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HomeMy WebLinkAbout29532-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31191 Date: 10/06/05 THIS CERTIFIES that the building NEW DWELLING Location of Property: 935 FRANKLINVILLE RD LAUREL (HOUSE NO.) (STREET) (HAMLET) County Tax Nap No. 473889 Section 125 Block 2 Lot 2.2 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 18, 2003 pursuant to which Building Permit No. 29532-Z dated JULY 1, 2003 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 SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE & COVERED FRONT PORCH AS APPLIED FOR. The certificate is issued to JOSEPH P LEBKUECHER III (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-03-0064 09/27/05 ELECTRICAL CERTIFICATE NO. 1169333 10/28/04 PLUMBERS CERTIFICATION DATED 10/13/04 RBT. BUGDIN PLUMB.& HEAT. Atithorized Signature Rev. 1/81 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. Forpew 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 I. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,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$15.1000 / Date. I �o 0 New Construction: ✓/ Old or Pre-existing Buildung: (check one) r Location of Property: A Vm� a=rc House No. Sheet' Hamlet Owner or Owners of Property: J e)—y-O I' L Ovej-1,e/ -JQ Suffolk County Tax Map No 1000,Section j Z S Block Lot �Z Subdivision Filed Map. Lot: Permit No. 53 2 Z Date of Permit. � ) �°3 Applicant: Health Dept. Approval:- Underwriters Approval: V/ Planning Board Approval: / Request for: Temporary Certificate Final Certificate: V (checkLe Fee Submitted:$ Applican (n 400 Signature Cog-c.,• cc ?� 3 i 19I FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 29532 Z Date JULY 1, 2003 Permission is hereby granted to: JOSEPH P LEBKUECHER III PO BOX 645 JAMESPORT,NY 11947 for CONSTRUCTION OF NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE & COVERED FRONT PORCH AS APPLIED FOR; FOUR BEDROOM PER HEALTH DEPT. at premises located at 935 FRANKLINVILLE RD LAUREL County Tax Map No. 473889 Section 125 Block 0002 Lot No. 002 . 002 pursuant to application dated JUNE 18, 2003 and approved by the Building Inspector to expire on JANUARY 1, 2005 . Fee $ 1, 937 .40 Authorized Signature ORIGINAL Rev. 5/8/02 � J. Town Hall. 53095 Main Road Fax (518) 765.1823 F. O. BOX 1179 r Telephone(5 16) 765.1802 Southold.New York 11971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T T F Z C A T T O N Building Permit No. Owner: (please print) Plumber: Reaggr 6b/" (please print) Z certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn Co before me chis /3 day of OCTTaO&K Notary Public, �G / y �� County4&ONI4e�rbAc • BY THIS CERTIFICATE OF COMPLIANCE THE S7s 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 BUREAU OF ELECTRICITY 5 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT e�5 Upon the application of upon premises owned by C7 C5 TWIN FORK ELECTRIC JOSEPH LEBKUECHER 5 P. O. BOX 48 HERRICKS LANE 5 JAMESPORT, NY 11947, JAMESPORT, NY 11947 5 Located at ALDRICH LANE LAUREL, NY 11948 Application Number: 1169333 Certificate Number: 1169333 Section: 126 Block: 2 Lot: 2.2 Building Permit: BDC: NS11 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement,First Floor,Second Floor,Attached Garage,Outside,Attic, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the Day of 28th October,2004. Name OTY Rate Raung Circuit 1�= Alarm and Emergency Equipment Transfer Switch 1 0 60 amp Sensor 2 0 Carbon Monoxide Sensor 7 0 Smoke C Appliances and Accessories 5 Exhaust Fan 4 0 F.H.P. Dish Washer 2 0 1.2 KW Pump/Motor 1 0 1 H.P. C� Cooking Deck 1 0 30 Amps L�Rtt� Oven 1 0 30 Amps Furnace 1 0 Oil Hydro Massage Tub,Residential 1 0 �n Panels ye 1 60 i8 5 Wiring and Devices 5 Outlet 91 0 Fixture Fixture 91 0 incandescent seal Outlet 123 0 General Purpose Continued on Next Page 1 of 2 NJ This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 55. ' BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 5 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by S 5 TWIN FORK ELECTRIC JOSEPH LEBKUECHER P. O. BOX 48 HERRICKS LANE 5 JAMESPORT, NY 11947, JAMESPORT, NY 11947 Located at ALDRICH LANE LAUREL, NY 11948 Application Number: 1189333 Certificate Number: 1189333 Section: 125 Block: 2 Lot: 22 Building Permit: BDC: NS11 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: 5 Basement,First Floor,Second Floor,Attached Garage,Outside,Attic, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed rj herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on theDay of 28th October,2004. �+ Name OTY RR= Rating it it I= Receptacle 61 0 General Purpose Switch 62 0 General Purpose 5 Paddle Fan 2 0 Receptacle 2 0 20 amp Laundry Receptacle 14 0 GFCI Service 1 Phase 3W Service Rating 200 Amperes Service Disconnect: 1 200 cb 5 Meters: 1 5 5 seal 5 I 5 z of z This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 R• 1i+ A 1 CHARLES M . THOMAS . PO Box B77 JAMESPORT, NY 1 1947 (63 1 ) 727-7993. 