preservation approval. BUILDING PERMIT : 35833 —Addition/Alterations //'�, Town Hall Annex 4 lig; Telephone(631)765-1802 54375 Main Road ; co% Fax(631)765-9502 P.O.Box 1179 -' ' 1% Southold,NY 11971-0959 March 20, 2015 -`ircou l,�. �•''��� .. •0',/ BUILDING DEPARTMENT TOWN OF SOUTHOLD Paul & Pennie Schwartz 1050 Park Way Southold NY 11971 TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. d'A/‘ A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees 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 — 35833 — Additions/Alterations B.t: it 33833 BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted: 7-9-—1° Date Reviewed: g—3 '—I0 Applicant: reu-i--e._ Owner: / Ad 11—&4i-f--e__. {A'(/'•-:(-Zi ,__ Architec legeer-; C7 /6Estimated Cost: SCTM# 1000- 7o - /0 - 16-3 Subdivision: Zone: kLit° Conforming? _✓O P/ I 10-lS--76 Property Address: /050 / / -1 � City: Pre COs? 13°0 Building Permits (Open/Expired): ,: •1306. /cio Z-b 817,Info: (214-• BP -Z/C/O Z- ,Info: _ BP -Z/C/O Z- , Info: : • -Z/C/0 Z- ,Info: BP -Z/C/O Z- ,Info: Single& Separate Search Required? Y . , Determination: � 'f//x, DIS REQ. Lot Size:_, Lfa K ACT. Lot Size: 3 Y; /9S( , 78 Q. Lot Cov. 70 ACT. Lot Coy. REQ. Front 0.�ACT. Front 8 f( RE ide ) 5 ACT. SidREQ. Rear 0 PROP. Rear REQ. Height 3S-- ACT. Height REQ• Do SIpES___ A CT P oject D• ription: '.�� ���''' - . . 9_ Q- ' . c' • ,1.- • - ,,, ,..irpsi, , .,w- Waterfront? //o a _ _ i �„,vt_ ; /���.►.`� , If yes, water body: "_ I �'anel# Ld_c Flood Zone:'-i• Bulkhead/Bluff Distance: -= 7 ADDITIONAL APPROVALS REQUIRED , Suffolk County Health: Y orrIf yes, *Bed#: *Date: / / *Permit#: Town Septic: Y ore - If no, certification required: Y or N Received: Y or N By: NYS DEC: PRE-DEC 9/1/75 Y or/Date: _/ / Permit#: or NJ Letter- Notes: Southold Trustees: Y oe Date: / / -. Permit#: or NJ Letter- Notes: <, Southold ZBA: Y oel) Date: / / Permit#: - -Notes: Southold Planning: Y .10 Date: _/ / Permit#: -Notes: TownCLandmark C of A: Y oiITE: I I *NYS CODE Compliance (page 2 gPf r N Notes: Na- it:t2 /ei4 fid- 7-7-10, 0K1%,5AA) °k Fee Structure: Calculation: Foundation: SF I ( I b'-O SF)- ( siv361 SF)= 710 SFX $ i'0_$ 3 I (° I O O First Floor: ' Q1 5 SF + Initial Fee: $ a-0 O I O 0 Second Floor: ?.5 SF + Additional Fee ( ): $ Other: SF 2. ( SF)- ( SF)= SF X $ =$ Total: f 6 if0 SF -.>ho / 0 0, A-- F_e + Initial Fee: $ Additional Fee ( )• $ 3 ( 2-. O0 �-�- 61 C, f 0 0 TOTAL: $ -f 67-5-5-, 00 7-0 TitL �-y 5-0 , 00 c_ o� p 2 /e --tn� / 0 L4- 1)17, 00 NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: — /C0 Ground Snow Load:20 0/4 Wind Speed: 120MPH /� Seismic Design Category: B Weathering: Severe S Frost Depth: 36" Termite: M-H Decay: S-M • Design Temp: 11 Ice Shield Underlay: YES ✓ Flood Hazards: /1/ USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: V1)8-01 , 7_ • . _ DESIGN CRITERIA: ENGINEERED'/. SCRIPT1 FULL FRAMING,DESIGN ELEMENTS: I HEADERS:0/N WALL STUDS:al' GIRDERS: N CEILING JOISTS: Y� �/07 FLOOR JOISTS: !7 ROOF RAFTERS LUMBER SPECIES AND GRADEd/N „rI`/:/ WINDOW ANDOOR SCHEDULE: ® ` D / MISSLE TEST REQUIREMENTS: Y/N /> EGRESS 5.7 S.F.: Y/N ,y� � i LIGHT 8%: Y/N d�- n5xp / = 701 VENT 4%: YIN ►r 1 '/x3(� / �' (�J NAILING/CONSTRUCTION SCHEDULE: N - f� ry�x /3/ r; �j 0 0 : MEANS OF EGRESS-®/N 17AJC o'Z,5/^ p '• 477k. Ft?, PLUMBING RISER DIAGRAM. YO o k7 LOCATION OF FIRE PROTECTION EQUIPMENT YeP o�( o`�-� � 1-0 k S{7: TRUSS DESIGN Y® 64 CERTIFICATION Ye of / 111 ENERGY CALCS Y( OK TOTAL COMPLIENCE? Y N (RETURN TO PAGE ONE) • .4SPi/syyr sWNQtrs • _ MArCH; �` - AVFs w9�c ; gsPRAcr SinNCLFS / �� ` : `_ -- •� r'h/et4rNtt%e h,RTci/N� ,- --' ----- � t,2 • ;`,� 1 mei-Ey f L ASN/iv 6 y� \ ......z„. L i i ,......___ • I / — g�, M,9-rcit Y lIT • • L - CxW 1♦ ; y yI 1�� -I'+ +�. ! - CWl4 1 , ____. ...._ - =_ / _ - /?ED CEDAR-/vo1 ._.. m 1 . . , _T„ f ' _ __ r �.` . , , I ( - -" I( —L ' �� i! I) s ' ' -- i lk 77: ",: ::::_t_. -- - .,[j- _ I�I� �I � I 6� 7�? WEAs, . , . . / �L... �' r� I /4W251bstTCH cau� /NC - . ya _ , _ — — ___ cs 2dN �, 4, F Fx�sr/pox . ., 7-.H 9°w ,OH D �-- �� T7I') rV 1"� �- _ j. .AD,/++STRBLE4 _ _ _ f; LDuVEjt r wpI 1 � R,./... crrC ex,ST/NG M N 1 ---- - ,. i -� 1- —---------— — 1 -- - I/JSvc ATcn - -- - s t — - _ _ ..W/NTEli PANEi 1t it M I ----A 1 - 'i . n- I 1` 1 --- • a I �, �K�Sr' .�av_L?iT�OM ffx/S T. 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Il c, -s D5 Q5 e co 12N plc t/2 cox PI.`rwD , SHEATHIrk& n 5+l�tPSaR'" t sTA 2q S,LL To :Meg 9tsEEfsLY ► I I 2 6 t. (`/� _* ^tp R �P�M P✓S 8 od. t�FTe SET ?bf PLATE To H.0 le �I O1._ 141- Piz'+ - III 1•Z-0" . - Cr TR) I ✓9Gk 4-lst`M,C3 L y- �l - -� G/RDERs Ta eLATEs_ o ill! / ADDITION ��l } /n�r'2 EXryT 6„ o a TYP/C64• O,O { t �a�� l.��y.-'""`� w �t �_c"' O l � � �- 3 . rllci;1 Y a� 3 Q F- ?"c�1� P�`fw>,. FT/zs 5�16d, JV- n 0 `2 0,PM �) _ . _ \ G41NGilFif� (T.(P.) !� 2lC$ R.R: �` I(eNO.C, NI Q // ` � t-- 4-- 2x8 0) f6` O,C. JAL �� 1 __ ii . 1 51/e I,I ' I /\/� �`3D x�4 9T(!c kATCM 5'4 ��. - SnPson -H-2 TiEDN CrYP� ' SmPsafy"- U26 ` -I RELOCATE '1} t e�' .DBI HORS, ( .' ` vTsNr t� J0t91 HAf�ICE1L ( -q'.' YEN ED " ex/sr o,M•o t �/ �1 °3.dFtsi>• (rep.) I .L.4.2x4 POST X 11 / 4- --� .TRIMM f;�t,r 12. NE1n/ G,ARAG 2x6 STofls i 1 ! ('' J 1 x ( ' EXrer? II •tr) . 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FTG 4-4 - iu ..41C4. fl 5�cr o h 1ookrNG wE 57- . . �.. __ 1• , I WRfIP•WArgZ SUPPLY \ _._ • _ r. s I #e � 1 P/PES./N P/PF /nrsut. _ - I �, a al Ira Haspe_l Cl• a tn///�!5 UL gTE.DSOf f/T 1 NEW $K. i ' �� j� . . r 1 , r I° - a-2o V rr------9- , ___. ___ ..,,,, • ' �4.2,•q Post,' • PArtrRY I Archit-ect›P' C. /• ._Ne IA/ I ' p 1 N ATE.' V 0 /s ` > I I 7-uA exfsr, 2x4 i w C. I1 _ Sri. • : K ( =� I sTu a 5 _, ! 59945.Main Road Exp Zr, �'�TH / ► Southold,N.Y. 11971 �l� r i ST/ a. , , �X •/ •!LI _ ex/sr, Aw251 ��/ i (ZELD cAT� 5 a 5 - - 3 11. 71-5" '_ 5 °a 631-765-2075 —phone �xIST/NG Roo"- /2 APT ERSX15T NEW sxria rES w/"WE9TH6R WATCH" • I / i' ! 631-755-5?15-fax FLgSH1N66 I r Ho M, / - } 'SHOW[% f� /.�QUk3LE HOJeS areL I ---- -- --- -------- ---------- -- --., _ .__ _ _ / � _ •OO U/ "6 S - all 48-8753 cell ati } _ ihaspel@irahaspel.com-email — C)--kt.. 1�1 -- `_r / ' I 5. 16c1 c�tr+cHGp I . ( PAfieet mme sad toad= - I1 , - ~ �MPSON" U2� Nr4HGE� ( (�►` I ( [.� © r- -c-.--1- -r 2s.8 C+PS.C' 1G"o,c 1,1 - /' ,=�.r/ 1, /�' I,• / ��-�..r �/1f\. I I VENT ✓� R. • 13ox3o I 9+�"A.F.F, 1'i iC.--4-1_ _ ���,✓Iwl -Ne N A 1 5 l� 1-1 W/� VI AIRSPItcI< tt� .`/ L. 4-- - - --I fvR �xlsT; zxg 1 -.._ -.- smwre I ,30,k30 , __ �` u: Wil_ /?lifO (' '� w,s t,� Tn a'/2' �——_ !Ili se���„-�� — —=I ! `e: N°7'�. 1050... CTYR / - 011.11 - - - . _ - i , 2.-13emiiG 4v• .ft-38 \'l_ , ,. F I i--1 irl � FOAM SfAI i9 LL ChACKS OP N/NGS; T. VP.NT ✓ - II ! I 1 1 D w t, , 2-2x6 SNc>s !I S/L� TU l=NL�� SNEATJs�/NG ub/NTS It-'i11✓ :.°� t� l i 1I ✓ jf R- - I I '' 2-2�c�4A< II ' -- r �• I ' — 1'' a�,s, II ,� sve Fcoa1z To s,tL 13,.oGwNCr I ;; 27.1.34. iv 1Ni�L o I ro sq/2” 2x4 STODS _ V0,0 Q ANDS ii ! I r xt5 f a3 G r 2 �,�sut 9rioN A 35 P 5035 A335 !�/ WARP W9sTE PiaFs T/zAps /rJ ahs II il '2-13/gfli�/4'Wt- v. ( ��4 IT o N Na�/�T I� ,j ill sircHpi g r P t� NDR P/PE • mlSucQT/ON I. I r -C'.2 �1, r ------•-- (Copyright o Ira Hsspel All Rights Reserved r RE/IdYE Ex,sr,. E'er(/ST/N G .C...22_ -----1) dnwinS ed� c41-1- W/,Y.f. It 4 NEw K/rc�r<N APPI,ANGES, oAe•�'TaPs ' ' �I rtztl>r _�iiz?lilt I f 1 F1 Ci 5 T Fl.00�, pt,/,‘N • pE/� o wMF/� � 4 lr �� {j� �/t'r(�C' r.f'/, exisr ,, A1,/cI -Xe..2.2 • EX1ST," ,DE c,11, 19 tS —t33 �- j ( 7 '" , , 1, ° �iUII, DIhiG SECTIONS via., x , i,4-, .1-_ __tt: /66,,Lf-0 u ! E-X/sr, `f Tnc mrp no.: gSMr .:-----: ,( 7 -'1t711-5 Es '�hP 1'14 473889 - 70- IO-4,� t pb.: . ) ,.1;)i.0 i.cie,___ • 7-0 85 ABANDo/yE •tj �- -1V l , ...) . fi "ILg 3 e� ,'!?�`? ' �C ` �an.a by: Job se2 al a = = ' '��, c S . Gg c • -----:.., . •) 4 . - g J thry 1LooKrrlG l / Lr 1/ L f • • ' ',' • •/41= /1 /7/11 . ' �j d� • crIor� �� i.. -rcHEh w55r 0 0 r-------"----- . -F1M, 57 FLoor P1,Arl ,_—_--.' --------,------- �� c• . .ill dtpri aor , . A 0 ill . _ifm4ii _ -. .,6'1,4./: ' - . . , • a-13/47- live, LSV tz1a cE 8E.Yor19 i I t -- -- ( r— — — + 1 r i 11 �' v2`cDX PnYwD i t Ini�: I I '2* , Rim. e 1G"orc• it ! ? I 2'Li C.B, t�pr'orC I , ,,,,, I _ Al_I I1 O 1 BOO_ 1 (i I I I I_ _I - r4 x(1�/8 6�l - �-Itf�ne= • ai P�t;YON 1? / tk 1 I 9H I 2,,A G & 16 o.c. _ 1 i Ii{ -- f2-22 i I 6 I F/g�'_T'YPE'x' ewe@GA RAG E ! . �, c. Pot ST ' ' I • Qin eQ' —M(-�r� 3'-Q�r — 30 / E �j�, v �r m. CDN ! M � ii rt?h'y If'" it: 3-144tc5r,2�"INt. .Ft.vs1� 6if;PER ° �. 0(�ta DiamenszelH �ND "YJAtIL `TYR} 2 I50. fc.AM 1 ' - -- - - — — — — -- — — 1h45U�AT►vN � sa::1_^c4-..Pl,A1T 3O - •, ,,�-->• I - `I•^- - - - '-- - - - - - - -- - - - - - - - ' X x x X i ! -.-- A 1CD"tJC•P/ER feor/NG • I ik / B�`loiv p I I ! I I f �� I �" cavc, FoaN!)AT ioty ' I ! I Ni wit u -N°5•0/26-609R Z T' Ll1 I I I I ., DOw Et @ 32�`o,c - -- - - - - -- - - - - - - — - .a- -.1- I I14 l I 8'x/.G GOyc• ftaoTiwG 20'-©�± ,��G /sr 121-0 �►r�D1TloN N a I I I CA ADE - - I (Ar 12 12 oof _ psi rinc 1I / �, � 1 C, TD E 25� 3 � CT1or-i GOOKiNG NORTH Y�} - 1-4 ; �r��►r/o/y Ii A`'g X5-I o c k ( ! '� SGt. wAsMEhtS i t I __ I I 1I ,..._ fl i 4 COMc.sLAg J ! „ ‘ 4,,i .' to z _____\ -1--- i _____ _ __ _ ______ ___ _ _______i_______t, 1:.' \ , - =--4 �o , s. - j 1 �� X W --.\----" Ariusr, MA SVNRY .,--N_...". 1 ``o I I I I 7`29 TCH EX/Sr, Pi H.- -�- i ''`S1ME'$Ore 1-I0U2-5052,5 5}•IlE/4RvJALt. #'oi.D ce' oORNtR P+SSeM61.Y is PI I 5t I SLAB. • _' :, I _ ,4Hv rioott .JAM�./+SSt:Mt31.1eS N V'at �� jz 1 I I _ Pt-3� - i ,\ %z E tN\ cor , p,Elt -co E, 11 ICI _ 111_ 2,c�C�t6'o.c �1, • i �� H N • I re ' 2� x /2 I * -111 ---,41 i - i PI `�51ttP8oit`'riF DN - ►I �. fix! 5T &A5E M E1YT os I c c rG• ! / ,/777 /49 ,gra Sow, aoJ, -- ---- - - - -_- t lll N amins. - ti I I 1 ! : /�'� - W�LI.!<NEE t j - /3.•1;47,5•/2 c.o {-- --. -- - - - -�N<lL1. ! f/ SH vi. Ft.ISH • `5 L e�� ' I - - i -.1-, _l. Gi�r�ER i RE/4A/2 �DOW6 ' \ -•'- - - 22 _ _ - l -- • - _ - -----� tK/ST SLAPS / ~SIMPSON�/ t T4 now; 0/6"491c, ....._�� -r ON 6RADG 1'ASAP (2 /MSVLpTED w.s, gGCE�S 1 ''.At�+lANT�C 51411Th t �_ i 11 1 / o To corm,: R w/ADJuST1sLE toVVEA R'30 I� ' \' GyVt'� 4 NArt, • I 1 I / ! U 0 + i� - - I X _ 11 _ __/NsuIRTE��w.s * 1 a 1_L1 "% slvit_zb- if di i1 6�'tB"0.0.---> ($►S2) AGcrss A2. w/ ___ 1 r d to / 6 y _�: 407, coot/SA ,P✓Loc(( SOL 1 Iy CRpw1. 1---- • • • - ,;a, - ` _ - / Q-2 CD co • ____+_ —----_ 71 '1I ^ _ '' fN t.,L,ou E1 14'- (1/0t 121-0" I - . _ Ir �-xisT. �Aoirioly / AGE 1 AITIOI-{ 1 .- Haspel J Arctect,P. C. ok Q SGT o ty goo/<„iE 51- y4' = fi O” • k-----1 _.� _ _ . _ „Ill) General Notes o,o• 1. Contractor to obtain all required approvals, ° 59945.Main Road - permits, inspection approvals, certificate of Southold,N.Y. 11971 V2 �N TH1`ZU I•t.40F `- . occupancy, etc. from agencies having _c.o� .. A-1 631-765-2075 - hone /2 o o f _ _ I f _ - _ .l I Roo '- ,extsr jurisdiction. p r� , ! 2. Contractor shall maintain coverage for all efihvta ) 631-765-5715-fax Z _ :-- 516-398-8753-cell ? insurances,bonds, etc. as required by law �-- T r n I ' d �� - _.--- -_--_ _ _____ ------____-- ____-- , and by the owner. thaspel@irahaspel.com-email I �� 'i�2 I I/Z 1 I - 3. Contractor shall provide all safeguards as - 3 t I , . required to preclude injury to owners and > t I I J I I I -- ► Torsi contractors personnel, and to all other I «I LAV. 1 -sFrr�c ..sYST4-4 persons on the construction site. SC WAR T Z RESIDENCE ��J k.C. WW iLl- --, 4. Contractortoexercisegoodjudentto_ minimize damage to adjacent and existing 105 0 PARK WAY WG 15T �,� _ _ � „ - U vr+ Lr y U r _ 1�t- property. 5O U T D O Q NY11571 5. All areas damaged due to new construction 7 2rr 31r l h IV 12 r 3rr 2 ' t� shall be restored to their original condition. c'° I �\ r-1 :- If 3'r =_ ! I 6. Each trade shall familiarize themselves with �� --"--7.> ____I _ the intent of these plans and coordinate their "DO I.T70 N '- - r NO VAT(ON work with other trades. - - Housr; TO EX/CT 7. All work and materials shall be guaranteed T'APp S'9N/r91 T. sysTEM for a minimum of one(1) year from date of (Copyright C Ira Haspel All Rights Reserved. ' W. __________ _.-. _ - - -- ... _ ___ __..-_-__ - ----__--. acceptance b owner. 8Sh'1 T __ _ _ ,j.- �S M T 8. All work shall conform to the Residential t • _ - L/,VE Df A�-G� A6ovE Code of New York State, 2010 edition and EX/ST 9TH k/TCHEN I /'ZELoer9TED iT—IiIi_ — -------.----------_. i I all other local codes and agencies having �OUN � T O )� ��., N -- --— _ ____ PLUMBING f15ER DIAGlAM 9. The Contractor shall notify the Architect if any discrepancies occur between actual field conditions and drawings. The contractor shall verify all dimensions and conditions in r,amop m_ o RZ, OM 5iiiG 1 15 6- P/4 GA'/9/1 et RN O U (`I DST ! O N P�f�1'l the field prior to construction. MAP N 473089 - 70- 10-4.3 / ►r /l , 10. Do not scale drawings. Written dimensions N. r. S. 4 = / - O confirmed by field conditions take C'D, precedence. If discrepancies arises based on field conditions consult with the Architect before proceeding with work or ordering seal i by: kb Na: "N materials. .9"4 5I 11. The Architect shall not be responsible for . -the performance of the Contractor, Owner or 4 lode dale Subcontractor-or material supplier nor shall A A. - 1>I,7/11 he guarantee their performance. drawbv no.: • . 12. The entire work shall be accurately framed, � 0 plumb, level and true. Filf 13. All materials shall be installed in strict . IV _. conformance with all manufacturer's ♦ - ♦_ specifications and/or instructions. . — ' �� �' WARNING: - T r_ _ ►SptiALT �� 3 ,i 90 pin- EPDM FZ,r�Y It is violators of the law for any person, \ .� 1.1R TO COD! SHI f+6VE5 � 611-AP,... ro CODE POH&MED r° �.PPRoveo unless actin under the direct supervision !'' 5V85TRATE «Is �4" Cpx of a licensed architect, w alter any item I. in an way hearin the seal of an `ca\............„12 5H�/tT H i N C architect �. If an alteration is made,the altering `3C �/ h • '51'IPSoN" 12.5 (1 12"o.c, " •.0 ASM Door ?r�2 SotV Su�ROunD �2�s2 architect shall affix to his item the seal 1Gfii RASH C iii _ and the notation "Altered by:" followed by / SHI QLD U ND EP W►Y. � f — ---- _ his signature,the date of such alteration, -- — -:::: Co.e, �-- —*- , `L!L!UUIEMI anda specific description of the alteration. • 'Fiil'2 • .ii Li i MST. 2-2�4 TDFCATE SO Mlle FPD M Fz00fIriG 4AP NEW 2rc8 Tbr�.ATF rrl'4. - I -4i�2 5@iZ"o.e, - • I • j • • z-3 9yroF��►TF -j T .NT, AviEIxtrAIc @ •2+►"..o,\2-2rts2 @ 12 0.e.• �Ubl'f f'�DNF.1zEt7 To2xt0 - o.FIR PR ; i I 4 E^ .2-1.a�It4 LvL Hr�rt(rrO I rPPizoveil sva,rRATe, °o`� co mss!•" GDC $ 7 THING ItJzTAkI.I, t' NIANUF. DIt2EcTIoNs 7 . ,r . • . _rf.R1t leTE'(Z - -PDK STRIP (Tap SOIL. —! 2 G R>A+�/X1, ( �� • '' I . I Ar 2-` �4ri fiE. `'1 t s . µOR Gyp) 6EoTEXT►l.r -Ftt,TE}z FABRIc /1—'1 =_ ••. -• . vHYDRtTEICH"-H`(OrtOPt•EX3D t - I I II -- _ is . oT'ECTIoN cod F II , ,� I — s, PR ' x0119 2"D 1►PKbR-90 MIL EPDM Silt, r i s 3� Ho�E 2 -0 o,c. lgT �►''1• �c . cI IMC' ST. IV, buss r �_. ---. - - Ire soN" SD -►/4� COPPER -7------- 1 I tits 3 "S p �5 x3" _ �-. I ' _ l , i t 1 �� sq ws C.4 o.c•± (r•rp) iki/p pGE �4 ►- . ,Al y I , TAPTE(ZE-P 2�� '� �+L.