1 7{' January 10,2005 Town of Southold 53095 Main Rd Southold,NY 11971 Re: Lebkuecher Residence To Whom It May Concern: Upon inspection of the above referenced residence, I have observed that the strapping been installed in the typical manner, and is fully meeting with New York State Building Codes. Thank you for your attention to this matter. Please call the office with any questions or . concerns at(631) 727-7993. Thank you. ( SD F OF NE`N : 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. ( ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING FINAL [ l FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE / s- OS INSPECTOR �" 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] ING [ ] FINAL [ F�LACE & CHN NEY [ ] FIRE SAFETY MWECTION c REMARKS: zae� x 7� z Q,�' A-jc DATE 0 INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] M PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHWHEY [ ] FIRE SAFETY RMWWTION REMARKS: �-•i DATE INSPECTOR \ 765-1802 BUILDING DEPT. INSPECTION [ J FOU DATION 1 ST [ ROUGH PLBG. [ ] ATION 2ND [ ] INSULATION ] ma FINAL [ FMOMLACE A CHIMNEY [ ] FMRE SAFETY INSPECTION r REMARKS: f cat DATE IN R 765-1802 BUILDING DEPT. 114SPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] TIMI TION [ ] FRAMING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: cft4t#� f!� A�� A1' DATE —lel 9 C INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN TION [ ] FRAMING [ NAL [ ] FMMAO & CHWHIEY [ ] FIRE SAFETY INWIECTION REMARKS: DATE �� INSPECTOR 76.i' -1x02 BUILDING DEFT. INSPECTION [ ] F TION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS: DATE a INS 765-19M BUILDING DEPT. INSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIMPLACE & CHIMMY REMARKS: f� 1 DATE l �r o3 INSPECTOR /G � -a.�. TOWN OF SCJTHOW A ARTY *ACORD CARD o OWNER STREET �` VILLAGE DISTRICT -SHB.— LOT �'�" ACREAGE 3 - 'i 23 OL c- 1 E { F E7� OUB / ud/i F5 Z)i s 9 S W TYPE OF BUILDING c� Y pLghke RES. Ste• VL FA COMM. I IND. Co. MISC. I Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS SRT- Lf , c �{ OJO Do 000 F 0 v S 6 6 S 3 So 0 !/v 0 0'� 6/ 'j 44 7112 r p io d c U / 3 a 7 -L117f a - Vlwlle,Alr LP1voff ; l03 �p1=�1 NEW NORMAL BELOW ABOVE FRONTAGE ON WATER Farm Acre Value Per Acre Value FRONTAGE ON ROAD / Tillable 1 BEHEAD - - Tillable 2 / D � ' rte' �/! O DOCK Tillable 3 11(c 99 ' P 44166" ' Gr�Cn1iv4SC r �r �Meodland r CJ a r1 D 30 -/71blel4raV'aA 1,c4%1 iiw/_1 - u Swampland Brushland -- House Plot d v /6 O O - a25 350 8 T5o � metal 1s 3 E9 0' e� TAn /._ Iq Foundation Bath 31d U ansi�•n. Basement Floors msi_n Ext. Walls Interior Finish - i msion ,� s3 ( 50 Fire Place Heat (n q �, 4 �K -Ips �p 300 - Porch Roof Type U Porch Rooms Ist Floor ezeway Patio Rooms 2nd Floor age �- -- Driveway Dormer B. $ 11! \ III �Ijlll�ijjll pi i VMS Wl�i -. , ,� ,ice If, _� s 1 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. =2 9.5.30 Check Septic Form N.Y.S.D.E.C. Trustees 7/ Examined/ ,2014 Contact: Approved / ,2003 Mail to: T— Disapproved a/c Phone: Expiration 20.0 5 KT _ Building Inspector APPLICATION FOR BUILDING PERMIT UN 18 -I.� + J l T) 20_23 _ Date � n n , INSTRUCTIONS r, : n1 D a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing, the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings,additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicab'_e laws, ordinances, building cod ousing code, and regulations,and to admit authorized inspectors on premises and in building for necessary inspections (Signature of apph t or e,if a corporation) t" T- ct,r G C 6%; It I C, CVmKS Z. IA L;nCaJlh S � (Mailing address of applicant) �: vcrl.ca. & tJ i ( 1 q0 / tate whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder (L e c 1 / If (/� I ame of owner of premises L K G f / / I 0 S L� h `�F' L �6 �U� Calf oe S r I (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/J`Location ofJJattd on which proposed work will be done: G f- x i/S 1 VA ✓ N LI:n I/,. 1 n/ 6("A y�� / 1l �✓' r t'� I &nl' House Number Street Hamlet �Cotmty Tax Map No. 1000 Section �'� Block 9!:X Lot s Subdivision Filed Map No. Lot (Name) ' 2. t0 existing use and occupancy of premises and intended useZQ=Ot oposed constructio a. Existing use and occupancy V= f 5, 0 r r o_ L he V.,�^r b. Intended use and occupancy ature of work (check which applicable): New Building Addition Alteration_ Repair Removal Demolition Other Work (Description) 4. Estimated Cost �D 0 0 Fee (To be paid an filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure wilt allieriftwe or additions: Front Rear Depth Height Number of Sto 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO_ 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES_NO__ wafH7 ,ToISep h P(7 3" "5 0147 4. Names of Owner of premises e b Lr eek�✓ AddressoketISN't u Y Phone No. Name of Architect Ch'lw)ts� /Q.�eli�c ;Address 206 1iht&hi st Phone No 0727. 7TO3 Name of Contractor Address 4;at r 1�1 t�d, Apyone No. 11401 ` a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. I. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. J/STATE OF NEW YORK) SS: COUNTY OF LL ) V= VOM-15C r�l:�0 beingduly swom,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the r I . F I k L R/e (Gt (✓' /rte T IF� (Contractor, Agent, Corporate Officer, etc.) o .r'lQ�ty�c of said owner or owners,and is duly authorized to perform or have performed the said work and to make and.file:tbis t Wh;adM 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 tiled therewith. Swo fore me this y of 20 otary Public Srgnature earn LYNDA M.BOHN NOTAW PUBLIC,Stale 01 ttew** 1411.01 W6020932otiat�g�-, Term Expiresi d in Sn Hch 8,2 t olk COU Term i w�� TKF Excavating&Demolition,Ltd. 4 Pepperidge Lane East Moriches,NY 11940 6314878-2700 PhowiFsx CERTMCATION OF SEWAGE DISPOSAL SYSTEM BY INSTALLER Hadth Department Rdwena Number AQ l d —p,3— 6 6(P y Suffolk Tax Map#: Dist Sects) Bilk(s) Lots) Project Name or Add=s:—�nGlh !a n o n ( n u r C Subdivision Name&Lot# Applicant'sName: Q :* T 4Ln W 111.0 /'rte n� _ .. .. Deaaiptlon of System MOAHod: .i SepticVolume Tank Wdkws O Slmpe: ( T (ia liodrical Name ofPreastManuhcwrar: bampid Prp_ra4 ±" Lewhingpools Numbix of Pools Diamoter& 491 16 , Name of Precast Mamfacturer: Other: Attach or sketch below the meaeuroments from building corners to the access covers of disposal sysmm. �ppR ,iy, r- I herby aertily that lir O"MO s s RqP disposal ryetaay Owarihd inftsW by me in a000rdw=with dm approved and res d of the S rOk Cousry ofHAdth SaNiow and is Opersdond. - hlAssw swamm oF fh fJ/d hint NAMOCOMpaay: P1 � conwmar Affairs Uoeose Number: 07/01/2003 10:09 6317278033 CHUCKTHOMAS PAGE 02 Charles M. Thomas, Architect - - P.O. Boz 877 Jamegwrt,New York 11947 (631) 727-7993 e mail: edtbomas63®aoLcom July 1", 2003 Town of Southold Building Department Re: proposed Lebkuodw Residence, Laurel Dear Town, This letter is to oe"that this project meet; N.Y.S. Fire Accessible Code and Town Codes (280.A). Thank you for your attention to this matter. Ve tru DA n C �f�_F Nf•.�/ Charles X Thomas, Architect P.O.Bo: 877J UN "L 42003 Jamesport,New York 11947 IL (631) 727-7993 n� e mail: adithomae63@1aoLoom TQ June 23r4, 2003 Town of Southold Building Deparenent Re: Proposed LebkuechsrRosialanoe Laurel Throe points of cbrftehm on the building plans submNled Dear Town, We hops the following three anhendnhents (points of darfAcation)shall oor npiste our application for a ponnit to build. 1. &WOMIN&M(information to be placed on the submitted plane-at note cumber-g-) - A.smoke detactor shall be placed in each habitable mom-on all floors-ani at each area immediately outside the door and/or emry of each babitabde room. 2. Each habitable mom mats Earm Reaminomb. - There is at least one egress window in each bedmom(of 5.7 square feet-AND is a clear opening no smaller than 20x24 3. The bedrooms meet l,i[ht&Vent Reashumats of 8%and 4%respectively • Look for a second and third page,in this fax showing the 2 elevation images of our proposed residence-identifying each required egress window(specifying not only that it is an egress window,but also what window manufacturer and model#will be used for each egress window.) Thank you for your patience, and for your attention to this matter. dory yours, n� CHARLES M. THOMAS, R.A. PA&E 1 of /TANS ALL WINDo%4S 5 (-PEIFf ED \41LL - 13C ANDES S EAI MAAOFgLrQZE D � x852 ;L84L iClESS s � E �ti L— s F i • ! I f - J� yG G6•G YMt I.--1._. .. L`.V KKV\•f1G � f ft 1 7 IiII' f I -- -'- 1 �� 2E SZ � z95L _ � � .. --- E6RE55 GR�.SS /NDIMI N�`� __ ._ f __ _ __---r r . � i � i Young & Young 400 Ostrander Avenue, Riverhead, New York 11901 631-727-2303 Alden F. Young, P.E. & L.S. (190&-1994) s Howard F. Young, Laud Sumeyor Thomas C. Folpert, Professional Engine" p ppg Robert C. Tact, Arohiteat ARB te�g jalg 15.07 123.05' 138 - - � 45____ +b. I 0 2N I W h fy � IiN V] Q h W IV1 N IN ALDRICH LANE g 30 3 L1 Im`. Re4�y w or forrnerl LoB UIS Y : HER,W oschetti - �' Lot 7 Iy \'3a h y now Lot 2 _ or I or Subdiviision _ -- - - or Lebkueche�hl Daryl fW000sy I Suff. Co ,IFRehard J. Cron ea �� %i 1v000nt) Cher I I I No. 797 y q 5 er\y Re\y now 0r formerly 9 HEALTH DEPARTMENT ff t 53 09:41" E:��.o3 IRWCoos T_ Lo 3 I Lo I I or {°roma ee Lisa Peters Kot sldence) '-____ _ I Lot 4 t 5 _ Lot now °r f naW �. 0 " W _ . ---- ---- -I - _ 6 or y o ----- -----__ avid T B formerly Re\ e sUFFot7cco7n4TynsPAlt - D I - -I �. I Dia Bennett & °<d TMENTOFfA[,TH SERVICES L. Hu or for R1a S 42'06'41" E Z 339.62' EDGE OF woods '' i�.''/ / �I `�` \ ` ° bbar now mer) I h m - - -- PERMTTFOR AP Z3 : --1 3`t 1 102.93' _''' / I I i I `` `� - °I I Wayne )' I p1" - .PROW?-L OF CONSMU _PRa s Dl S 33' I ,' I , --L- , / ` ` ---- _-_" _"__ Dries & no e A v'Pj y oi1VS',3.E milm'y gbENCEO ON FOR 1 ?a 03'21° E I ,-' '1 - 11 -____" _--'" , Cathy Dries w or former) I 5 5,,Ag0 �� now or former) ONLY RA m' I OR�Pbgg 175.03 Na hI N ox leo 23./ a , WIAYrGi I `\� _-------' / I 60 i 3 21e 2.77' I s0 - nay P Ho Hough & i S �g2 A�, o � m q,A'44'cE zoo YnIIXET ' A P p-� F3 NO. 1ZIo-a3 - Y P - Timotm Barbara A. Berdinka DATE z.L-20-0 7. -�-.,� I r I ' _ 2.09' _-'f S 3• p' E 21 9h 60•g • ,S 42'44'31° E 295.00' VEb ° _________ 4.70' 33 3 sro unuTr° t a FOR H N I I I IOF P MS I\ I 1 _ 2'38'31" n -'- - TEST HOLEu-/-�'� i --------- 04.92' I .�` LOFAgONEOF ' 11I Ii li i, ________C ;. . N0. 1 I`� \� . lea /�'v'rv'A-�'/_"" EST ,'' ____�_ .�``� _____ _, �____ - _ E aaENs D �` �S 33 i E' 1g,�„ E IZ8g3 r til O��s FROM DATEOp > ,,-NO (s 4 B eN,l „ 7`. `` _ - 380. 2721" 0 , wow OF vrn /£� � °t£ EXPIRES THREE YEARS O Y �. B AIME HOUSE / b / /' /' a0__ _-----_______ `oma •� Nut. SEr / 36 7.92 99 S 31' e� 0 sroxe now pp ' !y p11 I I / I % i \ __ �` _ ___ _ IN TREE ED OF 530 E POST 19'L'� cz.o v p >` N ,•° / PROP I / I `�•� __„______ _.