� poSTs', 1,.11 Wo, Sorrfr I ( )12.G. 1121:12 1� o•t I I I �Vsa 1;4,1404-00x, _ N ►i�i�.rr�.ii�-.•���• 3/.1 x 10` t•A G pori 6ot-rs MIN, 2"14 Ca '24" / --� __ O.0 —'� 1- -� C,�ttitK ;� .. V'slMPsoK�H2,6 �• - • —� i� (TN P.) — — �_� 28K% _Ill 1-3 __ 2- 2 12 ()MR h1=2 I2 o.c. --� H-17 - 2.- -1L- — ,� sTAitz FlEYor+� 1a $KAGKET C' 24"o.c. I '' ' I, 4----- 2-2"S TOtt T I -sit►Pson� -GB86 -HOG + - w/2-"�/4 to DC`s 6arT 5 ��' IV III , . I/ , ' -- CTY.P• ce posT S� o 11I _1/4x Il4 LYI•-NDR -EA. SIof-cross.ovvie24'o.c. �,j.:� - ,. . . I _- :. = p (` ;:i 1NSULPT>': XtST g x I ✓ X •1 - ---• 1 t:K , r 374 CDX PI-YN D. 5H EAT H N G I'91' L.__.► ..�,_, ;;L�;. --L+ -_ "TYVEK" HousEWIZAP �— ' 3/!6 5T'EEL SATE %%TYK F-1.-Ash. SYSTEM ET_ �l ;..._, 4 elk', PAN 5 CTY P,) &411111.._.: GuS2 ` " - �s% ,SI!✓I�soN -5D5 /dX3 ; 5EcT ► oil 4..-vu 5u ly DOOM - f�.kSCRaWs @ 4"o.C. 4 _ _ _ SEE wAw sEcTioN li Th IS 5 4E4T `fov O d''- As SHoWIf I I !►bD1T1o1Jhv IN�O:tM,Ar,o ort-V� IF`j �touGH O .$fNG-s lfid.@ !6`o.c PRE 1'uNGH WA/ES F-- — — — -r — — — — — WITH oWNE}� 5�RE6AR-L c .) INgTA�t. -H•>�GAI.v. 3/16" ST.T . C� I I STEP FOoT)ri G wit•AbOW5 -DOOR5 � FLASHING / _ c I EXT. OF 2 OLJTs)Dir Cr NI%f25 11 , .rolyp• .. HOT SHOWN 04:14r Ct.,�r1►T`( I I 2 A41 -.-- - --- --� y $SIC CoNG• Plc -- — 0 __ .. . _t f Ira I-Iaspel Architect,P. C. , . - I O"0 co N c• PIER tj """ �- -_ I--i4-.5 fi REI R Y T, o ,r _ •' . 5;94 y.Main Road ' : $ � I- 51 MPsoN -LT A ANCHOR 'C9 DO NOT PROCEED WITH :'uuthc�ltl, N.V. 11971 TO G►RDEfZ {TVP.) ExInT• �f'%S� MEN T I3�4x 5`�2 LVL EA,sip - - Fd IA(�41vG UNTIL SURVEY �� OF FOUNDATION LOCATION CO►� ss E'iW4 @ 24"o,G 7► °" V.I.F. I r n) HAS BEEN APPROVED. ° ' ' 5 -• +hone INSVLAT I��/Y► . e 1`- lay /� RETAIN STORM WATER RUNOFF i]htispelr�,,:ira:taspel.corr. - email PURSUANT TO CHAPTER 236 2+.6Ac :,--__=_-010-1 a _V I _ - -o - p - - - _�_ _ OF THE TOWN CODE. 1 ( -- I EX/ST GiRaEn Jr '""� ( 1 I I—I I p ec,name and location: , lr t I UP Illk N a l III 1 1 i I ' G I 111111 III I I I I I UNDERWRITERS CERTIFICATE C N W A t�TZ E 51 D E 1`i G E teptv 5-2�8-$UILT-Up PosT " I• �- -II—�- 1 N- i I 1 I .1.� X1-- - -� I-- - - Ili' -' REQUiREO 1050 Pj K I_— — _1, - - — — I <0 SOUT NOT, NX I ►571 "- - I. - - `�`� - - - u CEJ F' ' � i sIMPSoN c1386 H•D. GA i I 1'I ( � Q TE 6 NEW 5Ury MOO 11 coI.UN1 N 13A >; ANCHOR - - - - - 3 ' ao 3 tasrtr I�S DTR: i �- - - _ x xrlh�w UI'� _� " �L 1: r--- — 1 r- - - -11 1 ,,, . 111+161. 14"11 �� h — — — �, — — — R E M O Viii F�c15 T. rk -,e r CO STR I.E ION DOC:UN .1iT ATE IGE / RAI h SHIELD V NDE R �— — — -iE I— — — "" t'XtST• WINDOW ,� I I—i-1_'I Q �tO�II�I r ---:S - BS M U '/�I fi vs w 61,a 1'•o"o,c, I - - - -NS ----- i I• '. . - ' . I I— �ii\I t ''= in..��� /1�F1I.6 ART. I I I ( / > Lt.I_L I --i----/--- z _ti I I ��'�,� 'I — �- - '�'— �. / \.wip, -I/ Q' � ger P - rk 20:2841A, cct BANDICERTIFICATION OF _�_ _ 1 i"�: _-- ` ♦���� I f:Hys �'--'`; ,�'�J ot►TI NAILING & C �' 1 / 1c.,. _ r 74 \\IT._ i — �,� ALIGN FAct; of' I I _._�/�:2 Pc 6 / NRG AG D CONNECTIONS 410, I PITcH GRADE • , — � -:� o FRAME W,.t,s I �� o,c � .��' REQUIRED. t - ---- --_ 1141L....4 X .) \ /---.—Li_____. \\-49-- , ' -fr...f____i2 L _ —4.___ / 6x - I.4w K .4wWWP I m 4_\__ _ __ ___ __ ; '` -L..- ---• Vr w srAlits ill COMPLY V:�i E 1 i ALL CODES OF . {.y- l.' 1 i. �, co d 6 I / — - - G J t ,� i - c� Ty T VVN CODES I -__. S-# N C. FN D . htAl L -�' I G M 1 V V,13. I j 1 I — t._ . ____---i- 4 '3 VW_ - I - —__.. __-L_- " 1 _— � -1 Rs NEW YORK STA & U 2 50 BZR -LONG, �� " clt" % - ' ��. — — �, _�_ - __-- =__ /_''.. 2 AS REQUIREC :r a' "' . I — _ — __-. —_3 RE A -LUvJEV L 24 0,a, — I " .L - ..— - _ -- / I_otI 6 O - 2" INra coNc. 5t'AP5 - I 2-RIGID INSUrATioN r I 1 ' \I �� i `I ITHOLD TOG�N Zia 1I I • ( LLa i \ 3-27,t3 AcG .� \1 ;1 til , �„•v NNIidG BOARD I -.--. - I ` , f ila ; 1' GiRDGR•— -F_F- IS I ;C �` SCJ i HO_ PLS - """�. _., 2 ta' a w _ .. —.�._ -- _---. � � �/ ��/ I � > i _ 1 � I i I I I 50L;;H^_.1 T1J�rJ+� �h.,4'- E$ Cop}rril;ht-n Ira f:{aspd f�.11 I�.ights ReservedI � • �. �. -�' u_ . \U � �`N Z � � '1/ ,141 ,0,,3:1 :/( I I I I I f� .;•DEO f 5 C om P OT ED , `1 ..—. _ ] . I 9 �o A� d� \ � 'I p + i c �' \ I I i Sv8 GRADa '� I , „. .L._,_,_, _ _ 4 . ---� �, � - --�' ( -, F. _ a o = —�� - - - - - ;07 DAT!o N. I . c �. � ° aQi / , tMa;�E P,�.Rr vF «r. PLAN -LAU. c i - - I ,� I N P __ 110%0C. t3'-o o. c. � ° Z 0 b E G K i L 5 - � 5� T � + 1 :�., lo' coNc. t» . ° 2 .) ,� I APPROVED ASN• OTED I -� f f � A��• } DECK/ G`bY l 1,C,/ _ •� Q OU Q a4 _ , I j !� I a w S� RE�t3AR V!%RT. a f / O r /''�® 3_�Q'33 NTS U L �D • BATH > PTE u p .1 cors c. s�A8 t� 1- SIMPsN L;TA4 rWcNo o + .P. ..111••••••••••••••••••••••“.. -. _ / cJ i 6 t�6 - l.4w x (.4w W. F. " rc Gi1Q (T'�P•� R -7 071C. - 7xs foci --t C9 +_- "� / // (....._______:EmtpTmA., "".�." ' •� • I 111 6 M s L I - FIz�A a� F -�/ b BY �_� EE: 3-2s�'a Acca ItoVND o NOTIFY BUILDING DEPARTMENT AT P _ _ �4 47 ?0• Io- e x le C -IC. .rooT WIG p°- ` : . - I 2" Kt Go' INSuLAT ION- 11 — — — �yiRot=R .�.:.— _— — --� EX�sr�rntt r-` 3 _ _ _ _ _ 1, 41 _ s 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 43 .� 8 I — — — —— — — 9. FOUNDATION-TWO RE Chaae: S.4/2)4.4 KE f WAY I D� t` 950 Co IPACTED 1 '' t--- REQUIRED • FORG, , ' ' gull, GRADE I — — — — --� �^ POURED CONCRETE D.ROUGH-FRAMING,PLUMBING, -• - .' -. ' _ — — _ — — __ _, I 12'- Ou STRAPPING, ELECTRICAL&CAULKING ate,,, ob No I , :r 1 . . =. . a•- INSULATION seal 3T EPOoTln G — • ., — �._ — , 4 FINAL-CONSTRUCTION&ELECTRICAL • y r- '' ' i Go6 VIRGIN 505 GRAPE e,1~YO r 0 `-� �-� t' amu1�— ul / V (, F MUST BE COMPLETE FOR C.O. `q:..`�c:::.--,17.1)= �/ I �7----------�_5it•tvsa>i C 8 gG �TYP,� ALL CONSTRUCTION SHALL MEET THE �;"'' ''''''''''''\ ">,4,',\ lode; 0 (W ti/V.-4-1/ /4='>f < ., •.�\ ., 1�4.-I-p I A 5 5/0/t2010 REQUIREMENTS OF THE CODES OF NEW !' , n YORK STATE. NOT RESPONSIBLE FOR i, ' C , " -`, ` T c �. �L 5 E GT o n '� 2 o - 9 -/INDP ITION FOUND IAT I ON P L N ' DESIGN OR CONSTRUCTION ERRORS: !I --` : d" *"•: W.F. ,a JUST .v OWN Se t. CTtr- c' e. ,�I1Zi = 1 (71► -WiNDO1�19 ,� pooRS � 1/41 r.: II. SII ,}- , t g C011 TIN uOL15 LOP° t, PATH / `�`� 1 C 1 / WARNING: • It is a violation of the law for any person, unless acting under the direct supervision ..i2. of a licensed architect,to alter any item -- in any way bearing the seal of an architect. If an alteration is made,the altering architect shall affix to his item the seal -- (D;„ and the notation "Altered by:" followed by his signature,the dare of such alteration, and a specific description of the alteration. / -.71-ft:'icAt- 3/4° cox CST sHEAr►a►r4 c I fhNtiE-I. 3 € ALA- r08-T5•- 2 Sr DF-5 e - N I I I N PI L L. cz ViPKI N r2?-11 of VM1•L�v. &4"o.c, HR rt, cwt.' 11- _ _ _____I, LEVEL o f E9 R T N --Z s... s.•. �I ---- - q a I=oma . H T ^ — , 1:/ . I I -.1 41:12 . • 'i \ ' j/ \ ' Ni 1 —r LJ '_ L _ _ _i — . - .,__ '_ _ _,_,_ ___\, _L _ ___ _\L ...., „ / r---- - \ . \ 1 _ F.0/ II— —/ - LLT2IT1 .- . -f . 1 . . . lIt I /YfLo cAT F� I � � � I I I I I — i 5s147- 1 / ._ ____ ____ N/N W I L _ _ I I - - - - ,4PD 1T ID h1 FK/rT 04C , 6HDY6 ECf T 6/�Co vooh IC �� SEgC-VPPNp, wa914 fw.P, • VEST BLE.VAT1OM at;11.9 • • • NEW oVE,QM/ O .r_ — — — – I I ....._ t / . ,.. ,...\) :... Ira Haspel .......Th , , . . . , _.,1 b....__,_c,.._.__.,o, Architect,P. C. /).. 1 , _ . • 1 r 0:,--', • 59945.Main Road • J i,f' Exlsr. bR pct'OT L.K, rec15T. rar15T. TAM RM raf4RAGE Southold, N.Y. 11971 4 3-4 � 31-4 il 4.. ', � 631-765-2075 -phone ix _ 631-765-5715-fax '.� 516-398-8753 - cell =` • R To 60'0E I ihaspel@irahaspel.com-email • ` 1111111=1111111 =�=— — P- WARNING: It is i violation of the law for any person, unless acting under the direct supervision of a Licensed architect, to alter any item , in any way bearing the seal of an architect If an alteration is made,the altering .4. architect shall affix to his item the seal and the notation "Altered by:" followed by ri71.- • his signature,the date of such alteration randaJf'trefig, 1/1.; flie To C O,� specific description of the alteration. dw oY6Rl1^r!c — — w� 1yr,/SING To coni y P�hs>{,-CuT In _I_i 7TIPI LAS 3/.1" CDX $xT. S145.ATHinC PANF.I.s @ A1.t, posTs ?ri4 R.R. @ (ro'o.0 -♦aZS� C--fir`N, , , I'1 IOH I D.c,Auv. Q 4" c`_ *+ FILL. �.TT l G %( 4,F Vl �; ,1;,_,:,', 1•4•` )AL?y -0 �tt�wEHAIN DEQ of wp4 .11E, c�.C�tst -- r_ _ - - - _ �i-?G� a R f III I 17r� M .�... To ���_ i 1 ANTS __ I. m���►1P����i���■��i ���uii�iiiiii � i�� ii r ____ Q�- , _ -• ; ----......; , - �; y _ I,..w.-- . :.,---1 _ _ - aY IiR 2 r,�C •GaNT. @ 2.2).4 .F4 --..0 �•'s..�4@t2 Petro 4 x•38 In' \TO , I ,` L_ • iNM FA \ ' 1. Yps6TP t$ • i ____Wil ` Ex15T p�R ExI 5 g ---t I ' ---- - Ikr { �bCOJJtt?T 6 ,�Vt?c�IcET • I T �• L i e� d f .�► +-i ' I I 11 114ZK" s frRo u�tD i • 1-1 _+1 1.-1 I I -1 I L - - 11\ _ r NEW 5UN . , d _ - - - - t. �. 1-I I - - - - - -�+ _ ' ROOM E.� �y tit I ,- • 03 1 -. r . I 1101 ' �!I _, I r - -- - I 6KIsT. srlT J - 1 L'' 4 - PPt�ooP E�PoSED ► I ! I I I i I I I I I I T FaI1NpAtTIoN ���! 4W caot-4c, SAAB - Chit. V•ts I I I I I I I I �) 21' 11IGIa Irisui.• J' -O L — - ri I�1 1} 1 �� su CG R��>c5% COM r�.cr>=a / -CO „ ,, L1 .4- r- - - - - - - - — — — — ——- - -- — —�� — _ - - - - - - -- 1 �.�C/ST NEW A�/T/O/y FOOTIN G n o(�Tr-� E E V/�T o ff �` ' • ,� 5� I o r{ ct . / �l'�OTS: SEE se-crON S bW C A -C9 f�/2 0E).. = �}DpfT/ONAL 1 /NfaRA>AT/o� SEE SEcrio>y Il 1'DWGA,- 0 .; 0 Ii'i1uu11 i . J fr1 6,A, ,fib cope _ • - NEW ZINC COATEib •P sY Go?PG(t 1=t ASND f r\ iTh 36 w.„ICES `• ,• coUNTI r1.^SHINC�i 2 \ / ►N sHIEvb 4t o cur 1isW �� REMOVE EX/577 14 _ 1,LEY FLASHING_ @ GR►GKET -' Ira 1-laspel eft NEW ° M�45 'I \ VaWH�9Nr, - -____I.LI. ArCI���Ct P. ��• • • ,. .+ -- eLR — .�, r- r --1- —i} r 59945.Main Road El _ -, . •��. %___ H_ FA _Q ,� - , __, -1-. • Southold,N.Y. 11971 _ - Iif-I — �r __— 631-765-2475 -phone _r _ . . __ -- - --I- +, 631-765-5715-fax I, ° -I -_ + cCl 516-398-8753 - cell W — _ _ tI- __ _ (17-,Srawo....—„-_. �I— ihaspel@irahaspel.com-email v _ T� MgrcH a _—II_ -11 ,mese- -- - --► i =1I= -1 Project none and location: 1, —11-- —I cv -` - TVI 111 C" I r_Hri__-� k ' - . 50 N V� P)T 5 t , — - ---� 1050 17 At�l4 WAY J I I I _ - 0 -Nam; �� (,c6-womi , J -- _ — -- I Ii -, - U T H O I,D , N �Y 119 71 31NG. I I p6� i-47 I ( r— I - i I • _STA/ ,_ 1 rp.44,r,vwc 1 1 1 T RU H TO tays — --- 4-- — L- — — — — — +- — — • — —— �-.�E� fOoTiHL i _ f r• \ ( CONSTRUCTION DOCUMENT DATE ♦ ��� I ` 3-412 AC C2 C, EX/S7 NEW ArawT/O/y STR I►•1 Gr S # REVISIoNs IpAT e. G,8"* .l N(/ 5}�sT �l,EVAT ION '� > srAl r �� - _s , ��R, oEcaclwtrwa�r5r 4 /16/lo SC?IL /Al z��2 0 — _ — — . 7 F/QgMEs ' `cat +.— 2 RE 1SI ty 5/12/10 1 1 ' \ 1‘ i • ! . • SO i.— • • I \ go 1''1' PDr1 1 X44`( "PH ROO CFip FItyG • l / 0•41tit P Pr z ov EP OD 577tfrIT 31"0 f1- 21'd 41 2�o -.� 2.141' I_ It J ►, 1rsT�'w M lAN ug . / 0* -ot 1 / \ / i it I 1) 0T-7,3-Tight ll o Ira Haspel All Rights Reserved. 1d_. r dxawinK title ' \ SCTIOI`I I ' y .-pB.L L Or 90 Ai�L b-pD/y a �, i • 4• I .6EarexpL6 REE/�l Aoof f-s,tgP' I� VATON `, \ • J //O„y/6y PL91VT4 kk I I Q j v V ` Tu map no.: • - - MA P4* 4-798e5 - 70-10 -43 (Ph.: / • \i . - \ • • \ I L __ _ • — — — — — — — — �-�-. \, \ \ V' C.D. 4----) / 1/dawn by: Job No.: N �.% -t l RR ra CoDC I sea! ,,,.„,,,,,_-_1_,,,..,),4,-_,- -”. 1'1 S r ,i7-.5::::-;•::',71:477:,-.:-•:. ?ai \'• f.N,:;' 3 sade if I date jj ii.(S�:fP F.. P Nolo /,'` _.z. . ,c-/ t) II I .. t ,‘(. 7 1'''' - ' drawing no.: QF AN Y4 =ILO1/ . , AP ,,,, ,-- ,:7-) A. 2 , is . •-. s; ° _ °�I ®fir s • ,...i ii... ' /� t r { SA9LE 8301.6 SECTION 8310 s en more than one smoke alarm is required to a installed SECTION 8320 8406.2 Concrete and masonry foundation waterproofing. 8502.3.1 Sleeping areas and attic joists. Table 8602 4 Interior load bearing walls. Interior load-bearing WARNING: E 5 r D E h T (A� CODE �t o T 5 MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE EMERGENCY ESCAPE AND RESCUE OPENINGS within an individual dwelling unit the alarm devices shall be in- PROTECTION AGAINST TERMITES In areas where a high water table or other severe soil-water con- R502.3.1(1)shall be utilized to determine the maximum al- ! walls shall be constructed,framed and fireblocked as specified It is 3 violation of rhe law fol any person, r� PER SO11ARE FOOT OF HORIZONTAL PROJECTION R310.1 Eme enc esca and rescue re uired.Basements terconnected in such a manner that the actuation of one alarm R320.1 Subterranean termite control.In areas favorable to ditions are known to exist,exterior foundation walls that retain for exterior walls. �' NEW Y D F�K STATE �O�7 d Towable sparl of floor joists that support sleeping azeas and unless acting:fader the direct supervision s e Pe q TRIBUTARY LOADED AREA iN with habitable s ace and eve slee in room shall have at least will activate all of the alarms in the individual unit.The alarm termite damage as established by Table 8301.2(1 j,methods of earth and enclose habitable or usable spaces located below attics that a�'e accessed by means of a fixed stairway pro- R602.5 Interior nonbearing walls. Interior nonbearin "' SOUARE FEET FOR ANY P rY F g one o noble emer enc esca and rescue o nin . Where shall be clearly audible in all bedrooms overbackground noise protection shall be by chemical soil treatment, pressure grade shall be waterproofed with a membrane extending from vided that the design live load does not exceed 30 psf(1.44 walls shall be permitted to be constructed with of a licensed architect, to alter any item STRUCTURAL MEMBER I Pe g Y Pe Pe g anual ;basements contain one or more slee Ino rooms, emer enc levels with al)intervening doors closed. preservatively treated wood in accordance with the AWP." the top of the footing to the finished grade.The membrane shall kN/mz) and the design dead load does not exceed 10 psf 2-inch-by-3-inch(51 mm by 76 mm)studs spaced 24 inches in any way g the seal of an architect. (WFCM) -Comply with Wood Flame a on milyton M ROOF SLOPE oto 200 201 to 600 over Coo P g Y e ress and rescue o nin s shall be r uired in each slee in xce tion• I nnection is not r uired where smoke standards listed in Section R319.1, naturally termite-resistant consist of 2-ply hot-mopped felts,55 pound(25 kg)roll roof- (0.48 kN/m').The allowable span of ceiling joists that sup- (610 mm)on center or,when not part of a braced wall line, If an alteration is made,the altering (WFCM)2001 edition for One and Two Family Houses. $ be $ eQ p $ E p nmitte wood or h steal barriers such as metal or lastic termite in 6-mil (0.15 mm) polyvinyl chloride, 6-mil (0.15 mm} ort attics utilized for limited stora a or no stora a shall be i2 inch-b 4-inch Flat or rise less than 4 inches per 20 l6 12 room,but shall not be required in adjoining areas of the base- alarms are permitted to be battery operated in accordance t P Y ( P g' 1 mer-modified as halt.The P g g Y- (51 mm by 102 mm)flat studs spaced at 16 architect shall affix to his item the seal shields),or any combination of these methods. polyethylene or 40-mil(1 mm)po y F determined in accordance with Section R802.4. inches(406 mm)on center. Interior nonbearing walls shall and the notation"Altered bv:" follo¢-ed ksw ing shall b Climatic and geographic design a provi-ionslof foot(1:3) merit.Where emergency escape and rescue openings aze pro with Section 8313.1.2. 