`\:� woods ° J ___1 -"; '$'ANI OS DI , --I 11 1 `�s\ �--s ` so-A y .'S TAi i I - --` I II ` _ --- . leoCnlc ME1ER 1 39'21„ W NOTEI I _\- :- -_ --` ED \N 51 oA OPO TOTAL AREA = 35.7860 ACRES Is e r _�__--' -'Sp-'n - 1 _____________\ i i �`t _ . zoe TEST HOLE �i1'w i t iO'm W W\ 3 `11� 1 NO. 3 6`b <9 W. BB O F ----- >_-' /`I GO Ir_ - `1111 I d tlll11 1 It 3\ \ MD \t( (' _i' :zl of i•' 1 �� 1 111 t \`_ -_10-___��___' i' I ' / -__��``-'' ,D0 3 N I i __ �- � I I I I\ \ Iii '. No t\ 1 1 i , - 35_'3'h52' W%% /-_- ` ` , / /' EDGE OF WOODS \ I I`SD' \I - 24111 0f(o•fhl g, 617.21' \ / / I /-3eo . `� w °( t/ 3 rn Dow J, S Soho N 3726'29" EaRIH aoaD I t 'P�f-7"EdSoP�le a ;, 398. .e ° "' o 1 i;, '��' TEST HOLE °0" ' N 38'23'11" -- SURVEYOR'S CERTIFICATION Il` / \II Ili i i No. 2 391.43' W / v III I ' W • WE HEREBY CERTIFY TO JOSEPH LESKLJECHER THAT i VIII III N 45'2753' ---" now Or formerly EDGE oP Woods THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. Y Jose h P. / m II Il ltl 11` P Lebkuecher, Jr. 11 �� N P __ nNE W. / N 41'49'53" W ,N 3j. 3 now or formerly Joseph P. Lebkuecher, Jr. D gyp 99 53.58 / i j'd3'24:- 216.79' A n - ♦ . ggI _ OUBe II ; N 32'17'36" W EtRIGATION N HOWARD W. YOUNG, N.Y.S. EV�,JI DUE4 1 � ' 45893 J� �Ip)�� 2003 PR - l LAND lip OunET 411.56,A 121.37 1° 3 Ali 9, � 11 III N 33'25'29" W 1 0 / ._ N i t � 33'1720". yy N 361¢1'11" W 242.58 - -� so.o. 111'I'ICL i,a 51C4rA1Cli 14LpIj A 197,34' e N 32'71t „ W � ll now or formerly Joseph P. Lebkuecher, Jr. SURVEY FOR JOSEPH LEBKUECHER ° At Laurel, Town of Southold Suffolk County, New York County Tax Map D[Wld 1000 Se.tm" 125 elucN 2 Ut 2.2 1 BUILDING PERMIT SURVEY pill op�� eyc MAP PREPARED JAN. 21, 2003 SCALE 1" = 100' JOB NO. 2002-0506 OF 1 DWG. LE97_0337_2002_0505_survey 0� MONUMENT SET E � MONUMENT FWND 0- STAKE SET �� STAKE FOUND Young & Young 400 Ostrander Avenue, Riverhead, New York 71901 631-727-2303 Howard W. Young, Land Surveyor Thomas C. Aclpert, Professional Engineer Robert C. Tost, Architect Ronald E. PfuhtL, Landscape Architect NIN Figs. (7�S32_5551:,E138.12'_ 1 15.07' I 123.05' _ I •R � I I O i I21N � Eim 15IWIh I� he loii la i I ALDRICH LANE I bp 75.Op'�I s$y¢ now ED 9 Louis or formerly I IR& °schetti ml Iti N N I ly Lot no Lo Ian forrperly Jo now or 2 Subdivision P• Lebk septi I D for Suff. —' Richard J. Cron I o uecher I aryl L. Woodsy I Co,IFile No. 7975 Dov o &jafo\ Lee Re1ye I now or formerly � g S 34'00'41" E 15.o2 I Cheryl A I Lisa Peters Kot w 8� Woods I Lot 3 I I Lo °� ° I � � S 30 Lot 4 t 5 I Lot now or for - 9 e0i' E I 6 David T Bennett lY i I d Fjelye° 339.62' I Diana L Hubbard I now or formerl I R _ _ _ 'ichor S 42'06'41" E m 21 102 g3, I Ecce OF woods Wayne Dries &y I now !� S 33'03'21" E I I I Cath or formerl 5 58x504 6 �N now or for y Dries I Timoth y Y Hough & pyo Barbara A. Berdinka ns.a3 I Noncy p 9h I E o m I 602.09' S I ' Hou 451 q x I 33'50'21" E 2 2.77' 605 h� -S 42'44'31" E 295.00ET \ i e e 4.70' 3 1 I 5 192 " £ m 111,iENCEELM' 2'38'31" E 204.92' I n°a \aAo• ° u F DATO j � FCONCRETE , `si Asa IS 3336'41" E ' 911",E I2g Y 380.99 I S 31-27' 6U1 " naw OF EwENcsaNs NO 3- "� NAIL SET 7.9221' S 16 sTCNssono �y O` IN TREE EDGE OF w00DS 5.30 30 E POST X925 fl I4 ME1F$, L SOA •yIj 51.39 'z1" W SOT NOTE l C - �Ni L °( f Ebb w { 661 O TOTAL AREA = 35.7860 ACRES 6� Do co 1 foT cd°`sb ��. o°w SOP 2 I `flS 0O 300n / A � N 3537'52" W J y� EOCE OF WOODS 617. ( 'n° a r 21' zdN ec�Y y, N 37'26'29" IN g (oFm n w I EAXTFROAD w F,dNjOf hr° Q 5o„O\ Z SoP W s. ° N 38'23'11” w 398 - - SURVEYOR'S CERTIFICATION 391.43' N 45'27'553 W • WE HEREBY CERTIFY TO JOSEPH LEBKUECHER THAT now Or formerly Joseh P. rn EDGE OF WOODS THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF p Lebku eCtl er, Jr. PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE N ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. ONEA � � M Wl W. y N 41'49'53" W N 3033'2p�� 3 now or formerly Joseph P. Lebkuecher, Jr. A 6 Rill 53.58' W 216.79' - "1 /;�, A °lan r aFS'J,'>>.....r':....i: T,.. oQ .eb 217' W .5y HOWARD W. YOUNG, N.Y.S. L.S. NO. 45895 �O 45895 EES �g N 3 36 IsslcnnDN LANDS ggp Dunes 411.56' R 1 4r. s 21.37 'n � N 3325'29" 14 0 W 331720" W N 3621'11" W 242.58 rv'ry 197.34' N �e �'. 32'1) ,. W now Or formerly Joseph P, Lebkuecher, Jr. SURVEY FOR JOSEPH LEBKUECHER ° At Laurel, Town of Southold J , Suffolk County, New York r"d County Tax Map oi.t0d 1000 Sactl"N 125 emck 2 LEt 2.2 M FOUNDATION LOCATION SURVEY N-�l PR 15 M _V FOUNDATION LOCATION SEPT. 18; 2003 1--- - - MAP PREPARED JAN. 21, 2003 F SCALE 1" = 100' q JOB NO. 2002-0506 1 OF 1 Q MONUMEM SET 0 MONUMENT FOUND A STAKE SET 510KE FIND DWG. LE97_0337_2002_0506_foundotlonJoc Young & Young 400 Ostrander Avenue, Riverhead, New York 1f90f 631-727-2303 Howard N. Young, Land SuErueyor Thomas C. lrolpert, Professional Engineer Robert C. Tact, Architect Ronald E. Pfuhl, Landscape Architect �p Douglus E. Adams, Professional Engineer b@, 811 j�4i IR IR oils A S32.55'51"E 13 .1 - 118.12' — 20.00' 0 h ~ Z ,n fp N ALDRICH LANE 20,00' � e �all. GO e4§ wGO w g n ^ s no Or former R � iF Louis Boschett; m R . N at 1 b now Or Lot = formerly Jose noW or fol i Subdivision -1 Richar ° I ST 8 P• Le e h o"DarL Woods merl I Suff. Co- 'File d J. Cron , er y SANITARY MEASUREMENTS ods No. 7975 I °r \Ori °y\_ee Re e now or formerly & Chef you Doi Lisa Peters Kot TAR .,po Woods A. � Lot 3 I Lot g 1 S 34'00'41' E ds 1 Lot 4 I Lot 6 now Or for 5.36 S 30.17 , formerly e\y G - 01'• zo.o4• David y 1 I R I � _ 782 15- 339.62I I lana & now � \a eo A B C 18 E D• Bennett I 1 R h°Cd 5 42'06'41" E N _ _ Z S.T. 38' 19' i ' EDGE OF WOODS 1 I L• Hubbard Wa or formerly , I 0A' E 16 C.P. 2 - 30' 32, D z93 I Wayne Dries & now 58104 u� now or formerly wnesroRMER S 33'03'21„ E I Cathy Dries ITimothy °f formerly 5 145• NO / €LEG PETER 7s.o3 Na thy Hough & SLOW Barbara A. Berdinka / 602.09' S 33'50'21" 2.7T nCy P Hough I 5 6094 a0' -5 42'44'31" E 295.00v -2i IE 2 I 7-. O �• -IIg1.,• 4.70' 32'38'31" E 204.92' I i 1 A� ET«KME FENDE UT i Lar o \ / S 33'36'41" E 11",E 'r�" D] OP.t 2 STORY 7 80'19 ROW OF ENUIDcOENS S ROAD N O FRAME HOUSE NAIL SET 92 3809g•I S 31.27' S 