403 joints in the membrane shall be lapped and sealed with an adhe- in capped with at)east a single top plate.Interior nonbearing + mgs shall be constructed in accordance with the prove Rise 4 inches r foot loot(1 vided they shall have a sill height a not more than 44 inches Section R this code as limited b the rovisions of this section.Additional 16 14 12 All smoke alarms shall be listed and installed in accordance sive compatible with the waterproofing membrane. 8502.3.2 Other floor joists.Table 12502.3.1(2)shall be uti- walls shall be fireblocked in accordance with Section s signature,the ate o such arreration Y P less than 12 inches per foot(1:i) (l 118 mm) above the floor. Where a door opening having a with the provisions of this code and the household fire warning Foo rings _ lized to del:imine the maximum allowable span of floor 8602.8. ` and �I specific description of the alteration. criteria shall be established by the local jurisdiction and set threshold below the adjacent ground elevation serves as an equipment provisions of NFP."72. g g SECTION 8408 joists that support all areas of the building,other than sleep- J� Rise 12 inches per foot(1:1) 8403.1 Concrete footin s. Concrete footin s shall be a forth in Table R3, 2(1). 12 12 12 emergency escape and rescue opening and is provided with a thereof and greater bulkhead enclosure,the bul head enclosure shall comply with 8313.1.1 Existing buildings undergoing repair, alteration, minimum of 8"deep and 1.6"wide and made of 3000 psi UNDER-FLOOR SPACE ing and attics, rovided that the desi n live load does not ex- 602.6 Drillin and notchin p g g g--studs.Any stud in an exterior 8301.2e Win Imitations.Buildings and portions z i char a of occu ancy, addition or relocation shall be pro- ,concrete and b e a minimum 0f 36"below grade unless specified teed 40 psf (1.92 kN/mz) and the design dead does not wall or bearing partition may be cut or notched to a depth not o MP shall be limit. by wind speed, as defined in Table For Si: 1 square foot=0.0929 m,1 pound per square foot=0.0479 kN/m, Section 310.3.The net clear opening dimensions required by g P i R408.1 Ventilation. The under-floor space between the bot- exceed 10 psf(0.48 kN/mz). _ m t inch per toot=0.0833 mrtt/m_ this section shall be obtained by the normal operation of the vided with smoke alarms as required by Appendix J. otherwise. tom of the floor joists and the earth under any building(except exceeding 25 percent of its width. Studs in nonbearing pard emergency escape and rescue opening from the inside.emer- space occupied by a basement or cellar)shall be provided with R50233 Floor cantilevers. Floor cantilever spans shall tions may be notched to a depth not to exceed 40 percent of a r MEQ A� 8301.2.1.2 Internal pressure.Windows in buildings 10- TABLE R301.� [F] 8323.1.2 Power source. In new construction, the re- v M � , DEFLECTION OF STRUCTURAL MEMBERS'."•° gency escape and rescue openings with a finished sill height uired smoke alarms shall receive their rim wer from ( ) g ' ventilation o enin s throu h foundation walls or exterior not exceed the nominal depth of the wood floor joist.Floor single stud width.Any stud may be bored or drilled,provided ��N v cared in windborne debris regions shall have glazed ALLOWABLE q p arY Po Table 403.3 1 Air Fireezin Index-Riverhead P g g "° N o nin s rotected from windborne debris or the build ALLOWABLE below the adjacent ground elevation shall be provided with a the building wiring when such wiring is served from a corn- Research-Station No.307134-Air Freezing index=510. �,walls.The minimum net area of ventilation openings shall not cantilevers constructed in accordance with Table that the diameter of the resulting hole is no greater than 40 per- x �' g F p y g STRUCTURAL MEMBER DEFLECTION window well in accordance with Section 8310.2. be less than 1 uare foot for each 150 s uare feet 0.67 mz for R502.3.3(1) shall be permitted when supporting a cent of the stud width,the edge of the hole is no closer than s/8 -�!`sn o� �o g e mercial source, or an on site electrical power system and SECTION 8404 z q ( li ht frame bearin watt and roof onl Floor cantilevers inch(15.9 mm)6r the edge of the stud,and the hole is not lo- rttn�E`£a ?t =H1S7.SOC�FN o o in shall be desi ned as a attiall enclosed buildin in accordance with the Building Code of New York State. Rafters having slopes greater than 3/12 with no R310.1.1 Minimum opening area.All emergency escape when primary power is interrupted, shall receive power FOUNDATION WALLS each 14 m ) of under-floor spac�area. One such ventilating s pporting an exterior balcony are permitted to be con- Gated in the same section as a cut or notch. See Figures sTor''N N>w� = N cue y ��p Hippodromo Glazed opening protection for windborne debris shall finished ceilin attached to rafters 0180 and rescue o nin s shall have a minimum net clear o n- from a batte Wirin shall be rmanent and without a dis- opening shall be within 3 feet(9l •nm)of each corner of said > �Nt a �a Pond g Pe g Pe D' g 8404.1 Concrete and masonry foundation walls.Concrete building. strutted in accordance with Table 8502.3.3(2). R602.6(1)andR602.6(2).For bored holes forelectrica(wiring, �N ,•?r"p" t Kip m K° ss•rekeL �o� \A, meet the requirements of the Large Missile Test of in of 5.7 s uare feet(0.530 m2). connecting switch other than those required for overcurtent _ - _ ASTM E 1996 and of ASTM E 1886 referenced therein• Interior walls and partitions H/180 g q protection. Smoke alarms shall se permitted to ve battery and masonry foundation walls shall be selected and con see Table E3702.1. • F Pt•z� rE s strutted in accordance witlh the rovisions of this section or in R408,2 O nin s for under-floor ventilation.The minimum 8502.5 Allowable girder spans.The allowable spans of gird- o pis +� )PK "oro o 'p"•.Y s° j Floors and plastered ceilings 0360 Exception:Grade floor openings shall hav 2a minimum operated when installed in buildings without commercial P net area opventi tion o nin s shall not be less than 1 s uare ers fabricated of dimension lumber shall not exceed the values Exceptions: Ea c s ot� a accordance with ACI 318,NCM."TR68-A or ACI 530/ASCE pe g q ► c+NARoa �� Oa ? v Exception: Wood structural panels with a minimum All other structural members L/240 net clear opening of 5 square feet(0.465 m ). power or an on-site electrical power system or in buildings z z r pvjvuA'• o thickness of'/ inch 11.1 mm)and a maximum span 5/TMS 402 or other approved structural standards. foot(0.67 m )for each 150 square feet(14 m)of underfloor set forth in Tables R502.5(1)and R502.5(2). 1. A stud may be bored to a diameter not exceeding 60 opo .N ry ,�, poN9'r�9 tv46 Y 16 ( that undergo repair,alteration,change of occupancy,addi- s ace area.One such ventilatin o nin shall be within 3 feet shall be rmitted for o ring Exterior walls with plaster or stucco finish - H.c360 R310.1.2 Minimum opening height. The minimum net R404.1.1 Masonry fotundation walls•Concrete masonry P g g 8502.7 Lateral restraint at supports. Joists shall be sup percent of its width,provided that such studs located s NL N t A < <`F o $, o Q of 8 feet (2438 mm) pe Pe clear o nin het ht shall be 24 inches(610 mm). tion or relocation in accordance with Appendix J. 914 mm)of each corner of the buildin Ventilation o nin s rted laterall at the ends b full-de th solid blockin not less in exterior walls or bearing partitions are doubled and, o i 4' qQi� protection in one and two-story buildings. Panels Exterior wails-wind loads'with brittle finishes 11240 g g and clay masonry foundation walls shall be constructed as ( g Pe g po ver the lazed o nin s with at- 8313.2 Combination smoke and carbon monoxide alarms. shall be covered for their het ht and width with an of the fol- Y y p g that not more than two successive studs are bored. v e' 0-` a shall be precut to co g Pe g 8310.13 Minimum o nin width. The minimum net set forth in Tables R40i4.1.1 1 ,8404.1.1(2),8404.1.1(3) g Y �* Exterior walls-wind loads'with flexible finishes 11120 Pe t; ( ) than 2 inches(51 mm)nominal in thickness;orb attachment Pe and 8404.1.)(4)and shall also comply with the provisions lowing materials provided that the)east dimension of the Gov to a header,Land,or rim oist,or to an ad oinin stud;or shall be o �Q�� " `W L'o U TZ tachment hardware provided. Attachments shall 'be cleaz ripening width shat)be 20 inches(508 mm). Combination smoke and carbon monoxide alarms are rmit j J g 2. Approved stud shoes may be used when installed in =i< D0. 'so.g o 0 provided in accordance with Table R301.2.1.2 or NOTE:L=span length,H=span height. ted, provided the alarm is listed for such use. Combination of this section and the applicable provisions of Sections ering shall not exceed '/4 inch(6.4 mm): otherwise provided with lateral support to prevent rotation. accordance with the manufacturer's Hal per £'fin shall be desi ned to resist the corn onents and clad p° SECTION R311 Y 8606 R607 and R608. In Seismic Design Categories D, 1. perforated sheet meta)plates not less than 0.070 inch(1.8 recommendation. g p a. The wind load shall be permitted toe takenin ng times theCom hent and smoke sad carbon monoxide alarms shall Crave distinctl def- Exception•In Seismic Design Categories D,and Dz,lateral pt- ding loads determined in accordance with the prod Cladding loadsforthepurposeofthedetemtin;ngdeflecrionlimitsnerein. MEANS OF EGRESS ferent alarm signals for smoke or carbon monoxide alarm and Dz, concrete masonry and clay masonry foundation mm)thick. sions of the Buildin Code o New York State. b. For cantilevermembers,Lshal,betakenastwicethelengthofthecantilever. 8311.1 General. Stairways, ramps, exterior exit balconies, activation. restraint shall also be provided at each intermediate support. 8602.6.1 Drilling and notching of an extete.When piping �" ' �k. Cf' J i 8 f walls shall comply with Section 8404.1.4. Rubble stone or ductwork is laced in or artl in an exterior wall or rote- r1"`� Jo y use c. For aluminum structural members or panels used in roofs or walls of sun- hallwa sand doors shall tom 1 with this section. 2. Expanded sheet metal plates no!less than 0.047 inch(1.2 P P Y ��cµ`n TABLE 8301.2.1.2 room additions or patio covers,not supporting edge of glass or sandwich y P y 8313.4.2 Existing buildings. Carbon monoxide alarms masonry foundation walls shall be constructed in actor- mm)thick. 8502.7.1 Bridging.Joists exceeding a nominal 2 inches by OTE TION FASTENING SCHEDULE For sandwich anets shall be installed in existing buildings undergoing repair,al dance with Sections R404.1.8 and R606.2.2.Rubble stone 12 inches(51 mm by 305 mm)shall be supported laterally riot load-bearing wall, necessitating cutting, drilling or N E--�_ --�R• J WINDBORNE DEBRIS PR C ."F panels,the total load deflection shall not exceed L/60 P 8311.2 Construction. 8 $ g b solid;�lockin ,din oral grid in (wood or metal),ora notching of the top plate by more than 50 percent of its FOR WOOD STRUCTURAL PANELS used in roofs or walls of sunroom additions or patio covers,the total toad de- 3. Cast iron rills or ratio Ji fetation,change of occupancy,addition or relocation as re- masonry walls shall not be used in Seismic Design Catego- Y g g g $ width, a alvhe to metal tie m not less than ercen inches } 10PR• " > t ries D and D . 4. Extruded load-bearing brick vents. continuous 1-inch-by-3-inch (25.4 mm by 76 mm) strip width, a g van ze a and 1'/ f not les than 0.54 Inc be c cSouT�c, 3 Ria ola c FASTENER SPAGNG I flection shall not exceed 11120. stairs ant Attachment. Required exterior exit balconies, qutred by Appendix J. t z nailed across the bottom of joists perpendicular to joists at g ) z �a ei m I o O•• g toot SECTION R303 stairs and similar exit facilities shall be positively anchored 5. Hardware cloth of 0.035 inch(0.89 mm)wire or heavier. fastened to each side of the opening with not less than four �e , m e, 3 ei x gNNE 1 a toot 1 [B] SECTION 8316 • • R404.1.2 Concrete foundation walls. Concrete founda- intervals not exceeding 8 feet(2438 mm). h�� s �Y r Rn FASTENER paneltspt <panel n <pa; LIGHT,VENTILATION AND HEATING fo the primary sthment ho resist ach mplish and Iseral TYPE s a oot forces.Such attachment shall not be accom lished b use of INSULATION tion walls shall be constructed as set forth in Tables 6. Corrosion-resistant wire mesh,with the least dimension 16d nails at each side or equivalent.See Figure 8602.6.1. m = o < _ J 1 T c „ 8303.1 Habitable rooms. All habitable rooms shall be P Y R404.1.1(1), 8404.1.1(2)„ R404.1.1(3) and R4(34.1.1(4), being '/8 inch(3.2 mm). 8502.8 Drilling and notching.Structural floor members shall ,.9` z, D I r - 2/ #6 ent toenails or nails subject to withdrawal. 8316.1 Insulation. Insulation materials, including facings, not be cut,Lored or notched in excess of the limitations sped Exception: When the entire side of the wall with the �� �-= Q,9,s+000 z f z 16" 12" 9" provided with aggregate glazing area of not less than 8 pert P PO Pe and shall also corn l with the rovisions of this section and Wood screws such as va or retarders or va r rmeable membranes in- P Y P Exceptions: fled in this section.See Figure R502.8. notch or cut is covered by wood structural panel zQ o- a ,Err ` ,Southold of the floor area of such rooms. Natural ventilation shall be 8311.2.2 Under stair protection. Enclosed accessible g g thea licable rovisions o f Section R402.2.In Seismic De- _ ; 2'/z"#8 12" wi doves doors,louvers or other approved openings space under stairs shall have walls,under stair surface and stalled within floor�eiiin assemblies, roof-ceilin asse a sign Categories b,and D21 concrete foundation walls shall / 1. Where warranted by climatic conditions, ventilation R.r02,9 Fastening.Floor framing shall be nailed in accordance sheathing. ,r -' 1 ® Y.C. i6" 16" through n ead t blies, wall assemblies, crawl spaces and attics shall have 4 .1.4. openings to the outdoors are not required if ventila- withTab1eR602.3 1 .Where sts and beam orgirderconstruc- 8602.7 Headers.For header spans see Tables 8502.5(1) and 1,. DO5g p p N.aaR Wood screws i to the outdoor air.�Such openings shall be provided with r y any soffits protected on the enclosed side with /z inch(12.7 F P y g tom 1 with Section R 04 tion openings to the interior are provided. ( ) R502.5(2). e d ? oR. For SI: 1 inch=25.4 trmm 1 foot=304.8 mm, 1 pound=o.a54 kg• access or shall otherwise be readily controllable by the building mm)gypsum board. flame s read index not to exceed 25 with an accom an in P Y - tion is used 6 support floor framing,positive connections shall Cr t: P o" lmile r hour=t.609 km/h. rlimum o noble area to the outdoors shall - - 1wa shall be smoke-developed index not to exceed 450 when tested in ac 8404.1.3 Design required. A design in accordance with 2. The total area of ventilation o nin s ma be reduced be rovided to ensure a ainst u lift and lateral dis lacement. v, occupants.The mi Pe a. This table is based on 130 mphwindspeedsanda33-footm „pofheight. be 4 rcent of the floor area being ventilated. 