1• eiON �L 8 O \\ t Q s / h GARAGE IN TREE EDGE OF WOODS 53 0 2�II E POST 19256 so-A h 0 -1 �� i / SEE INSETMEQ' ` 51'39 21" ,� NOTE ° i fof mD<\�W c� W Niooh\�G O TOTAL AREA = 35.7860 ACRESb� o+i oT \b0 a r NOx 9l / 9O 7 v z � ,tocmo61 decs � �s Si, OW 0T Souk agvj R 2 iOSO.o. Joao J 1OOcOay✓ � N 35'37'52" W EDGE of w000s n (oTt^o6t b, - 617.21' N 37'26'29" W rn ooW d T 5 gG�O\N 99 Hca_�dWo1r\e D EARTH ROAD ,• SOP Z 0 I U1 1.B _ I o N 38'23'11" W SURVEYOR'S CERTIFICATION J 391.43' 398.6 N 45,27,53" W • WE HEREBY CERTIFY TO JOSEPHACCORDANCE LEEANCE NT THE THAT flow or formerly JOSe H P, nl THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE T P Lebkuecher, Jr. N DOE of w000s PRACTICE FOR LAND SURVEYS ADOPTED BY YO NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. _ � M m NE N now or formerly Joseph P. Lebkuecher, Jr. i �Q �pW. yOOgf ` N 41'49'53" W N 30'33'20" W M * �e� 53.58' 216.79' 3 P� N 32.17, HOWARD W. YOUNG, N.Y.S. L.S. NO. 45893 15� R 36" W IRRlcgnoN� 4 g3 WELL st \ // ` §6 oun.er 41 L 56' A N 33 25 29" W 1 4.2 W see 3397'20" N 36';21'11" W 242.58 �e N '� 197.34' \ \ \ , W �'. 32'17 now or formerly Joseph P. Lebkuecher, Jr. \m h SUBJECT TO COVENANTS&RESTRICTIONS LIBER ;? \ M \ 5,g 5110 1 V' by Nl•f fa�es AGE 31U 2 zz A WeI1S— I _ _ SURVEY FOR gsso 2Ns cUGyKc _ ap o r ., JOSEPH LEBKUECHER7. ° - At Laurel, Town of Southold �. JK 10 0300co� . 'g 5 EO / rt �E-R-2-�-�OB3 r� c ' �^ _. _ Suffolk County, New York m. m �° 90J drM t p 7 c:: . ' ttl marl fo © uP,I CO EDCcfDD:orp .kl .A'.:.IC,a,:I_.• .:� L_i„LvCw:G. County Tax Map District 1000 S"cn"N 125 snick 2 L0\ 2.2 2 Office of WasLefia'or Nlizaagament � I IV A L S lJ F? E --T- INSET INSET ppeb£ SCALE: 1"=40' - Ebb1 333bl� REVISED EASEMENT OCT. 6, 2004 FINAL SURVEY JUNE 8, 2004 FOUNDATION LOCATION SEPT. 18, 2003 MAP PREPARED JAN. 21, 2003 SCALE 1" as 100' FS JOB NO. 2002-0506 DWG. LE97_0337_2004_0231_Flncl survey Q MONUMENT SET MONUMENT FOUND ® - STAKE 4T A- STAKE FOUND NO ROOF OVSR 9 SES M !y0 FO r�aP2p s a,9 �A f i' JJyy�' N Vl� 3'T No. 024969 An SET CHIMNEY TO 2'-0" ABOVE A Co) N qTF ES 10'-0" HORIZONTAL PROJECTION STONE CHIMNEY RIDGE VENT HEBB CEDAR VENT - _ASPHALT_ 5HINOLE ROOFING-_- � Z 57EP FLA5HIN6 - -- — -- - - H I"x2" TRIM ON "X8" RAKE "X8" RAKE FRIEZE 12 RIDGE VENT - - - ---- — --_ - --- = _ ASPHALT 5HIN6_ LE RO0F_IN_6_ 031 � RIDGE VENT _ ___— _.____ __.._ _ _ .—_ T.O. H'-O" PLT. ___ - __ __ ___ — __ --ASPHALT SHIN6LE ROOFING _- \ STONE VENEERi,`_ -., IS-4• PLT. - - - - - O Q 12'-7" PLT� _ _ - \ _.- - 2042 Em TO GOND FLR. NE VENEER k ___ - - 9'-O" PLT. "X2" ON "XIO° TRIM BOARD - 9-0" 10TM210 O _ -- _ .- - - - BOX OUT W1734 0. P F I 2052Lu O N 1-F- _ _ '- 2452 2452 2452 O 245 - - - 5/4" 4" 419 - - - __ � _. _ _ '}JI�IIT . FIRST PLR. LS STONE VENEER ® ® ® STONE VENEER CEDAR PERFECTION SINGLES— - -- -_ - s/4"X4" SURROUNDS I ===- -_ ._ _- --- IV GRADE ___ - ._ _—_ - __ - ._---_ - .__- --- HOOD STEPS TO 6RADE TYP. HOOD STEPS TO GRAPE ITMORATIVE COLUMNS DROP HALL AT OH DOOR DROP HALL AT OH DOOR ALL DOORS PER NYS ALL DOORS PER NYS GONTINUOS FOOTING CONTINUOS FOOTING 1 FRONT ELEVATIONV � � SCALE: 1/4" = I '-o" ' I I CL Lu Z Q O ASPHALT 5HN6LE ROOFING O ASPHALT ROOFING I.L. i 120310 (11 O TO. V-O" PLT. J CL F N CERTIFICATION OF o NAILING &CONNECTION Q W X REQUIRED. _� to ° 052 � ALL CONSTRUCTION SHALL ° u- 2&52 O MEET THE REQUIREMENTS OF THE IMVDERWRITERSCERTIFICATE CODES OF NEW YORK STATE, r.0. coNO FLR. REWIRED 9'-0• PLT. PLUMBINGI UN IL S U7 WASTE DO NOT PROCEED WITH a WATER LINES NEED . 4__� OFFCUNDAT ON OCAVEYT ON TEBTING BEFORE COVERING" HAS BEEN APPROVED. PLUMBER CERTIFICATION FL DZONE / ON LEAD CONTENT BEFORE --- --- L CERTIFICATE OF OCCUPANCY COMPLY WITH CHAPTER "46" I- a52 452 2, 52 4 FL D DAMAGE PREVENTION SOLDER USED IN WATER -I-� SOU HOLD TOWN CODE. SUPPLY SYSTEM CANNOT I/2' YHOOD 5/4"<4 RouNOs EXCEED 2110 OF 1%LEAD. 5/4'X4' suRRauNos Pa s NTE D i OMP ITH ALL CODES OF APPROVED AS NOTED CEDAR PERFECTION SINGLES M IMMED ATE & TOWN CODES ATE: 7/Il-S BP 3O� S REQUIRED AND CONDITIONS O?M HBY: N GRADE 7, D 6 HOOD 5TEP5 TO GRADE TYP NOTIFY BULDPIG DEPARTMENT A ALL DOORS PER NY5 ------�.1iSOHTHOLDTOWNPLANNINGEND 7W'= IAM TO 4PM FOR THE � • rh SSSONOTOWNTRUUEEpARE/ R ELEVATION dr ; 3)( r, - -4L NYS.DEC FOR PlIX= OONOIETE Z ROM - FIBWNG a PIAIIIBINR a 1 s a. 14SULAMM SHT. No. SCALE. I/4" = r-o" A/' OCCUPANCY OR 4. FINX - CMSTnUMM MR 1 ; d8a1. USE IS UNLAWFUL ALLECONSTRU�IONRBW�ALL MEET WITHOUT CERTIFICATEYORRKK STATE i+OT ESPON BLEF OF OCCUPANCY DESIGN OR CONSTRUCTK)N ERR �EpED ARCy�T ��5 ypg M. ryo FO T sIMN"RID! RLMl vT?1T I�f3r JI S'T y-001.0 Illf, o. U2A06'1 OP re_T PAPMt �' RODF nlw(TTJ 9TE OF Z 0 PA.= - (l1UL� RIDI!t641 f J RIDGE /ENT DETAIL _ 2 SCALE: N.T.5 7 1203 2 A-�4.-1 ROOF RArTSt Lu NIRRICANE CLIP NAIL® TO RATTER t PLATE ° 1-t-� ° (]Yl'x4' TOP PLATEq �^` a • C) 0 Ll li ° 2452 2452 2042 2452 _9080 O.H DOOR -46-a-001-1 DOOR Lu DROP WALL AT OH DOOR DROP WALL AT OH DOOR 4 H U R R I G A N E G L I DETAIL m GONTINUO5 FOOTIN6 CONTINUOS FOOTING 2 SCALE: N.T.S. Q W U--) SIDE ELEVATION 2 SCALE: I/4" = I'-O" ROOF RAFTER O Vm I10 HURRICANE CLIP NAILED �I TO 61RDER —1 GIRDER • o N ° o Z Q Q. LL J 12 12� Q N HURRI GANE GL I P DETAIL 2 SGALE: N.T.5. q p tL O OPENING PROTEGTION BY HOOD STRUGTURAL PANELS PURSUANT TO IbOG.l.4, SEE FASTENING SGHEDULE ON 64-1 DETAIL SHEET IN THIS SET V � N � SEE DETAIL SHEET FOR A HIGH HIND GONNEGTION 245 245 REQUIREMENTS CEDAR PERFECTION SIN6LE5 6 L v � g 2 SIDE ELEVATION 5FT. NO. 2 SGALE: I/4" = 1'-0" OF 6 w 5�F5 GENERA L NOTES- -- -- - - - - - - - - - - - - - - - - - - - - 4 _ H. ?N - - - \ \ THE INTENT OF THESE PLANS AND MAKE IWORK AGREE WITH SAME,PT ALL CONDITIONS TO THE SIZE ISME}B RS AND JOISTS CE OR CBE LATERALLY MASONRY SUPPORTED BY BRIDSINS OR SOLID BLOCKEDPE OR PLY CHIPS. RtIOR TO STARTING OF WORK AND EE SHALL FAMLIARIZE HIMSELF WITH 2T. PLYWOOD DECKING SHALL EE EXTERIOR � ALL FLOOR LL 5'-b" l'-b" 7 / 5' / Ib'-p" \5 "\\ T,_g„ 5'-b„ 2. CONTRACTOR OR OWNER SHALL OBTAIN A BUILDING PERMIT FROM THE SBLOOKING• INTERVALS NOT EXCEEDING EIGHT FEET 2D. ALL STRUCTURAL STEEL SHALL BE A-36 5TEEL lE OF fµ TOM OR VILLAGE PRIOR TO STARTING WORK INSTALLED AS PER AISL. / / \ \ 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS, PERMIIS, 11 ALL FLASHINS SHALL BE ALUMINUM AL24. ALL DRYWALL SHALL BE U-56, NATIONA6 L 0. / \ CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, ETC,FOR WORK 18. L RAFTERS SHALL BE ANCHORED TO FRAMED WALL5 WITH H.RRICANE TAPED AND SPALKLED THREE GOATS. 0 1 PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF. 1 CLIPS'• Ib=ON CENTER z = • T 1 4'-10° Iq'-b" 4'-I O" 1 4 ALL WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE 30. AL DRYWALL SFV'LL BE PRIMED AND PAINTED(2 FIN5H GOATS). PREVENTION AND BUILDING CGDE AND ALL RULES AND REBIAATION5 OF THE 19.ALL INTERIORH DOORS SHALL L STAIN GRADE b'-B'HIGH X I-3/D' Q THICK% WIDTH AS NOTED ON PLAN WITH APPROPRIATE HARDWARE. ALL 31 ALL MOLDINfA AND TRIM SHALL EE STAIN GRADE,A5 SELECTED BY TOWN, DOORS SHAD.BE FINISHED AS PER OWNER. OWER. 4 5. IF IN THE COARSE OF CONSTRUCTION A CONDITION E1QST5 WMICH DISAGREES NTH THAT AS INDICATED ON THESE PLANS,TIE CONTRACTOR DIMEN510N5 ARCHITFLT HAS NOT BEEN RETAINED FOR ON 517E BCL05E AS POSSIBLE � AND EX ER PW 5NN1 ATC EXIS NG AS (� 20 DO NOT SCALE DRAWNY55. WRITTEN DIMENSIONS 54PEPLEDE SCALED NU b" POURED GONGRt< SHALL STOP WORK AND NOTIFY THE ARCHITECT, SHOULD SEE FAIL TO INSPECTIONS AND/OR OBSERVATIONS OF THE GONSTRLOTION. FOUNDATION WALL 011 b' I b' FOLLOW THIS PROCEDURE, AND CONTINUE!NTH THE NOW,IE SHALL 33 GARPETING SHALL BE SUPPLIED AND INSTALLED BY THE OVER POURED CONCRETE STAMPED A5GJPE ALL RESPO SIBILITY AID LIABLITY ARI5INS THEREFROM. 21. DRANNSS AND SPCLIFICATON5 AS 1NSTRUI IF OF SERVICE ARE ANDSHALL REMAIN THE PROPERTY Q THE ARCHITECT b. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLED INTO MCA THEY ARE MADE S� NO EAEGITED OR T, THEY ARE N I�BET 34. OWNER SHA PATIO SE ELT ALL COLORS. ATI T LL - - - -- - - - - EXISTING, USED ON ANY OBER PROJECTS OR EXTENSIONS TO NIS PROJECT EXCEPT 35. ALL PJUMHING SHALL BE IN STRICT CONFORMANCE WITH NEW YORK / P \ BY AeN�ENT IN WITIN15 AND WITH ADEQUATE COMPENSATION TO THE STATE BUILDING CODE. THE NEW FIXTURES INTO EXISTING SANITARY / -- _ - - _ _- \ / _ _ __ _ - _ - \ T. ALL FOOTING5 SHAUNDISTURBED UN.BEAR ON 501L WITH A MINIMUM SOIL ARCHITECT. SYSTEM. / \ 4" POURED GONG. SLAB / �' '1 PRESSIRE OF 2 TONS PER SQ-FT.AND SHALL HAVE A MINIMUM OF 3b' W/ bXb #10 H.W.M / / \ \\ O LOVER 22. PATCH 06 REWIRED ALL AREAS HERE EXI5TIN5 HAS BEEN RL-MOVED 36. CONTRACTOR SHALL DETERMINE WETHER THE EXI IMG BLEGTROAL AND/OR HEH NOW ABUTS EXISRNS. WERE EXISTING AAL-5 ARE REMOVED SERVICE 15 SUFFICIENT TO SERVICE THE NEW ADDITION AND SHALL B. ALL CONCRETE SHALL BE 2500 PSI CONCRETE2D DAYS. OR NEW OPENPlx ARE GALLED FOR IN EMSTIHS WALLS,PRIOR TO NOTIFY THE OWER ACLORDINSLY. ALL ELECTRICAL AWX SHALL BE BOARD REMOVAL OF EXI5TIN6 WADS, GBLINS BEAMS, ROOF RAFTERS, ETC., OF FIRE LW941WTER APPROVED, INSTALL AS PER OWIHRS DIRECTION 9. DESIGN LOADS, FIRST FLOOR- LLIVE LOAD CONTRACTOR SHALL BRACE EXISTING AS REQUIRED UNTIL NEW HEADER AS ANY AND ALL INTERCOM, TELEPHONE, AND/OR TV ANTENNA WIWNB IN SECOND FLOOR -LIVE LOOAA R-50P/$F LIVE LOAD O' ROOF-S SPECIFIED 15 INSTALLED. WALLS PRIOR TO INSTALLATION WALLBOARD, ALL TEMPERATURE ONj \ \ D CONTROL WIRINS SHALL WA l CONCEALED IN LLS, FLOORS,AND/OR - - - _ - - - - - - - - - - - - - / \ CEILING-"/SF-LIVE LOAD 23. CONTRACTOR SHALL REROUTE AS REQUIRED ALL EXISTIN S PLU SING, GEILINS5. VERIFY OUTLET,SWITCH AND LISWINr LOCATIONS WITH \ / 1 /10. DE545N TIMEH2 5TPZ55 - DOUGLAS FIR SOUTH,NO.2 GRADE FB ELECTRICAL,0ONSTR�TION. MING, AND IEATIN6 LIMES WHICH INTERFERE OWE PRIOR TO INST/JIATION. - - - - - - _ - _ - - _ - _ - - J 625 PSI,E = 1200400 P51. 3T. DOUBLE,01515 UNDER ALL PARTITI0N5 PARALLEL TO FRAMING AND PROVIDE DOUBLE HEADER JOISTS AT ALL OPENNSS hT Ib'-O" 24. ALL 'MILRO=LAM'LAWNATED VENEER LUMBER TO EE DWBLAS FIR A5 7 tt1 II. ALL HEADERS SHALL BE(2)2'XD" IN 2`X4'WALLS 1 (3)2'XD' IN MANUFACTURED BY TRUE JOIST CORP.OR EQUAL. SIZES AS INDICATED ON I V 2'%6' WALLS LNF.55 NOTED OTHERWISE PLANS. MICRO-LAM INSTALLATIONS SHALL BE IN STRICT CONFORMANCE 5b.THE CONTRACT DOCUMENTS SB43ZALLY INDICATE THE SCOPE AND QUALITY O I I 14" TJI JOISTS ® Ib" OG, WITH MANUFACTURERS• IFICATIONS AND RECOMMENDATIONS. O=THE WORK,BUT ARE NOT PRESENTED AS REINS FREE FROM ERRORS OR T 14" TJI JOISTS 1 Ib" or. 12 ALL HEADERS 54ALL BEAR ON 4'X4' P05T • 2'X4"WALLS OR 4'Xb" \\, SHOW N AND ANY NORK GALLED FOR IN THE SPECIFICATIONS SATIOS AND NOT POST 6 2'X6'NALIS UNLESS NOTED OTHERWISE R-19 INSULATION 25. ALL METAL JOIST NN168R5 AND OTHER METAL ALLCONNECTORS BLE OF BE PE ON THE DAS IF AND NOT GALLED FOR IN THE BOTH. ANY A IL TO Lu` R-191NSULATION I Q U I S. FURNISH AND INSTALL SIN61-E STATION 94OKE DETECTING ALARM `�I` iS "TECO CONFLTORS'OR EQUAL AD SHALL BE CAPABLE O BE K AND M®AN IF THE WORK WAS