8311.3 Hallways.The minimum width of a hal y cordance with ASTM E 84. acce ted en ineerin ractice shall be rovided for con g y P $ P P R602.8 Firebl clung required. Fireblocking shall be pro- . P�� +�� rHF� <&�, sin cods of the wood structmrral panel. _ not less than 3 feet(914 mm)• F g g F F to'/ts�of the under-floor area where the ground sur- v b. Fasteners shall be installed at oppo g __ - `_-- _ Exceptions: Crete or masonry foundation walls when any of the follow- 8502.10 Framing of openings. Openings in floor framing vided to cut off all concealed draft openings(both vertical and ti o,� /� RD ��'s b or naso lstucco the shall be at- 3 $gtbrppms. Bathrooms, water closet compartme[itS face is treated with an approved vapor retarder mate- shall be framed with a header and trimmer joists. When the horizontal)and to form an effective fire barrier between stories, �ko- a ` 1 SeN a c I W''Y \ v0�%cR c. Where screws are attached to masonry ivy Y 83()3 8311.4 Doors. ing conditions exist: rial and the re uired o nin s are laced so as to ors navin a minimum ultimate ed with a re ate lag- 1. When such materials are installed in concealed q g F header joist span does not exceed 4 feet(1219 mm),the header and between a top story and the roof space.Fireblocking shall W a r 7 ;' o9>�'gvc oR4°�' Cached utilizing vibration resistant arch g and other similar rooms shall be proved gg g g z ne exit door s aces,the flame-s read and smoke-developed limi- 1. Walls are subject to hydrostatic pressure from provide cross ventilation of the space. The installa- less than o joist may be a single member the same size as the floor jaist. be provided in wood-frame construction in the following lova- �F1`�1 � ,��/" � -r- v !1dG/af�f withdrawal capacity of 490 pounds. ing area in windows of not less than 3 square feet(0.279 m ), 8311.4.1 Exit door regtured.Not F P - -half of which must be o nable. conforming to this section shall be provided for each dwell- tations do not apply to the facings,provided that the groundwater. tion of operable louvers shall not be prohibited. Singe trimmer joists may be used to carry a single header joist tions. '3 v oy�G R E i �� c� ��o his of materials and con- one Pe 8301.4 Dead load.The actual weig in unit.There aired exit door shall provide for duect ac- facing is installed in substantial contact with the unex- 2, Walls supporting more than 48 inches()219 mm)of 84083 Access, Access shall be provided to all under-floor that is located within 3 feet(914 mm)of the trimmer joist beaz- 1. In concealed spaces of stud walls and partitions,includ J /7 ; �/ ,NECK /� struction shall be used for determining dead load with consid- Exception•The glazed areas shall not be required where ar g q are ro- , cess from the habitable portions of the dwelling to the posed surface of the ceiling,floor or wall finish. unbalanced backfill that do not have permanent Tat- spaces.Access openings through the floor shall be a minimum ing.When the header joist span exceeds 4 feet(1219 mm),the ing furred spaces and parallel rows of studs or staggered oration for the dead load of fixed service equipment. tificial light and a mechanical urates shat system P 6 exterior without re uirin travel throu h a aro e.Access to The minimum ventilation rates shall be 50 cfm(23 q g g g g 2. Cellulose loose-fill insulation,which is not spray ap- eral support at the top artd bottom. of 18 inches by 24 inches (457 mm by 610 mm). Openings trimmer joists and the header joist shall be doubted and of su - studs;as follows: eve load. The minimum uniformly distritvuted live v'd� throw h a rimeter wall shall be 16 inches b 24 inches 407 8301.5 L ntermittent ventilation or 20 cfm(9.4 Us)for con- habitable levels not having an exit in accordance with this plied, complying with the requirements of Section •R404.1.6 Height above finished grade.Concrete and ma- g Y ( tient cross section to support the floor joists raming into t e Us)for i y 8316.3,shall onl be re aired to meet the smoke de mm by 610 mm).When any portion of the through wall access header.Approved hangers shall be used for the header joist to 1.1. Vertically at the ceiling and floor levels. , e.�• load shall be as provided in Table R30L.5' tinuous ventilation. Ventilation air from the space shall be section shall be b a ramp in accordance with Section y q 'sorry foundation walls shall extend above the finished ! � d for the live load in 'recti to the outside.This exce tion shall not be 8311.6 ora stairway in accordance with Section R311.5. veto d index of not more than 450. - is below grade, an areaway of not less than 16 inches by 24 trimmer joist connections when the header joist span exceeas 6 1.2, Horizontally at intervals not exceeding 10 feet 8301.6 Roof load. tof shall be desi ne Pe grade adjacent to the foundation at all points a minimum of F y feet(1829 mm Tail oists over 12 feet 5. g exhausted dr y P inches shall be rovided. The bottom of the azeawa shall be ). j (3658 mm)long shallbe (3048 mm). in Table R? 1.6 or the snow load indicated in Table allowed in owner-occupied,one-family dwellings not sup- R311.4.2 Door type and size.The required exit door shall R3I6.2 Ltwse-fill insulation. Loose-fill insulation materials 4 inches(102 mm)where masonry veneer is used and a min • dicated below the threshold of the access opening.Through wall access supported at the header by framing anchors or on ledger strips 2. At all interconnections between concealed vertical and R301.2(1),whiche\ is greater. plied with electrical power in accordance with Section be a side-hinged door not less than 3 feet(914 mm)in width that cannot be mounted in the ASTM E 84 apparatus without a imum of 6 inches(152 nun)elsewhere. o nin s shall not be located under a door to the residence.See not less d at?inches b 2 inches(51 mm b 51 mm . pe g y y ) horizontal spaces such as occur at soffits,drop ceilings RE3301.5. and 6 feet 8 inches(2032 mm)in height.Other doors shalt :screen or artificial supports shall have aflame-spread rating not SECTION 8405 Section M 1305.1.4 for access re uirements where mechanical -- 8301.7 Deflection.Tho allowable deflection of any structural _ _. _ _ not be re uired to co 1 with these minimum dimensions. q and cove ceilings. m ember under the live load listed in Sections 8301.5 and 8303.4 O nin location.Outdoor intake and exhaust open- t q y -to-rxceed 25 with an accompanying smoke developed factor i FOUNDATION DRAINAGE equipment is located under floors. R502.12 a aaftstopping required.When there is usable space Geed the values in Table 8301.7. alllocated in accordance with Sections 8303.4.1 and 8311.4.3 Landings at doors.There shall be afloor Orland- not to exceed 450 when tested in accordance with CAN/ 8405.1 Concrete or masmnr foundations. Drains shall be y both above and below the concealed space of afloor/ceiling as- 3. In concealed spaces between stair stringers at the top an 8301.6 shall not ex Ings sh be Y 8408.4 Removal of debris. The under floor rade shall be ' P ing on each side of each exterior door. , ULC-S 102.2. rovided around all concrete ox naso foundations that retain g sembly,draftstops shall be installed so that the area of the con• ` bottom of the run. Enclosed s aces under stairs shall �r'r 1 1 a s e _ TABLE 8301.5 8303.4.2. Exception• Cellulose loose-fill insulation shat) not be re• P Tom' cleaned of all vegetation and organic materia(.All wood forms cealed space does not exceed 1,000 square feet (92.9 m2). comply with Section R311.2.2. F RMLY DISTRIBUTED UVE LOAIDS vi out Exception:Where a stairway of two or fewer risers is lo- uired to corn I with this test method provided that such earth and enclose habitablle or usable spaces located below used for placing concrete shall be removed before a building is . Draftsto in shall divide the concealed s ace into a roxi- MINIMUM UNI O 8303.4.1 Intake openings. Mechanical and gra ty q p y PP g P PP 4. At openings around vents,pipes,and ducts at ceiling and (in pounds per square toot) of 10 Gated on the exterior side of a door, ether than the re- insulation com lies with the re uirements of Section' grade.Drainage tiles,gravel or crushed stone drains,perforated occupied or used for any purpose. All construction materials mately equal areas.Where the assembly is enclosed by a floor floor level, with an approved material to resist the free door air intake openings shall be'located a minimum Ares ret t �' C usE uvE LonD feet(3048 mm) from any hazardous or noxious contami quer ed exit door,a landing is not required for the exterior 8316.3. P q pipe or other approved system. or materials shall be installed at shat)be removed before a building is occupied or used for any membrane above and a ceiling membrane below draftstopping passage of flame and products of combustion. • • gh 20 Want,such as vents,chimneys,plumbing vents,streets,al- side of the door. or below the area to be prot�ecnd and shall discharge by gravity / purpose. shall be provided in floor/ceiling assemblies under the follow- Attics with limited storage 83163 Cellulose loose-fill insulation.Cellulose loose-fill in- -A i leys, parking lots and loading docks, except as otherwise The floor or landing at the exit door required by Section or mechanical means into aui approved drainage system.Gravel R408.5 Finished grade.The finished grade of under-floor sur- ing circumstances: 5. For the fireblocking of chimneys and fireplaces,see ec- Attics without storage" , 10 s cified in this code.Where a source of contaminant is lo- sulation shall comply with CPSC 16 CFR, Parts 1209 and or crushed stone drains shall extend at least 1 foot(305 mm)be- tion R1001.16. - pe than th.1 shall not be more than 1.5 inches(38 mm)lower 14.}4.Each package of such insulating material shall be clearly yond the outside edge of the footing and 6 inches (153 mm) face may be located at the bottom of the footings; however, 1. Ceiling is suspended under the floor framing. y g 599 y.5 M�4//1� /e• • Decks° 40 Gated within 10 feet(3048 e a of ce intake opening,such than the top of the threshold.The floor or landing at exterior labeled in accordance with CPSC l6 CFR, Parts 1209 and where there is evidence that the groundwater table can rise to 6, Fireblocking of cornices of a two-famil dwellin is re- above the top of the footing and be covered with an approved fit- 2. Floor framing is constructed of truss type open-web or uired at the line of dwellin unit se oration. Exterior balconieF 60 opening shall be located a minimum of 2 feet(610 mm)be- doors other than the exit door required by Section R311.4.1 1404 within 6 inches(152 mm)of the finished floor at the building 4 g -P SOU Tf�OLD /��! /�9 7'� ter membrane material.The top of open joints of drain tiles shall perforated members. 8602.10 Wall bracin All exterior walls shall be braced in ac- 7 low the contaminant source. shall not be required re comply with this fitted in Seton 8316.4E sed attic insulation.All exposed insulation ma- be protected with strips of building paper,and the drainage tiles of readilo drain from the buildine is ter thea ade�n the un 8502.12.1 Materials.Draft topping materials shall not be cordance with this segction. In addition, interior braced wall Fire escapes Exceptions; shall have a rise no greater than that permitted in S c i xP° or rforated i shall be laced on a minimum of 2 inches(51 Y g els° 20V 8311.5.3. aerials installed on attic floors shall have acritical radiant flux Pe P Pe IA der-floor space shall be as high as the outside finished grade, less than '/2-inch (12.7 mm) gypsum board, 34-inch (9.5 • lines shall be provided in accordance with Section Guardrails and h< a 1. The lazed areas need not be o noble where the pe q mm) of washed vel or crushed rock at least one sieve size unless an approved drainage system is provided. mm)wood structural panels,3/8-inch(9.5 mm)Type 2-M-W R602.10.1.1. For buildings in Seismic Design Categories D, 631 - 765- 2 07.5 x. '60 31- 7 5''57/5 g Pe - not less than 0.1 watt r s uare centimeter. Guardrails in fill componentst + 50 opening is not required by Section 8310 and an ap R311S Stairways. - larger than the file joint opening or perforation and coverrxi with particleboard or other approved materials adequately sup- and D2,walls shall be constructed in accordance with the addi- SECTION 8318 SECTION 8502 50• proved mechanical ventilation system is provided ca- MOISTURE VAPOR RETARDERS not less than 6 inches(153 mm)of the same material. ported.Draftstopping shall be installed parallel to the floor tional requirements of 8602.10.9,8602.10.11 and 8602.11. Passenger vehicle garages 83115.1 Width.Stairways shall not be less than 36 inches er than Slee in rooms 40 For the purpose of this section,the exhaust from dwelling (914 torn) in clear width at all points above the permitted Exception: A drainage system is not required when the WOOD FLOOR FRAMING _ framing members unless otherwise approved by the code _ Rooms ooh p g g 8318.1 Moisture control.In all framed walls,floors and roof/ 8602.10.1 Braced wall lines.Braced wall lines shall consist snit toilet rooms,bathrooms and kitchens shall not be con- handrail height and below the required headroom het ht. �e c nt P^ l o b p foundation is installed on well-drained ground or R502.2 Desi and construction. Floors shall be dasi ned enforcement official.The integrity of all draftstops shall be of braced wall panel constriction methods in accordance 30 P j ceilings tom r ri_..ts o.th ,ulldin therr::al envelo e, sand-gravel mixture soils accordin to the Unified Soil g maintained. Sleeping rooms sidered as hazardous or noxious. Handrails shall not t ect more than 4.5 inches lear mm) F - - g and constructed in accordance with the provisions of this chap with Section 8602.10.3.The amount and location of bracin 40` on either side of the stairway and the minimum cleaz width ' a vapor retarder shall be installed on the warm-in-winter side of Classification System, Group I Soils, as detailed in Table ter, $ Prone[enrrme sed I«"10o` Stairs the insulation. Figure R502.2 and Sections R319 and R320 or in actor- 8502.13 Fireblocking required. Fireblocking shall be pro shall be in accordance with Table 8602.10.1 and the amount 8303.4.2 Exhaust o neo Outside exhaust o enin s 8405.1. dance with AF&PA/NDS. vided in wood frame floor construction and floor-ceiling as- of bracing shall be the greater of that required by the Seismic uare fox=0.04791vN/mz,1 square inch s 6c152• �• P g of the stairway at and below the handrail height,including ��� I For SI: t pound per sq shall be located so as not to create a nuisance. Exhaust air treads and landings,shall not be less than 31.5 inches(787 Exceptions: SECTION 8406 semblies in accordance with Section 8602.8. Design Category or the design wind speed.Braced wall pan- (J 1 pound=4.45 N. shall not be directed onto walkways. a. Elevated garage floorsshall be capable of supporting a 2,000-p,uundload ap- mm)where a handrail is installed on one side and 27 inches g FOUNDATION WATERPROOFING '8502.2.1 Decks.Where supported by attachment to an ex-_ _ _ --. 1. In construction where moisture or freezin will not els shall begin no more than 12.5 feet(3810 mm}from each • plied over a 20-square-inch arca. R3035 Outside opening protection.Air exhaust and intake (698 mm)where handrails are provided on both sides. damage the materials. AND DAMPPROOFING tenor wall,decks shall be positively anchored to the primary SECTION 8503 e uirements in Section 8802.4.1 for terminate outdoors shall be rotected with all be in ac- structure and designed for both vertical and lateral loads as , FLOOR SHEATHING end of a braced wall line.Braced wall panels that are counted !© T~ b. Applies to attic spaces meeting the r q An;02.4.1,o r openings that P Exception:The width of spiral stairways sh 2, Where the framed cavity or space is ventilated to al- 8406.1 Concrete and naso foundation dam roofln a licable. Such attachment shall not be accom lished b part of a braced wall line shall be in line,except that offsets s• t conventional ceiling joists and Section R802.10.7 for trusses. COtrOsiOn-resistant Screens, louvers or grilles having a mini PP g [� p PP F y R503.1 Lumber sheathing. Maximum allowable spans for out-of-plane of up to 4 feet(1219 mm)shall be permitted pro- `�'J �` ' �� � 1 t storage are those where the maximum clear height between joist and rafter is cordance with Section 8311.5.8. low moisture to escape. Exce t where re uired tube wale roofed b Section 8406.2, were there are not two or mort adjacent trusses with mum opening size of/4 inch(6.4 mm)and a maximum opening dioom III alts P q iP Y the use of toenails or nails subject to withdrawal. Where lumber used as floor sheathin shall conform to Tables 8503:1, less than 42 inches,or h �, le 42 ioclushigh size of'/ inch 12.7 mm in an dimension. Win s shall be 8311.5.2 Headroom.The minimum hex P 3. In counties identified with footnote a in Table foundation walls that retain earth and enclose habitable or us- positive connection to the primary building structure cannot g vided that the total out to-out offset dimension in any braced the same web configuration capable of containing a ret g 2 ( ), Y g 8503.2.1.1(1)and 8503.2.1.1(2}. by 2 feet wide,or greater,located within the plane of the truss.For attics protected against local weather conditions.Outdoor air exhaust of the stairway shall not be less than 6 feet 8 inches(2036 N1101.2. _ able spaces located below grade shall be dampproofed from the be verified during inspection, decks shall be self-support= wall line is not more than 8 feet(2438 mm). _ SECTION 8602 without storage,[his live load need not be assumed to act conc> nMY �, and intake openings shall meet the provisions for exterior wall R311.5.6 Handrails.Handrails shall be rovided on tri least SECTION 8319 top of the footing to the finished grade. Masonry walls shall ing.For decks with cantilevered framing members,connec A designed col lector shall be provided if the bracing be- jl� 'T Q p 3 WOOD WALL FRAMING UI 1 R� +� l ` any°[Wer live load reguireme"�• opening protectives in accordance with this code. one side of each continuous run of treads or flj ht with four_ - PROTECTION AGAINST DECAY have not less than /8 inch(9.5 mm)portland cement parging tions to exterior walls or other framing members,shall be __ _ gins more than 12 feet(3658 mm)from each end of a braced stribuced five g a lied to the exterior of the wall. The ar in shall be i c. Individual stair treads shall nt designed for the over antarea of 4 square a illumination.All interior and exterior stair- or more risers. 8319.1 Location required.In areas subject to decay damage PF P g g designed and conswcted to resist uplift resulting from the 8602.3 Design and construction. Exterior walls of wall line. toad ora 300-pound concentrated load acting over 8303.6 Starrw y dampproofed with a bituminous coating,3 pounds per square full live load specified in Table 8301.5 acting on the cantile wood-frame construction shall be designed and constructed in 1 ' inches,whichever produces the greater stresses. ways shall be provided with a means to illuminate the stairs,in- 8311.5,6.1 Height. Handrail height, measured verti- as established by Table R301.2(1), the following locations Y� (1,63 kg/mz) of acrylic modified cement, s inch (3.2 vered portion a the deck. accordance with the provisions of this chapter and Figures 8602.10.1.1 Spacing.Spacing of braced wall lines shat) CONSTRUCTION DOCUME�iT DATE ` d. A sin le concentrateL load applied in any direction at any pmint along the eluding the landings and treads. Interior stairways shall be shall r uire the use of an a roved s cies and rade of Tum- not exceed 35 feet(10,668 mm)on center in both the Ion g tally from the sloped plane adjoining the tread nosing,or eq FF g mm)coat ofsurface-bonding mortar complying with ASTM C 8602.3(1} and 8602,3(2) or in accordance with AF&PA's T top. provided with an artificial light source located in the immediate finish surface of ram slo shall be not less than 34 tier,pressure treated in accordance with AWP."C 1,C2,C3, R5023 Allowable oist s ans.S ans for floor oists shall be in g VIS yA / p pe, 887 or any material permitted for waterproofing in Section ] P P J NDS.Components of exterior walls shall be fastened in actor- itudinal and transverse directions In each story. e. See section Rso2.2.t for decks attached to exterior woos. vicinity of each landing of the stairway.For interior stairs the inches(864 mm)and not more than 38 inches(965 mm). C4,C9,C 15,C 18,C22,C23,C24,C28,C31,C33,P 1,P2 and R406.2.Concrete walls shall be dampproofed by applying any accordance with Tables R502.3.1(1) and R502.3.1(2). For• dance with Table 8602.3(1)through 8602.3(4).Exterior walls Exception:Spacing of braced wall lines not exceed- - orroal do a el artificial light sources shall be capable of illuminating treads P3,or decay resistant heartwood of redwood,black locust,or one of the above listed damppnofing materials or any one of other grades and species and for other loading conditions,refer covered with foam plastic sheathing shall be braced in actor- ing 50 feet shall be permitted where; I f. Guard in fill components(all those except the handrail).balusters and panel 83115.6.2 Continuity.Handrails for stairways shat)be cedars. to the AF&PAS an Tables for Joists and Rafters. `-- fi0eoshall n nereaeq al o 1 quad a horizontally n eded to the waterproofing materials listed in Section R406.2 to the ex- P dance with Section 8602.10.Structural sheathing shall be fns ). The wall bracin rovided e u SOpoundsonanareaeyualtol squarefoot.Thisloadneednotbeassumcdto and landings to levels notlessthan l foot-o andles(11 lux}mea continuous for the full len th of the fli ht,from a int act concurrently with any other live load requirement. sured at the center of treads and landings. Exterior stairways g g P° •1: Wood joists or the bottom of a wood structural floor, tenor of the wall. •tened directly to structural framing members. g P q als or exceeds directl above the to riser of the fli htto a int directl the amount of bracing required by Table rfSomotn shalt i to vicini with an op l dl gght sousce loay.E t the Y P d Ps y when closer than 18 inches(457 mm)or wood irders 8602.3.1 Stud size,het i and s acro The size,het ht the a 0.1 mofi lied b a fquir d bal T the. g.Applies to attic spaces not meeting the requirements for storalte a g -_ above lowest riser of the flight.Handrail ends shall be re- Exception• Purging of unit masonry walls is not required � P g• g P • Y q b. See Section 8802.4.2 for conventional ceiling joists and Section immediate vicinity of the top landing of the stairway.Exterior when closer than 12 inches (305 trim) to the ex sed 8802.10.6 for wsses. For attics with limited storage and constructed with stairways providing access to a basement from the outside turned or shall terminate in newel posts or safety fermi Po where a material is approved for direct application to the and spacing of studs shall be in accordance with Table braced wall line spacing divided by 35 feet,and ' _ tru_cses,this live load need only be applied to those portions of the bottom de level shall be rovided with an artificial li ht source to rials. Handrails adjacent to a wall shall have a space of ground in crawl spaces or unexcavated area Located masonry. chord of not less than two adjacent wsses with the same web configuration 1;ru P g , within the ri he of the buildin foundation. 8602.3.(5). 2. The length-to-width ratio for the floor/wall dia- containing a rectangle 42 inches(1067 mm)high or greater by 2 feet(610 cated in the immediate vicinity of the bottom landing of the not less than 1 /,inch(38 mm)between the wall and the Pe P rY g TABLE 8405.1 phragm does not exceed 3:1. _ mm)wide or greater,located within the panne he the truss. The rectangle stairway. SECTION 8308 handrails. 2. All wood framing members that rest on concrete or ma PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL does of ex ON SYSTEM shall fit between the top of the bottom chord and the bottom of any offer truss GLAZING Exceptions• sorry exterior foundation walls and are less than 8 inches TABLE 8404.1.1(1) UNIFIED SOIL 203 mm)from the ex osed round. PLAIN CONCRETE AND PLAIN MASONRY FOUNDATION WALLS VOLUME CHANGE member,provided Cha[each of the following criteria is met: ( p g SOIL CLASSIFICATION DRAINAGE FROST HEAVE POTENTIAL Win in ($l 1i308,1 Identification. Except as indicated in Section 1. Handrails shall be permitted to be interrupted 3. $ills and Sleepe['s On a COncrele Or masonry Slab that 1S Ill PLAIN CONCRETE MINIMUM NOMINAL WALL PLAIN MASONRY'MINIMUM NOMINAL WALL GROUP SYSTEM SYMBOL SOIL DESCRIPTION CHARACTERISTICS' POTENTIAL EXPANSION° 1.The attic arca is accessible by a pal{down stairway or frantmed ope g accordance with Section 807.1;and 8308.1.1,each pane of glazing installed in hazardous locations by a newel post at the turn. THK:E MINI (irtcltes) THICKNESS(inches) 2.The truss shall have a bosom chord pitch less than 2:12. as defined to Section 8308.4 shall be provided with a manufac- direct contact with the ground unless separated from Well-graded gravels,gravel sand mixtures, 2. The use of a volute,turnout,startin eosin or MAXIMUM soil classes° GW Good Low Low g PPo tuner's or installer's label,designating alp type and thickness of g g such slab by an impervious moisture barrier. MAXIMUM WALL UNBALANCED little or no fines. h. Attic spaces served by a fixed stair shall be desi ned to su the minimum starting newel shall be allowed over the lowest HEIGHT BACKFILL HEIGHT' GW,GP,SW GM,GC,SM, SC,MH,ML-CL GW,GP,SW GM,GC,SM, SC,MH,ML-CL and ass and the safe lazin standar.,with which it cors lies, 4. The ends of wood girders entering exterior masonry or ( ) (feet) and SP SM•sC and ML and in nic CL and SP SM-SC and ML Inorganic CL Poorly graded gravels or gravel sand live load specified for sleeping rooms. gl ty g g ' p , tread. °'g° GP Good Low Low ' which is visible in the fins!installation.The label shall be acid concrete walls having clearances of less than 0.5 inch ° mixtures,little or no fines. �yright O Ira Nasnel All Rights Reserz a a, SE�TfbPI-8312 4 6 6 6 6 solid or 8 6 solidi°or 8 6 solid"or 8 etched,sandblasted,ceramic-fired,embossed mark,or shall be (12.7 mm)on tops,sides and ends. 5 a Wel(- raded sands,graven sands,little or GUARDS 5 6 6 6 6 solid or 8 8 10 SW g y Good Low • of a type which once applied cannot be removed without being 5. Wood siding,sheathing and wall framing on the exterior - - - Group i no fines. LOW ��•tide 8312.1 Guards required.Porches,balconies or raised floor 4 6 6 6 6 solid°or 8 6 solid°or 8 6 solid"or 8 destroyed. of a building having a clearance of less than 6 inches(152 ° Poorl aded sands or avell sands,little ` TABLE 301.2(1) surfaces located more than 30 inches(762 mm)above the floor mm)from the ground. 6 5 6 6 6 6 solid or 8 8 10 SP y y Good Low Low ND TG S or no fines. of grade below shall have guards not less than 36 inches(914 6 6 88 88 8 10 12 - CLIMATIC/l1ND GEOGRAPHIC DESIGN CRITERIA - 6. Wood structural members supporting moisture-perme- - GM Silty gravels,gravel-sand-silt mixtures. Good Medium Low �EY PL A� SUBJECT T O DAMAGE FROM ICE SHIELD mm)in height Open sides of stairs with a total rise of more than able floors or roofs that are ex sed to the weather,such 4 6 6 6 6 solid°or 8 8 8 - GROUND WIND SEISMIC WINTER UNDER- 30 inches(762 mm)above the floor or de below shall have FC3 SNOWLOAD' SPEE DESIGN Frost Eine DESIGN LAYMENT FLOOD AIR FREEZING , •guards not less than 34 inches (864 mm) in height measured as concrete or masonry slabs,unless separated from such 7 5 6 6 88 6 solid°or 8 10 10 SM Silty sand,sand-silt mixtures. Good Medium Low CATEGORY' Weathering' deptYm° Ter miM` Decay' TEMP' REQUiRED' HAZARDS" INOEX' floors or roofs by an impervious moisture barrier. 6 6 8 8 12 12 10 Solid° y y gr _gr y (mph, vertically from the nosing of the treads. 7 g 8 8 12 10 solid° 12 solid° Cla a avels, avel-sand-Gla mixtures. Mosiitun Medium - Low 2 Q 12 O lei sell tt 3(z, N-�H 7�,f"� ° Y 5 porches and decks which are enclosed with insect screening 7. Wood flaring strips or other wood framing members at- SC Clayey sands,sand-clay mixture. Medium Medium Low Cached directly to the interior of exterior masonry walls 4 6 6 6 6 solid°or 8 6 solid°ox 8 8 Tu imp m.: Fol:SI I pound per square foot=0.0479 k.N1mz, l mile per hour=1.609 . shall be provided with guards where the walking surface is Io- or concrete walls below grade except where an approved 5 6 6 8 6 solid°or 8 10 ' 12 Inorganic silts and very fine sands,rock 1 a. Weathering may require a higher strength concrete or grade of m�m'Y than necessary to satisfy the structural requirements of this code.The weathering column cated more than 30 inches(762 mm)above the floor or grade - shall be filled in with the weathering index(i.e.,"negligible;'"'moderate"or"severe )for concrete as determined from the Weathering Probability Map(Figure vapor retarder is applied between the wall and the.taring 8 6 8s 8 10 10 12 12 solid° Group II ML flour,silty or clayey fine sands or clayey Medium High Low 7 r �� 1 /lr 7 R301.2(3)I.The grade of masonry units shall be determined from ASTM C 34,C 55.C 62.C 73,C 90,C 129,C 145,C 216 or C 652. below. strips or framing members. 7 8 10 10 12 !2 solid° Footnote a slits with slight plasticity. b. The utisdiction shall fill rn the frost line depth column with the minimum depth of footing below finish grade. SECTION 8313 8319.1.1 Ground Contact. All wood in contact with the 8 10 l0 12 ]0 solid° 12 solid° Footnote e ( inorganic clays of low to medium plasticity, 46ne c. The jurisdiction shall fill in this part of the table with"very heavy,""moderate to heavy,""slight to moderate;'or"none to slight'in accordance with Figure SMOKE ALARMS,AUTOMATIC SPRINKLER ground and that supports permanent structures mterided for 4 6 6 6 16 solid°or 8 6 solid°or 8 g CLavelly clays,sa:dy clays,silty clays,lean *pled;err. P„edium 1 Medium 8301.2(6)depending on whether there has been a history of local damage. SYSTEMS AND CARBON MONOXIDE ALARMS clays. I to Low G. ti, d. The jurisdiction shall fit l in this part of the table with"moderate to severe,""slight to moderate;'or"none to slight"in accordance with Figure 8301.2(7)depending human occupancy shall be approved pressure preservative 5 6 88 8 8 10 12 8313.1 Smoke alarms.Smoke alarms shall be installed in treated wood suitable for ground contact use, except un 6 8 8 10 l0 12 12 solid° CH Inorganic clays of high plasticity,fat clays. Poor Medium High on whether there has been a history of local damage. 