GALLED FOR IN BOM.ANY AND ALL _ I m HAHIV-HHG LOADS GON[GTION POINTS. INSTALLATIONS 51iALL BE IN NJRK AND ANY AND ALL MATERIALS NOT LI51ED IN THE BID DOGMENIS THAT DEVICE IN COMPLIANCE WITH IED YORK STATE BUILDING CODE, 5RB 0OM6ENDAC TON TIONS E WITH MANIFALTI,RERS SPECIFICATIONS AND ARE�1RED OR CAN BE THEREFORE,SHALL�W W SHED AY OR ND INS ALLED BY D� DOUBLE UP JOIST J 14. ALL WNJCWS SHALL BE WHITE PERMA-SHIELD WITH HIGH PERFORMANCE CONTRACTOR z iff T 6LAZ NS AS MANUFACTURED BY ANDERSEN NNDOWA LS OR EQUAL. INCLUDE 26 DOUBLE JOISTS ANDER ALL PARTTTON5 PARALLEL TO SAME AND AROUND ;p --_ PROVIDE 5/b'"TYPE "X"GYP. BD. r---1 1 INSECT SCREENS AND JAMS EXTENDERS AS REQUIRED. ALL OPE IK455i ON CEILING ABOVE FURNACE I o Lu I HI FOR AT LEAST 3'-0" ON ALL I Yj O F SIDES A5 PER NY.S. CODE SMOKE L---1 '-n v (BOILER -DETECTOR I V / 5 I f - DOUBLE UP JOIST ----- n 6EAM POCKETGELLAR J 12'-0" 4• FOURED r/ CZND. SLAB I 14' TJI JOI 5 ® Ib" 06. 1 3 1/2" STANDARD STEEL PIPE7-f- p COLUMN ON A I I < O I R-Iq INSULATION 30"X30'45"DEEP POURED I - 1Lu CONCRETE POORTIN6. (TYP) L-�-1_J \ DOUBLE UP J015T UNDER KITCHEN �, V DAND ALL AREAS TILE FIN. WITH I�Inn r \ B 1 \ V / 1BEAM POCKET V \ \ Lu CLm L I CD r--, 1Tr I I I L IF J� -J - h� o \ \ y s, LTJ INSULA HALL5 AN -ANDER- Vy - \ \ Rj 3. IL I 5TAII PER CODE DOUBLE UP J015T UNDER 5T Q 1 AND FOYER I 14,_2„ 'rq�j" g,_ N 7 p DOUBLE UP J015T r I (- - - -- - � / \\ \\ \\ Q I lTA \ \ BEAMPOGK� - -- - - -- - - - - - - - ,m �I J ON \\ OOKT \\ \\ F.P.S.G. METAL (- - - - - - - - Q � L _ - - - - J \ PATIO \ \\ DOOR AND STAMPED n \ POURED CONE. 52 \ FRAME / / \ \ J ib GONG. - - - - - - - \ #10 H.H.M. \ \ / / \\ \ ?s, LL Iu PATIO r - - \\ \\ \ \\ 3066 L J g" POURED CONCRETE - - - - FOUNDATION HALL N 5"X1b.. \ p \ \ / / UP 4' POURED GO N . 5LAI3 POURED' CONCRETE FOOTING H/ bXb 010wW a - - - - - - - - - - - Lj 11,_4„ LL \ \ UNEXCAVATED \\> \\ FOUNDATION PLAN � /� 6 +, r 3 SCALE: 1/4" = I'-O° / / -H•A rz ,J T r- 6 X \ v / 5HT. No. OF b c /r W-10" 4'_0" 10'_b° 4'_0" / \ r-- JN, ,E No. 02ao6 0P 6" Z • \ I I / O 3'-10" 3'-10" 5'-6" q._2.. LU - - -- -4— Irv \\ — Z / — - - - -Z— / 2-245 O �, \ ( / �(y2-2442 p \ \ \ \ /' +\ 2 HR 2.y ,l HD D / \\ ' /ti 5\ / bIIS / � 4!1' 0 / •fib �\ PO"P- — � - - -- - - - - - - - r - - - - - - - - - - - �/y 6„ ,o �• \ 2452 2x52 `K'9r� \\// . 2-2"x12" HDR. 2- 0 2-7 1 " HDR. 0 DINING ROO M1 iV I 7Ib'-4" N 18'-4" TRAY GL6. '`' BE M 65 21TAL FLUE FROM BELOW 36 8" p V Iv • 6 DOOR PER NYS, ENERGY ' a W-O" GL6. WDE W/ FRESH AIR INLET. — 11 l/6 TJI J015TS 0 145' 06. z 2I I2.•16ROO :p 91-0" _ = 18 01, SMOKE a i1 •ttQ44nel tu . rIj�tDETECTOR I cv II 4 1•L] j ®_pLL VI NT RANGE E*tAUST TO lo' 1G6. I IDE 5_6" - T5 11 1/8 TJI OISTS • 16" OC. 21 p JLU q,-O* cLs. O 2610 i 2'-o KITC a-o Ll0 aO LU 2610 ° Q 9 L WOOD 5TEP5 RADE WITH �` lY KI mi ' \ HANDRAIL PER DE > CL l0 DN 4'-0.. \ I I I 4- II 7/6' = R HD1��1 Q L — — m{�. 14'-0" _ - 4' O' ARCH OPENING \ ih RANTRYrah H K 10 Wi' 4 3"OFF1 n • 7 \ \? 3070 \\ Z 9'-0" GL6 FOl'� Y -2'x12' HDR. �' HU�OM \ Q GhTH. 01-6. n 0 2 �� � � 9'-O" GL6. 3010 3, ♦ i( � \\\ `�. I 2" 10'R.R•Ib"OG. 10 Q 2'XID'R,R.•I6"OG. I 2 2052 3010 '9� >v \\ ttf s R-30 INSULATIO \ "(j Sr 'S 1/2" 5TRVGTRUAL STE R INSULATION N ' r SEE LEV. FOR Q I WI OW HT p.--=-- 9l S GbLUMN TO FOUNDATION Q N 2-2'X12" HDR. � X 'O o 2 / DOOR A — — - - - - - - - - - - Q 2"XIO'R.R. 2"XII "R.R. y / FRAME / i� \\ Z O LU z Q J W " PERMA CAST COLUMNS WOOD STEPS T GRADE WITH i2m ��® — — —4J09D-5T�+Ei bR.4,Dfc iJIiM— — J HANDRAIL PER DE / b"• HANDRAIL PER CODE • 2'-0' 4'-0' 5/8" TYY'E " 6YBOARD\ R d \ \ l ON INTERIOR �' 14'-8• \ --_-WALLS AND G IN6.,�% ' \ 4" PO ED GONG ri� 3• \ v I r I \ v 5L OVER 6" MIL. FIRST FLOOR LIVING' AREA = 2154 19 50. FT. \\ t� ,9�p p 1PgCYETHLENE VAPOR c� v �1 HELL GARAGE AREA = 912 50. FT. �_' l�N \\ row �� ySGOARMPRAA-TIER ED POROUS FILL )3- 7 �. \ / W 31 " 5 AL ST14" ` COLU HALL F ATIOOFl�\ 50 F I RST FLOOR PL,, N\N 4 5GALE: 1/4" = I'-O" \ 5HT. No. b, OF � P T'S" b'-5" IB'_b° ?�r90 � _—_ - - - _--_ T -- - - -- T\ y 5 / \ w . \INE OF WALL BELOW / \\\ \\ i4'T4TEo. 02406 4VW / // ` - - - _ — \ — /- - - - - - - - - - - - - - - - - - - - - - - - - - - 1/- - - - - - - - \ — / \ ROOF •, 2 \\ 2052-152-205;2 2 2 2'-7" WALL\ / - - - - - - - - - � �2' —� z - I Q r — 2-2"xl2" ry 4 HDR. 2-2" 2" HDR. 2-2 12" HDR. / vra I �2v 174' uvW ii 1 // // FJ(IsnN6 I l+h-1 f IIVL I I ,. . IIa �ousE II " mak/ - - - A-1 - - - - - - - - - N ry 1 // LINE OF 8' " GL6. J /r I I 915CM BEDROOM I LOFT / / Y 4' I I Bb" GL6. H7. I ❑ 1 B'-O" GL6. HT. � I / g R / _ I _l r — 1 'f'_b" 6' " ❑ I / / ry pP�' �'' , f-N �la/1v q-I-M J>-H'7'V �3V �� was / spa N b my I I II I I I\ 9 D6 e ry i 4 y / 3� FWM AN eE j I we LAVIW i �uv Inc. — I J ry A I // Yly 2"xIa\\ �— I I FIRSr II I r/ \\ 2668 I _ RI xD126E _ ___ _; R-30 IN51)LATIgN Y Y 4 -'0' P Y Co. 1J-_I III \ ° UNFINISHED R.vL.PIPE PTCIEo ATTIC I c4NPDr ro APPPff I A6 Pot KYs.coos I I I \ \ FAI.15h WSMEH rz a. I \\ m B'-0';ar- HT o ,\ ;� \\�\\\ 3 PLUMBI �I� RISER DIAGRAM 2 SCALE: N.T.S II 11 I - - - - - ]66B OPEN RAIL LINE OF b_-0_GL6. _ \ \ p�\ •4' \ \ \ 4 N A/ \ \\ \ \Y\\\ \ \ \ 1LI i7- " WALL ' / \\ 6 Q 2'xl0'R.R116'0G. /'I�A �C _n ry }' R-30 INSULATION 1 2- I"xl2" HDR Q I ��6� / O U.