9 e. The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map(Figure R301.2(4)].Wind exposure category shall be deter- the following locations: treated wood may be used where entirely below groundwa- 7 8 10 10 12 l2 solid° Footnote a Group III MH Inorganic silts,micaceous or diatomaceous Poor High Htgh std Job No.: mined on a site-specific basis in accordance with Section R301.2.1.4. 1. In each sleeping room. ter level or continuously submerged in fresh water. 8 10 10 12 i2 solid° Footnote a Footnote a fine sandy or silty soils,elastic silts. -' 'f. The urisdiction shall fill in this part of the table with the"Winter Design Dry-Bulb Temperature" determined from Table N1101.2. utside each Se crate sleeping area In the immediate vi- 8319.13 Posts,poles and columns.Posts,poles and col 9 10 12 Footnote f Footnote a Footnote a Footnote e ``'' r, ---. ` ;X .t 1 2 O P Organic silts and organic silty clays of low '' f 7.- ---n•,,`- The urisdiction stall 511 in this part of the table with the Seismic Design Category determined from Section 8301.2.2.1. umns su rtin rmanent structures that are embedded in For SI: 1 inch=25.4 mm,1 foot=304.8 mm,1 pound per square inch=6.895 Pa. ' OL plasticity. _ Poor Medium Medium � � ./ hili--n F' �-,\ aeale datr g ) Gini of the bedrooms. PPO g 1'c �`�'~' ��``� �"°�'"��';v f �J 0 in this alt of the table with(a)the dart of th jurisdiction's entry into the National Flood Insurance Program(date of adoption of the first ty ludi n base concrete in direct contact with the ground or embedded in a Mortar shall be Type M or S and masonry shall be laid in running bond.Ungrouted hollow masonry units are permitted except where otherwise indicated. Group IV i Organic clays of medium to high plasticity, . /'•/ �`"'' `Jr' I /� �� ` .h. code or rdina n sl fill p g `. code or ordinance r management o(flood hazard areas),(b)the dates)of the currently effective FiRM and FBFM,or other flood hazard map adoptedby the tom- 3. On each additional story of the dw elling,lnC concrete ex sed to the weather shall be roved reSSure b. Soil classes are in accordance with the Unified Soil Classification System.Refer to Table 8405.1. OH organic silts. Unsatisfactory Medium High ' f'--: ,,' (,j a�.+, nuttily,as may tit tended. menu but not including crawl spaces and uninhabitable Po aPP P c. U"balanced backfill het ht is the difference in het t of the exterior and interior finish and levels.Where an interior concrete slab is vided the unbalanced _ 7.1 8905.4.3 8905.5.3,8905.6.3,8905.7.3 and 8905.8-3,for areas where the average daily temperature in January is 25°F attics.In dwellings or dwellin units with s lit levels and preservatively treated wood suitable for ground contact use. g €h eTO pfO I �/ ?s, dnv[ng no i. In accordance with sections 8905.2 $ P backfill height shall tit measured from the aterior finish ground level to the top of tbe interior concrete slah 4°C)or less,or where there has been a history of local damagC tram the effects of ice damming,the jurisdiction shall fill in taus part of the tabic with"YES."Oth- without an intervening door between the adjacent levels, 8319.1.4 Wood columns.Wood columns shall be a roved Pt Peat and other highly organic soils. Unsatisfactory Medium Hi h }. '`` 4 ( pP d.Solid grouted hollow units or solid masonry units. erwise,the jurisdiction shall fill in this part of the table with''NO., wood of natural decay resistance or approved pressure e. Wall construction shall be in accordance with lhble R404.1.1(2)or a design shall be provided. For SI: 1 inch=25.4 mm. t();'a r ✓ _^�a-.-��, ,; _,oF �� ,,,,-p ,, ,, a smoke alarm installed on the upper level shall suffice II d a. The percolation rate for good drainage is wer 4 inches per hour,medium drainage is 2 inches to 4 inches per hou> and poor is less than 2 inches per hour i i}moo„ o J' 6;' I j. 'the jsrisdictior.shall.Ell is this p art cf the table firth the 100-yee return peri.d tri freezing...d._,(13 d..3.,,f:c.......le 8403.3(4 b. Soils with a low potential expansion typically have a plasticity index(PI)of 0 to 15,soils with a medium potential ex anion have a PI of 10 to 35 an with ' a ' for the ad'acent lower level provided that the lower level• preservatively treated wood. f. A design is required. k.The rid snow loads to be used in determining the design snow+ for roofs are given in Figure 8301.2(5)for sites t abovati00 up to 1000 feel Sites at eleva- J g.Thickness maybe 6 inches,provided minmrtmum specified compressive strength of co"crete,f'�is 4,000 psi. M 1 dons a ve 1000 feet shall have their ground snow load increased Qom the mapped*I'x by 2 psf for every 100 feet above 1000 feet. is less than one full story below the upper level. high potential expansion have a PI greater than 20. p d soils a Y :X .�,.f - ~ l 1 _ _ - / . . . • TABLE R602.3(1) 11802.2 Design and construction.Roof-ceilings shall be de- 12. The General Contractor shall have sole responsibility 32. The cutting of joists to facilitate the installation ofpipes • FASTENER SCHEDULE FOR STRUCTURAL MEMBERS Energy Efficiency-design and construction shall comply N1102.2.7 Slab-on-grade floors. Slab on-grade floors 8905.2.7 Underlayment application.For roof slopes from 1� WARNING: signed and constructedandFigures in accordance with the provisions of . with a floor surface less than 12 inches (305 mm) below for providing all site and safety protection(fencing, • will only be permitted with the following)imitations: ; two units vertical in 12 units horizontal(17-percent slope), It is 3•violation of the law for any person, NUMBER AND TYPE this chapter R606.10(1), R606.10(2) and with Chapter 11-see U.S. Department of Energy(DOE), iThe top and bottom edges of joists may be notched not up to fo6r units vertical in 12 units horizontal(33- tient grade shall be insulated in accordance with Table barriers,etc.)during construction in accordance with all Pe unless actingunder the directs rvision DESCRIPTION OF BUILDING ELEMENTS OF FASTENER"" • - R606.10(3)or in accordance with AFPA/NDS and ASCE 7. including New York version 4.0.1. applicable codes and ordinances to exceed 2"except that the notching of top and bottom slope),underlayment shall be two layers applied in the fol- i N1102.1(1). The insulation shall extend downward from PP (OSHA,etc.)to of a licensed architect, alter any item 3-8d - - - - --- edge of joist in the middle third of the span will not be ! lowing manner. Apply a 19-inch (483 mm) strip of Joist to sill or.irder,toe nail Components of roof-ceilings shall be fastened in accordance •N1102.2 Specific 'the topof the slab on the outside or inside of the foundation provide for the safety of the public and the protection of insulation requirements. permitted. Notchingof TJI's to be per manufacturer's underly rent felt arallel with and startirt at the eaves,fns- in any way bearing the seal of an architect. 2-8d with Table R602.3(1). 'wall. Insulation located below grade shall be extended the the site and building. Y P g 1"x 6"subfloor or less to each joist,face nail 2 staples,1'/," R802.3 Framingdetails. Rafters shall be framed to ridge N1102.2.1 Ceilings with attic spaces. When Section distance provided in Table N 1102.1(1)by any combination 13. The General Contractor shall notify the Architect if any instructions. . tened sufficiently to hold in place.Starting at the cave,apply If an alteration is made,the altering N1102.1 would require R-38 in the ceiling, R-30 shall be I 33. If cutting of a floor joist more than 2"is found to be 36-inch-wide (914 mm) sheets of underlayment, overlap- . verla - 2.16d board or to each other with a gusset plate as a tie.Ridge board deemed to satisfy the requirement for R-38 wherever the full 'of vertical insulation,insulation extending under the slab or discrepancy occurs between actual field conditions and P architect shall affix to his item the seal • 2"subfloor to joist or girder,blind and face nail necessary,a header the full depth of the joist shall be ping successive sheets 19 inches (483 nun , shall be at least 1-inch(25.4 mm)nominal thickness and not y q insulation extending out from the building. Insulation ex- drawings. The General Contractor shall verify all arY. 1 ) and fastened 16d 16"o.c. height of platetat the R-30 insulation extends over the i and the notation"Altered by: followed by Sole plate to joist or blocking,face nail less in depth than the cut end of the rafter.At all valleys and hips tending away from the building shall be protected by pave- dimensions and conditions in the field prior to cut in to support the end of the joists: sufficiently to hold in place. For roof slopes of four units wall top at the eaves.Similarly,R-38 shall be deemed 34. Where i es must ass throw oists,holes shall be vertical in 12 units horizontal(33-percent slope)or greater, his signature,the date of such alteration, Top or sole plate to stud,end nail •• there shall be a valley or hip rafter not Less than 2-inch(51 rrun) meat or by a minimum of 10 inches(254 mm)of soil.The construction. pipes P J -underly rent shall be one la to satisfy the requirement for R-49 wherever the full height 14. Do not scale drawings. Written dimensions confirmed and a specific descri tion of the alteration. •• nominal thickness and not less in depth than the cut end of the _ - to edge of the insulation installed between the exterior wall drilled to receive the pipes. The diameter of such holes ; Y yet applied in the followingP ` Stud to sole plate,toe nail , rafter.Hip and valley rafters shall be supported at the ridge by a of uncompressed R-38 insulation extends over the wall top and the edge of the interior slab shall be permitted to be cut by field conditions take precedence. If discrepancy shall not be more than h"greater than the outside t ! manner. Underlayment shall be applied shingle fashion, • \ J. Double studs,face nail 10d 24"o.c. brace to a bearing partition or be designed to carry and distrib- plate at the eaves. ata 45-degree angle(0.79 rad)away from the exterior wall. arises based on field conditions consult with the diameter of the pipe. All drilling of holes should be parallel to and starting from the cave and lapped 2 inches(51 - Double top plates,face nail t ute the s ific load at that point.Where the roof pitch is less Slab-edge insulation is not required in jurisdictions desig- Architect before proceeding with work or orderingthrow the neutral axis or centerline of beam wherever ; P g gh mm),fa$tened sufficiently to hold in place.End laps shall be N1102.2.2 Ceilings without attics aces.Where Section byhavingveryheavypossible. offset by6 feet(1829 nim . than three units vertical in 12 units horizontal (25-percent i � P rated the code official as atermite in- materials. } , Sole plate to joist or blocking at braced wall panels •• N 1102.1 would require insulation levels above R-30 and the festation:- - _ --- 35. • An structural steel shall be ASTM A-36 in accordance slope), structural members that support rafters and ceiling . Y i joists,such as ridge beams,hips and valleys,shall be designed design of the roof/ceiling assembly does not allow sufficient15. Any item of work nece4ssary for proper completion of with all AISC specifications(design,fabrication and s ace for there uired insulation,the minimum uired in- N1103.3 Mechanical system piping insulation.Mechanical construction which is not ificall covered on the Pce ( gn' Double top plates,minimum 24-inch offset of end joints,face nail in P q req ° ° Y erection). 8905,2.7.1 Ice protection. In areas where the average lapped area as berms' _ - sulation for such roof/ceiling assemblies shall be R-30.This system piping capable of carrying fluids above 105°F(41°C)or drawings or in the specifications,shall be considered an daily temperature in January is 25 F (-4°C) or less or 88023.1 Ceilingjoist and rafter connections. Ceiling I requirementsbelow 55°F(13°C)wall be insulated to a minimum of R-2. performed36. All pipe and lally columns shall be securely bolted, when Table 8301.2 1)criteria so designates,an ice bar- Blocking between joists or rafters to top plate,toe nail reduction of insulation from the of Section implied condition of the work and shall be in • N1102.1 shall be limited to 500 square feet of ceiling area. leveled with steel shims and packed tight with non- tier that consists of a least two la ars of underly ant ce- Rim joist to top plate,ice nail 8d 6"o.c. joists and rafters shall be nailed to each other in accordance _ - sq g Exception: Heating piping located entirely within the a manner deemed good practice of the trade involved. Y underlayment intersections,face nail 2-1Od .- with Tables d to th(1)and R i 1(9), and the assembly buildingthermal shrink grout rented together or of a self-adhering1 Top plates,laps at corners andshall be nailed to the top wall plate in accordance with Table N1102.2.8 Crawl space walls.As an alternative to insular- envelope. 16. The General Contractor shall be responsible for any and polymer modified in floors ove7crawls aces,crawls ace walls shall be NI103.4 Circulating hot water stems.All circulating ser all demolition,excavation,carting,refuse and legal 37. Provide new wood headers minimum(2)2"x 8"at bitumen sheet, shall be used in lieu of normal Built-up header,two pieces with 1/2"spacer 16d 16"o.c,alone each edge 8602.3(1). Ceiling joists shall be continuous or securely g P P g sY g theymeet over interior partitions and nailed to mined to be insulated when the crawl space is not vented to vice hot water piping shall be insulated to at least R-2.Circular- removal of all debris from the site. interior walls(non-bearing)and(2)2"x 10"at x 4 • underlayment and extend from the cave's edge to a point Continued header,two pieces 16d 16"o.c.along each edge joined where the outside. Crawls ace wall insulation shall be perms- in hot waters sterns shall include an automatic or readily 17. The Architect shall not be responsible for the framed)exterior and interior walls with solid bearing at least 24 inches(610 mm)inside the exterior wall line 3-8d - adjacent rafters to provide a continuous tie across the build- P g Y y stud supports at all new windows,doors and openings of the building. Ceftin: joists to •late,ice nail ing when such joists are parallel to the rafters. - nently fastened to the wall and extend downward from the accessible manual switch that can turn off the hot water circu- performance of the work of the General Contractor, 4-8d - floor to the finished grade level and then vertically and/or lating pump when the system is not in use. Owner or any other subcontractor or material supplier as may be required by existing conditions and new Contirtuou reader to stud,toe nail construction unless otherwise shown or noted. Exception: Detached accessory structures that con- 3 10d _ Where ceiling joists are not parallel to rapers,subflooring horizontally for at least an additional 24 inches(610 mm). N1103S Mechanical ventilation.Outdoor air intakes and ex- nor shall he guarantee their performance. Ceilin: 'cis laps over Partitions,face nail or metal straps attached to the ends of the rafters shall be in- Exposed earth in unvented crawl space foundations shall be 18. The Architect shall noteormafor anychanges Contractor to verify all framed openings,headers and fain no conditioned floor area. • 3-IOd - hausts shall have automatic or gravity dampers that close when responsible other framing members sizes,before ordering any Ceftin: 'o. parallel rafters,face nail stalled in a manner to provide a continuous tie across the covered with a continuous vapor retarder.All joints of the to this project made byOwner,General Contractor or r building,.or rafters shall be tied to 1-inch by4-inch (25.4 vapor retarder shall overlapby6 inches(153 mm)and be the ventilation system is not operating. P j windows or doors. 8905.2.7.2 Underlayment and high wind. po any subcontractor of material supplier unless properly 38 All plywood sheathing shall be exterior de C-D Rafter to •late,toe nail -t 6d min by 102 mm) (nominal) minimum-size crossties. The sealed or taped.The edges of the vapor retarder shall extend TABLE N1103.7 • authorized,in writing by the Architect. P�'�"' g Underlayment applied in areas subject to high winds 2 - connections shall be in accordance with Table be pro(1)or at least 6 inches(153 mm)up the stem wall and shall be at- OPTIONAL MECHANICAL EQUIPMENT EFFICIENCY 19. The Architect shall not have control over or charge of exterior,type I exposure. APA structural(grade [greater than 110 mph(177km/h)per Figure 8301.2(4}j REQUIREMENTS stamped)unless otherwise indicated. shall be applied with corrosion-resistant fasteners in ac- t"brace to each stud and plate,face nail 2 staples,13/," - connections of equivalent capacities shall provided. ached to the stem wall. _ and shall not be responsible for construction means, , providedtop N1102.4 Air leakage. methods,techniques,sequences or procedures or for , 39. Joist hangers,hold down clips.Etc.shall be Simpson cordshall ee with manufacturer s installation instructions. Where ceiling joists or rafter ties are not at the Resting system type Efficiency units safety precautions and programs in connection with the Strong-Tie Co.Inc.or approved equal secured with Fasteners are to be applied along the overlapnot farther • 1"x 6"sheathing to each bearing,face nail plate, the ridge formed ed these rafters shah also t sup- _ ported by a girder designed in accordance with accepted en- • mal envelope Building thermal envelope.The building ther- apart than 36 inches mal envelope shall be durably sealed to limit infiltration.' Gas furnace 90% AF1JEproper nails,etc.as per manufacturer's specifications . - P (914 mm)on center. work since these are solely the General Contractor's 1"x 8"sheathing to each bearing,face nail staples, gineering practice. The sealing methods between dissimilar materials shall al- i for all flush structural connections. All exterior Oil furnace' 82% AFUE responsibility under the General Contractor's 8905.2.1 Sheathin requirements.Asphalt Rafter ties shall be spaced not more than 4 feet(1219 rani) low for differential expansion and contraction.The follow- construction contract. connectors,fasteners,etc.shall be hot dipped g reQ p alt shingles shall Gas boiler° 82% AFUE galvanized or stainless steel. Provide welded steel be fastened to solidly sheathed decks. • 4 staples,Wider than 1"x 8"sheathing to each bearing,face nail on center. ing shall be caulked,gasketo:d,weathersiripped or otherwise 20. The Architect shall not be responsible for the General ______.__. - _- --- sealed with an air barrier material,suitable film or solid ma- oil boiler° 82% AFUE Contractor's schedules or failure to carry out the work connections for all framing hangers,etc.at steel beams, . R905.2.2 Slope.Asphalt shingles shall only be used on roof • 88023.2 Ceilingjoists lapped.Ends of ceilingjoists shall in accordance with the contract documents. The columns,etc. slopes of two units vertical in 12 units horizontal(2:12)or Built-up corner studs t " (76 mm)o butted over conal l Heat pump 8.5 HSPF •t►s ,40. All structural wood rafters,headers and girder, greater. For roof slopes from two units vertical in 12 units . Nail each layer as follows:ec o.c.at be lapped a partitions or of 3 inches 1. All seams and penetrations. Architect shall not have control over or charge of acts joists, Built-up g ,vers and beams,2-inch lumber layers 10d top and bottom and staggered.Two bearing or beams and toenailed to the bearingjoints, of omission ll the General Contractor,subcontractors unless otherwise noted,shall be minimum Douglas Fir- ; ir- horizontal(2:12}up to four units vertical in 12 units hexi- nails at ends and at each s•lice. member.When ceiling joists are used to provide resistance 2. Site-built windows,doors and skylights. a Air handler for oil furnace shall have EUR 57 for inputs over 94,000 Larch No.2 or better,base designminimum Pb 1050 zontal(4:1Z),double underlayment application is required to rafter thrust,lapped joists shall be nailed together in ac- Btu/hour.and EURS6 for inputs not exceeding 94,000 Btu/hour. or their agents or employees,or of any other persons 2 16d At each bearin: g 3. Openings between window and door assemblies and b. All boilers shall be provided with a modulating aquastat or an alternative performing portions of the work. psi and all wood studs shall be min.Hem-Fir No.2 or in accordance with Section R905.2.7. 2"plankscordance with Table 8602.3(1) and butted joists shall be their respectivejambs and framing.pec g control sequence which modulates boiler water temperature in response to 21. The entire work shall be accurately framed,plumb, better with base design Pb 850 psi:Fv=75 psi:Fc 8905.23 Underlayment.Unless otherwise noted,required type outdoor temperature or demand.Alternative control sequences shall be ap level and true well spiked and nailed and anchored (lP)= 1,250 psi:E= 1,300,000 psi(see plans for any underlayment shall conform with ASTM D 226,Type I,or Roof rafters to ridge,valley or hip rafters: tied together in a manner to resist such thrust. 4. Utili netrations. toe mail proved• additional notes and requirements).face nail r 3-16d 11802.4 Allowable ceiling joist spans.Spans for ceiling joists 5. Dropped ceilings or chases adjacent to the thermal en- together to form a rigid structure and to insure even I ) ASTM D 4869,Type I. Rafter ties to rafters,face _ _ _ _ • • J 3-8d. _ � .- 1 shall be in accordance with Tables R802.4(1)and R802.4(2). velope. N1103.6 Equipment sizing.Heating and cooling equipment settlement and shrinkage throughout :41. Double framing around all openings unless otherwise • - - - r For other grades and species and for other loading conditions, . 6. Knee walls. 22. All materials shall be installed in strict conformance noted. ' • -Self-adhering polymer modified bitumen sheet shall shall be sized in accordance with Section M 1401.3 of this code. 42. All wood beams bearingon steel shall have a minimum • comply with ASTM D 1970. SPACING OF FASTENERS refer to the AF&PA Span Tables for Joists and Rafters. with all manufacturer's specifications and/or DESCRIPTION OF BUILDING 7. Walls and ceilings separating a garage from condi- N1103.7 Mechanical equipment efficiency. The building bearing of 2". MATERIALS DESCRIPTION OF FASTENER°F'°'• Edges(inches)' Intermediate supports`'Qnches) instructions. i'. roof any wall sheathing to framing,and particleboard well sheathing to framing R802.4.1 Attics without storage. In conventional rafter tioned spaces. thermal envelope shall be permitted to meet the requirements 23. Re;secure and properly support all existing framing and 43. All lumber shall be o 1 seasoned and shall be new 5 .4 ripsAsphalt shingles. Asphalt shingles shall have Wood structural panels,subnotor, of Table N 1102.1(2) inhere the building mechanical system Y self-seal strips or be interlocking,and comply with ASTM construction,the unsupported span of ceiling joists shall not 8. Behind tubs and showers on exterior walls. all other construction that may be affected by new unless otherwise approved by the Architect. All lumber D 225 or D 3462. s/16"-;/2" 6d common nail(subiloor,wall) 6 12' exceed the values set forth in Table 8802.4(1) in ,.ttics 9. Common walls between dwelling units. conforms with the requirements of Table N1103.7_ shall be free from knots,shakes,rot,and funguis and be 8d common nail(roof)` • which do not have a clear height of 42 inches(1067 mm)or construction. 6 12s more between joist anof d rafter,provided the design live load 10. Other sources of infiltration. 24. Damaged,rotten of otherwise unsound existing framing other defects beyond what is permitted by grading R905.2.5 Fasteners.Fasteners for asphalt shingles shall be 19/32^'_1" 8d common nail - ,_ General Mechanical System Requirements-shall to be replaced. General Contractor to consult with the rulesgalvanized steel, stainless steel,aluminum or copper roof- does not exceed ]0 psf(479 Pa)and the design dead load �44. All new roof joists,headers,trimmers,floor joists and ing nails, 12 [0.105 inch(2.67 mm))shank roof- P/1"-11/4" lOd common nail or 8d deformed nail 6 12 N1102.4.2 Fenestration air leakage.Windows, skylights comply with Chapter 12 and 13. • Architect prior to removal or replacement of any with a minimum minimum 12 gagegmm)clinch(2.head,ASTM F does not exceed 5 psf(239Pa). other horizontal members shall be set with the crown Other wall sheathing" and sliding-glass doors shall have an air infiltration rate of • Heating and Cooling Equipment-shall comply with existing framing for written approval. 1667,of a length to penetrate through the roofing materials � • � • 8802.4.2 Attics with storage.In conventional rafter con- no more than 0.3 efm/ft2(1.5 Us/m2),and swinging doors Chapter 14. Sizing of equipment shall comply with M1401.3 25. Provide and install all fire stopping,cats,blocking,etc. edge upward. 1 6 a minimum length ;,,pinch to through ,ugh into u'tc ngroatsheath-rials N - '/2"regular cellulosic fiberboard 11/2".galvanized roofing nail 6d common nail staple 3 6 struction,the unsupported span of ceiling joists shall not ex- no more than 0.5 efmlft2(2.6 Us/m2),when tested according and ACOA(Air Conditioning Contractors of America)Manual at exterior walls and bearing walls as required by code ing.Where the roof sheathing is less than 3/4 inch(19.1 mm) sheathing 16 ga., 11/2 long ceed the values set forth in Table R802.4(2)in attics which to NFRC 400, 101/f.S.2,or AAMA/NAFS 101/I.S.2 by an J-87-Residential Load Calculations.pP and/or job conditions and in accordance with standard thick, the fasteners shall penetrate through the sheathing. Ira. Haspel '/2"structural cellulosic fiberboard 1'/2"galvanized roofing nail 8d common nail staple 3 6 are not served by a fixed stair, have a clear height of 42 accredited, independent laboratory, and listed and labeled Exhaust Systems-shall comply with Chapter 15 and the acceptable practice. sheathing16 ga., I'/2 long _ inches(1067 mm)or more between joist and rafter,and have by the manufacturer. 26. The Contractor shall keep the construction area free Fasteners shall comply with ASTM F 1667. a design live load not exceeding 20 psf(958 Pa)and a design . following: 25/32"structural cellulosic 13/4"galvanized roofing nail 8d common nail staple 3 6 dead load not exceeding 10 psf(479 Pa).The maximum al- Exception:Site-built windows,skylights and doors. Clothes Dryers- ^c.M1501 from debris and rubbish throughout construction. At 8905.2.6 Attachment.Asphalt shingles shall have the min- fiberboard sheathing 16 ga., 13/4 long - lowable span of joists that support attic spaces that are ac- the completion of the project,Contractor shall remove imum number of fasteners required by the manufacturer. A�cl ll i.e�tor ,�. �. j_ Range Hoods-Sec.M 1502 all debris,waste material and tools from the site,and For normal application,asphalt shingles shall be secured to • ' um sheathing 1'/2"galvanized roofing nail;6d common nail;staple 4 g cessed by means of a fixed stair shall be determined in . N1102.43 Recessed lighting. Recessed luminaires in the roof with not less than four fasteners per strip shingle to /2 BYPs 8 galvanized, 1 /21ong,1 /4 screws,Type W or S accordance with Table R502.3.1(1)for residential sleeping stalled in the building thermal envelope shall be sealed to Microwave Ovens-Sec.M 1503 leave the completed project in`broom clean"condition. limit air leakage between conditioned and unconditioned Overhead Exhav t Hood-Sec.Ml 504 27. The Architect has not been retained for any two fasteners per individual shingle. Where the roof slope s ' exceeds 20 units vertical in 12 units horizontal(20:12),s " 13/4"galvanized roofing nail;8d common nail;staple areas. I spaces by being: Mechanical Ventilation-Sec.M1506-comply with construction administration services,including but not ' pe- 3/a gypsum sheathing s " s " 4 8 - . galvanized. l /a long;l /a screws,Type W or S 11802.5 Allowable rafter spans.Spans for rafters shall be in limited to site visits. tial methods of fastening are required. For roofs located 599�S ,CSA//y /Qo Ig J, wood structural panels,combination subfloor underlayment to framing accordance with Tables R802.5.1(1)through R802.5.1(8).For 1. IC-rated and labeled with enclosures that are sealed or Table M1506.3 - where the basic wind speed per Figure 8301.2(4) is 110 • Basketed to prevent air leakage to the ceiling cavity or un- Duct Systems-shall comply with Chapter 16. 28. The Architect is not responsible for the legalization of h (177km/h) greater,specialt„ U TPOL�, /�/, v f ��j 7/ " ed nail or 8d common nail 16 . 12 other grades and species and for other loading •conditions,refer b any swetures on the subject property. mph or methods of fastening are 3 fx!deformed Rafters and applica- conditioned space;or Combustion Air'-shall comply with Chapter 17. required.Special fastening methods shall be tested in accor- /, and less to the AFBs PA Span Tables for Joists and pp 7/8"-l" 8d common mai!or 8d deformed nail 6 12 29. No changes to these drawings nor to any workon this dance with ASTM D 3161,modified to use a wind speed of • ble provisions of ASCE7.The span of each rafter shall be mea- 2. IC-rated and labeled as meeting ASTM E 283 when Chimneys and Wants-shall comply with Chapter 18. project may be made without the written approval of differential with no 1 l0 mph(177 km/h}. _631- 765- 2 075,f.x .G3 1-765:5715 I 1►/a"-1'/4" lOd common nail or 8d deformed nail 6 12 sured along the horizontal projection of the rafter. tested at 1.57 psi (75 Pa) pressureBoilers&Water Heaters-shah comply with Chapter 20. the Architect. ll more than 2.0 cfm(0.944 Us)of air movement from theP y P Shingles classified using ASTM D 3161 are acceptable LI For SI: 1 inch=25.4 mm,I foot=304.8 mm,1 mite per hour-1.609 kto/h. SECTION R803 conditioned space to the ceiling cavity;or Hydronic Piping-shall comply with Chapter 21. 30. All new window and door openings over 5'-0"shallP a. All nails are smooth-common,box ordeformedshaeksexcept where othawi estated.Nailsusedforframingandsheathingconnectionsshallhaveminimumaver- ROOF SHEATHING 3, Located inside an airtight sealed box with cleazances of Fuel G8s-shall cgmply with Chapter 24. have studs tripled on jambs. The inner two studs shall for use in wind zones less than 110 mph.Shingles classified of 0.192 inch 20d common nail),90 ksi(620 Mea)for shank diameters larger than - be cut to receive the lintel or header over the opening using ASTM D 3161 modified to use a wind speed of 110 age bending yield strengths as shown.80lean(551 :ksi(for shank diameter ( Plumbing and General Plumbing Requirements 0.142 inch but not larger than 0.177 inch,and 100:lcsi(689 Mea)for shank diameters of 0.142 inch or less. 8803.1 Lumber sheathing.Allowable spans for lumber used at least 0.5 inches(12.7 mm)from combustible mater and shall extend in one piece from lintel or header to mph are acceptable for use in all cases where special fasten- b. Staples are 16 gage wire and have aminimum'/,b'44-inch on diameter crown width. as roof sheathing shall conform to Table 8803.1.Spaced lum- and 3 inches(76 mm)from insulation. shall comply with Chapters 25 and 26. - ing is required. '1, c. Nails shall be spaced at not more than 6 inches on center at all supports whte spans are 48 inches or greater her sheathingfor wood shingle and shake roofingshall con- bearing below. The outer stud shall run in one piece Project ne"'e'"d!ocular g N1102.4.4 Building envelope infiltration. The building Plumbing Fixtures-shall comply with Chapter 27. from sill to top plate. , 1 A d.Fou-foot-by-8-foot or 4-foot-by-9-foot panels shall be applied vertically- form to the requirements of Sections R905.7 and R905.8. thermal envelope shall be permitted to meet the require- Water Heaters-•shall comply with Chapter 28. 31. No stud shall be cut to receive piping larger than l-1/2" C w/�i� Z 5 , C e• . Spacing of fasteners not included in this table shalit be based on'Bible R602.3(2). Spaced lumber sheathing is not allowed in Seismic Design Cat- • rents of Table Nl 102.1(2) where tested ACH50 does not f. For regions having basic wind speed of 110mphorg .8ddeformednailsshallbeusedforattachingplywoodandwoodstructuralpanelroofsheathingtoftam- e o D,. Water Supply and Distribution-shall comply with in diameter. If the running of pipes requires the cutting �,� ing within minimum 48-inch distance from gable and walls,if mean roof height is more than 25 feet,up to 35 feet maximum g ry exceed 5.5, as verified using instruments and procedures Chapter 29. of plats,proper provision be made for tying ;.Jo P ��� g.For regions having basic wind speed of 100 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6 inches TABLE R80Gf.1 specified in ASHRAE/ASTM E 779-1999.The test shall be together and supporting allshallbe structural members affected . on center When basic wind speed is greater than 100 mph,nails for attaching panel roof sheathing to intermediate supports shall be spaced 6 inches on center for MINIMUM THICKNESS OF LUMBER ROOF SHEATHING _ • minimum 48-inch distance from ridges,eaves and gable end walls;and 4 inches on center to gable end wall framing. conducted by a qualified person who shall demonstrate Sanitary Drainage-shah comply with Chapter 30. by stir,I,cutting as per Code. SOLI I V• .� �, (g I h.Gypsum 1- ithing shall conform to ASTM C 79 and shall be installed in accordance with GA 253.Fiberboard sheathing shall conform to either AHA 194.1 or RAFTER OR BEAM SPACING MINIMUM NET THICKNESS competence,to the satisfaction of the code enforcement of- Vents- shall comply with Chapter 31.Traps-shall comply (Inches) (Inches) ficial,for the conduct of such tests.For the purpose of this Chapter 32. - - _ ASTM C, 4. - - i. Spacing c tsteners on floor sheathing panel edges applies to panel edges supported by framing members and at all floor perimeters only.Spacing of fasteners on 24 s/a section,ACH50 shall mean air changes per hour of infiltra- roofsheat .g panel edges applies to panel edges supported by ing members and at all roof plane perimeters.Blocking of roof or floor sheathing panel edges tion into a Crouse as measured with a blower door at 50 pas- Electrical -General Requirements-shall comply with perpendicular to the framing members shall not be required except at intersection of adjacent roof planes.Floor and roof perimeter shall be supported by framing 48' cats of pressure in accordance with ASHRAFJASTM Chapter 33 members or solid blocking. - • 11/2T&G standard E 779.Test results shall be provided to the code en- Electrical Service-shall comply with Chapter 35. • - SECTION 8703, - R7023 Gypsum board• forcemeat official and shall include: Branch Circuits and Feeder Requirements-Shall j EXTERIOR COVERING 72c C DNSTAUCTION DOCUMENT DATE R7023.1 Materials. All gypsum board materials and ac-- 1. Name and place of business of the tester; comply with Chapter 36. R703.1 General.Exterior walls shall provide the building with For SI: I inch=25.4 mm. WiringMethods-shall comply with Chapter 37. # REVISIONS 1/.;3_y_,. ..._ cessories shall conform to ASTM C 36,C 79,C 475,C 514, a weather-resistant exterior wall envelope. The exterior wall a. Minimum 270 Fb,340,000 E. 2. Address of the building which was tested; .__ C 630,C 931,C 960,C 1002,C 1047,C 1177,C 1178,C envelope shall include flashing as described in Section 8703.8. b. Minimum 420 Fb,660.000 E. 3. Conditioned floor area of dwelling,calculated in actor- Power and Lighting Distribution-shall comply with _ - 1278,C 1395 or C 1396 and shall be installed in accordance c. Minimum 600 Fb 1,150,000 E. • dance with ANSI Z65-1996, except that conditioned 'Chapter 38. with the provisions of this section.Adhesives for the instal- The exterior wall to preventleve shall be designed and constructed i in such a manner as to the accumulation of water within 8803.2 Wood structural panel sheathing. floor area shall include areas where the ceiling height is Devices and Luminaires-shall comply with Chapter 39. lotion of gypsum board shall conform to ASTM C 557. -� the wall assembly by providing a water-resistive barrier behind 8803.2.1 Identification and grade.Wood structural pan- than 5 feet(1524 mm): Appliance Installation-shall comply with Chapter 40. R702.3.2 Wood framing. Wood framing supporting the exterior veneer as required by Section R703.2. els shall conform to DOC PS 1,DOC PS 2 or,when manu- 4. Measurement of ACH50;and - - -- - -= - gypsum board shall not be less than 2 inches (51 mm) R703.2 Weather-resistant sheathing paper. Asphalt- factored in Canada,CSA 0437, and shall be identified by 5. Certification of accuracy of test results and signature of General Notes nomin.' thickness in the least dimension except that saturated felt free from holes and breaks, weighing not less grade mark or certificate of inspection issued by an ap- tester. wood t ,ring strips not less than I-inch-by-2 inch(25.4 than 14 pounds per 100 square feet(0.683 kg/m2)and comply- proved agency.Wood structural panels shall comply with mm b• 'q mm) nominal dimension may be used over ing with ASTM D 226 or other approved weather-resistant ma- the grades specified in Table R503.2.1.1(1). N1102.5 Moisture control.The building design shall not cre- 1. Contractor shall obtain all required approvals,permits, . solid ba..king or framing spaced not more than 24 inches i`'terial shall be applied over studs or sheathing of all exterior 8803.2.1.1 Exposure durability. All wood structural ate conditions of accelerated deterioration from moisture con- certificates of occupancy,inspection approval,etc.for - densation. Above-grade frame walls, floors and ceilings not work performed from agencies having jurisdiction (610 mm)on center. walls as required by Table R703.4. Such felt or material shall panels,when designed to be permanently exposed in out- thereof. • be a lied horizontall with the u r la er 1 over the • ventilated t_o allow moisture to escape shall be provided with an R7023.6 Fastening.Screws for attaching gypsum board to PP y, PPe Y appy door applications,shall be of an exterior exposure dura- roved vapor retarder.The vapor retarder shall be installed 2. Contractor shaIll maintain coverage for all insurances, wood framing shall be Type W or Type S in accordance with lower layer not less than 2 inches(51 mm).Where joints occur, bility. Wood structural panel roof sheathing exposed to app p° po bonds,etc.as required bylaw and bythe owner. _ ASTM C 1002 and shall penetrate the wood snot less than s/a felt shall be lapped not less than 6 inches(152 mm). the underside may be of interior type bonded with erre- on the warm-in-winter side of the thermal insulation. eq , riotglue,identified as Exposure 1. Exceptions: 3. Contractor shall provide all safeguards as required to inch (15.9 mm). Screws for attaching gypsum board to Exception:Such felt or material is permitted to be omitted po P preclude injury to owners and contractors personnel, I J • light-gage steel framing shall be Type S in accordance with in the following situations: 8803.2.1.2 Fire-retardant-treated plywood. The al- 1, in construction where moisture or its freezing will not and to all other persons at the construction site. I CCoppLlght o Ira Haspel All Rights Rese, red. ASTM C 1002 and shall penetrate the steel mot less than 3/8 1. In detached accessory buildings. lowable unit stresses for fire-retardant-treated plywood, damage the materials. 4. Contractor shall exercise good judgment to minimize ' inch(9.5 mm).Screws for attachinggypsum'board to steel includingfastener values,shall be developedfrom an framing 0.033 inch to 0.112 inch(0.838 num to 2.84 mm) 2. Under panel siding with shiplap joints or battens. proved method of investigation that considers the effects 2. Frame walls, floors and ceilings in jurisdictions in damage to adjacent and existing property. g tier= • zone 4.(Crawl space fluor vapor retarders are not ex- 5. All areas damaged due to new construction shall be � G thick shall comply with ASTM C 954. 3. Under exterior wall finish materials as permitted in of anticipated temperature and humidity to which the em pted.) restored to their original condition. I t 5Table 8703.4. firetardant- ated 1 ood willbe subjected,the8702.4.2 Gypsum backer.Gypsum board utilizdas the P�'' J type 3. Were other a roved means to avoid condensation 6. Each trade shall familiarize themselves with t• he intent1HOT base or backer for adhesive application of ceramic tile or 4. Under paperbacked stucco lath. of treatment and redrying process. The fire- pp of these plans and coordinete their work with otherother nonabsorbent finish material shall conform with _ _ __- _ __ _..____ _ _ retardant-treated plywood shall be graded by an ap- are provided. ASTM C630 or C1178. Water-resistant gypsum backing R00f - C E.i t I NG -coil$;, proved agency. N1102.5.1 Maximum fenestration U-factor. The area trades. ' s where from- ie ns.The maximum allowable spans weighted average maximum fenestration U-factor permit- minimum All work and materials shall be guaranteed fora board shall be permitted to be used on ceilings SECTION 8601 • 8803.2.2 Allowable spa p minimum of one(1)year from the date of acceptance ing spacing does not exceed 12 inches(305 mm). on center GENERAL for wood structural panel roof sheathing shall not exceed the ted using trade offs from Section N1102.1.3 or Section 404 bythe owner. (r . for'/2-inch-thick(12.7 mm)or 16 inches(406 mm)for 3/8 R801.1 Application.The provisions of this chapter shall con- of the EnergyConservation Construction Code of New York (rax rap no.: inch-thick(15.9 mm)gypsum board. Water'-resistant gyp- values set forth in Table 8503.2.1.1(1)or EWA E30. 8. Licensed surveyor to stake out house and perform State in Zones 4 through 6 shall be 0.40. -]j 889 sum board shall not be installed over a vapor retarder in a trol the design and construction of the roof-ceiling system for 8803.23 Installation.Wood swcturai panel used as roof foundation survey. - 70 - 0 -4-3 I all buildings. sheathing shall be installed with joints staggered or N1102.25 Floors. Floor insulation shall be installed to y The work under this contract shall consist of all labor, shower or tub compartment. All cut or exposed edges,in- maintain pemtaneni contact with the underside of the chiding those at wall intersections, shall be sealed as R801.2 Requirements.Roof and ceilingconstruction shallbe nonstaggered in accordance with Table R602.3(1),or APA. installation,materials and equipment required and E30 for wood roof framing or with Table R804.3 for steel subfloor decking. necessary to perform all work as shown on the recommended by the manufacturer. capable tion R301 accommodating all loads imposed according co (Phase: and of transmitting the resulting loads to the support-sec- - Coof °g N1102.2.6 Basement walls.Walls associated with condi- drawings and specifiedherein and as required by R702.43 Limitations. Water-resistant gypsum backing ing structural elements. - `- - -- tioned basements shall be insulated from the top of the base- conditions at the site. board shall not be used in the following locattions: Roof Assemblies-shall tom 1 with ter • mens wall to a depth of 24(610 mm)inches below grade, l0. All work shall conform to the residential code of New R8013 Roof drainage.In areas where expansive or collaps- P Y Chap 9 ......".,%. ... -~ -� .. -by: •Job No.: • where the heating degree days are less than or equal to York State,latest edition and all other local codes and semter' • 1. Over a vapor retarder in a shower or bathtub comportpc�`',EDA � (�,� - ible soils are known to exist, all dwellings shall have a con- 6,000;• to a depth of 48 inches (1220 mm) below grade, agencies having jtvisdiction. ` nF tai, .°� 9'�9 �`� - 5e� • rent sal from roofs that will collect Chimne s and F>tre laces-shall tom 1 with Ch ter but are propertyowners, '' � �C ��` Kate d° trolled method of water drspo Y P P Y aP �0 where the heating degree days are greater than 6,000 11. Notify all corporations,adjacent a 2. Where there will be direct exposure Ito water, or in and discharge all roof drainage to the ground surface at least 5 not ter than 8,000; and to a depth of 84 inches(2,135 areas subject to continuous high humidity. feet(1524 mm)from foundation walls or to an approved drain- > P utility companies and/or local authorities owning // - } ,•,.r? • JII ���j�I n0�a mm)or to the level of the basement floor,whichever is less, conduit,wires,pipes or other utilities running to or on I agesystem. where the heatin de da s are ater than 8,000.Walls a :,.%'11 i'it -- t Y g > Y gre the property or in the areas affected by this conswction / associated with unconditioned basements shall meet this re- the Town of local ' ,,./r T ., P/ B no• R801A Loads. Refer to 8301.2(5) for ground snow and/or otherwise required by - Figuregf// _ " j loads and Figure 8301.2(4)for wind loads. C don ement unless the floor overhead is insulated in Accor- • agencies having jurisdiction. Cap all abandoned utility • _ • dance with Sections N1102.1 and N1102.2.5. ,1 : �'- lines in accordance with inswctions from utility C. . `t f d a companies or local authorities having jurisdiction. - l° .i± A ' PI is • �./ 1