- r 4'0 -20510TIOWFO NDOW FEI6HT rill - WI -1 — �- --- 4 -�L LF ROOF F-APTAS + 1j ,Wti LLI—— — n I \ \ \ \\ \ L 2 042 \ . ap IROOF ROOF Below - - - - - - - - - - - - - - P \ Q LIVIN& AREA = 1028 SQ. FT. y. LL IL 13 S� �c n o .,vv vv �� vvv vvvv I SEGOND FLOOR PL/4N 550ALE: 1/4" d UJl \\ z z Q _1. CD E W 6 � � DE516N CRITERIA 6 6R0W WIMYJ SEISMIC 5U JErT TO DAMA6E FROM I WINTER ICE 5HIELD FLOOD r VE DEAD WALL SHEATHING U5E/ HE16HT FIRE TYPE OF SNOW SPEED DE516N UNDERLAYKNT HAZARDSOAD LOAD ROOF UPLIFT LOAD arTION LOAD OGGUPANGYAREA G0N5TRUGTI0N LOAD (MPHJ CATEGORY LINE TERMIN At`E PBGAY TEMP REGURED GLA%IFIGATI0N 45 PS /,ZO B SeVIM D6' NOOQIATE %X*K TO 11 YM FROM"4E 40 P-IF 20 P5F FHdIMM WN role .6.T2 MF MM ZM-ibb FSP Rd ZI-01 FIRST FLOOR.2rR TYPE V TO WAW H(DH+AT! FR4 HAPS SRERIOR 741E.$1.4 PSF WtBRIOR T41E.2,4 PSF SELOIO FLOOR• A02D OF 2" X 12" RIDGE BEAM ON9 TYPICAL ROOF GONSTRUCTION � b" ASPHALT 5HIN&LE ROOFING U OVER 1511 ROOF FELT ON 2" x RAFTER TIES P,'i' 1/2" GDX PLYWOOD 5HEATHIN5 12 O 32" OG, � �. 2" X 10" ROOF RAFTERS i I6" 12 O.G. �6= F S o"�0 02A ROOF RAFTER rqr Nay TYPICAL GEILIN6 GONSTRUGTION F 2" X 8" GEILIN6 J015T5 & I6" OC. OF W/ R-30 BATT INSULATION O TTI 20 CA. STRAP TYPICAL MALL GONSTRUGTION W/(8) 8d NAILS CEDAR PERFECTION SHINGLES T VEK HOUSE L� All 12" GG x PLYWOOD SHEA-NINS ON EAG�I SIDE 2"%4" ND STUDS ® I6" OG R-IS �NSJLATION / ILLI 1/2" GYP BD, FINISH F7 7.1 GLOOR �O TS ® '6 O G T a 5 3 GOA- JOB - � N \ ALUM GUTTER ON I" X 6" FASCIA BD, VH S " , y� � 0 p "XBFASCIA KITH IK2TRIM�� ' ': " 3.4 �..-w000 SuBF_ODR OFCONTINUOUS 5CREEN VENT T � � x KNEE r 2" X 4" KNEE .2 WA L BEYOND — 5EGOND FLR f n, NALL BEYOND W <-2"* 2 HEADER BJX iJ'T ,H/ PINELu O ' Simpson Strong-Tie TY 1 AL Floor (I or UGTo A35Ghimney Framing 14" LOOR uO15T5 OR: O G p Z 3/4" N WOODS IN50LA GREAT P hU IN R-19 BATT INSULATION ROOM 7- T� -TLu - OOF R F - +� Q 2 0 COLUMN PORCH II FIRST FLR � � 6 SCALE: N.T.S. - C-RADEeFAD L-1 Lu FIRE STOP PER CENTER ORDER 1 V NY5 CODE (TYP) (3) 13/4" X II 7/8" MICRO AM 3" DIA. STANDARD AEISH OEI I AR I v STEEL PIPE COLUMN 6' POURED CONCRETE FOLMA71ON ON A 30" X 30" X 15' I I WALL ON A 8' X Ib' POURED POURED CONCRETE 1^TI CONCRETE FOOTING FOOTING (!YP) 4" POURED GONG SLAB CELLAR 4 MILL VAPOR 8 IER Q ` LIawD MEMBRAl� V WATERPROOFING COVE OVER - Fuj Lu OOTING O 2" X 12" RIDGE BEAM G OSS SEGTION o ED RIDGE VENT 6 SCALE: I/4" = I'-D" TYPIGAL ROOF 6ON5TRUGTION ASPHALT SHINGLEn ROOFING LL LU ASPHALT SHINGLE ROOFING OVER 1511 ROOF FELT ON -�� 12 2' x 6" RAFTER TIES 1/2" COX PLYWOOD 51 EATHIN6 == 12 • 32" O.G. 2" X 10" ROOF RAFTERS • 16" O.C. 12 TYPIGAL GEILIN6 GONSTRUGTION 2" X 8" CEILING JOISTS • 16" O.G. 12 D - ----_ - Z W/ R-30 BATT, INSULATION L —+-�111 11 TYPICAL WALL GONSTRUGTION CEDAR PERFECTION SHINSLE5 TYVEK HOUSE 12"RAP I/2' GD X PLYWOOD 51-EATHIN6 ON42"X4' WD. STUDS O 16' O.G R-15 INSULATION / _I LL GYP. W. FI OF Of / . a s. 3 COAT T i l J CL II N II T/8' TLYWOOD JI FLOOR J015T5 • 16" OX,, Q / IIS 3/4' PEV15FLOOR / / I _ / _ 4 po fYL 00 00 LLI 55 / ND FLR. 2" X 4" KNEE ATTIC ALUM SUTTER ON I" X W FASCIABD. L1 O INWALL BEYOND "X8" FASCIA WITH I"X2" TRIM CONTINUOUS 51-REEN VENT ' _7 TYPICAL FLOOR GON5TRUGTI 4 14' TJI FLOOR JOISTS 0 16" 01C. "-.. Ylll �pA1 V I� V 3/4 PLYWOOD 5UBFLOORI rlsL O W/ MIN. R-19 BATT. INSULATION -__ I I �' I III ' = FIRST FLR. I'II I JI; II� J,111 FIR STOP PER CENTER GIRDER 11 ` • NY CODE (TYR) (3) 1 3/4" X 11 l/8" MICRO-LAM V 3" DIA. STANDARD WEIGHT CELL STEEL PIPE COLUMN ?yC 8" POURED CONCRETE FOUNDATION ON 30" X 30" X IS" 8 . ' WALL ON ETA 8' X 16' POURED POURED CONCRETE ice' " CONCRETE FOOTING FOOTING. (TYPJ 4" POURED CONCRETE CELLAR 4 MILL VAPOR BARRIER LIOUID MEMBRANE SFfT. NO. WATERPROOFIN6 COVE OVER FOOTING L= GROSS SEGTION 6 SCALE: 1/4" OF 6 M. HST GORNER AND PARTITION POSTS 7F. F� RAFTERS AND GEIL � N JOISTS OR APPROVE fi��_1`""I� � 1 ROOF RU55 TOP PLA °' � NOTE: TOP PLAT s� No, 024oe� P TOP PLATE A THIRD STUD AND/OR PARTITION INTERSECTING 9pFO TOP PLA SECOND STORY SEE DRILLING AND BACKING STUDS SHALL BE PERMITTED TO BE OMITTED THROUGH THE USE OF WOOD BACKUP NOTGHIN6 PROVISIONS CLEATS OR METAL DRYWALL CLIPS THAT WILL J015T 15 PERMITTED T SERVE AS ADEQUATE BACKING FOR THE FACING STUD STUD FLOOR J0I5T- BE GUT OR NOTCHED WALL STUD- MATERIAL. SEE DRILLING AND BET ESE BORED HOLE MAX LIMITS SEE DRILLING AND Z NOTCHING PROVISIONS NOTCHING PROVISIONS BORED HOLE MAX F BOTTOM PLA WFGM SECTION 3.3.1.1.1 /� n DIAMETER 40% WFGM SECTION 3,41.1 FRAMING DETAILS OF 5T ER 60% OF SND DEPTH OF SND DEPTH � o T 5/6' MIN. TO EDGE 5/b" MIN. TO'ED6E OR BLOCKING 111-�015T ENDS TO BE 5/b" MIN. TO EDGE Lu 5/10" MIN. TO EDGE BAND JOIST AND BRIDGING BLOGKED AGAINST TOP PLA ROTATION IN AGGORDANGE NOTCH MUST NOT EXCEED OR BLOCKING SEE WFGM SECTION 3.3 WITH WFGM 3.3.1.3-END RESTRAINT NOTCH MUST NOT EXCEED 25% OF STUD DEPTH BEARING AGGORING AND 3.3.1.4 BRIDGING bd NAIL AT 24" O.G. BOARD INSTALLED IN 40% OF STUD DEPTH ACCORDANCE WITH WFGM TABLE 3.1 I IN.x4 IN. RIBBON L JIF HOLE 15 BETWEEN 40% AND b0% LAP J015T 3 IN. MIN. GUT INTO STUD OF STUD DEPTH THEN STUD MUST BE BOTTOM PLATE FOR FIRE BLOCKING BORED HOLES SHALL NOT BOREp HOLES SHALL NOT DOUBLE AND Nb MORE THAN TWO R BLOGIKIT GROSS SECTION SECTIIN ON OF GUT OR BE LOCATED IN THE SAME w WOOD STRUCTURAL PANEL GROSS SECTION OF GUT ORANDGSO BORED D5 ARE DOUBLED CL J015T . d NAIL AT 6" O.G. INSTALLED DM TABLEORDANGE NOTCH IN STUD NOTCH IN STUD Ll SILL PLA N-- �., PALL PANEL EDGES) ° CRAWL SPACE ' bd NAIL AT 12" O.G. ON ALL OFRO BNADSAETMIOENNT SUBFLOOR FRAMINGMEMBERS NOT AT MONOLITHIC PANEL EDGES WFGM 1gg5 SC HIGH HIND EDITION WFGM Igg5 SBC HIGHHIND EDITION FOUNDAAT�ONP'°'°E (Q) OUT5IDE CORNER DETAIL SECTION 3 .4.3. 1 . 1 SECTION 3 .4. 1 . 1 . 1 FIGURE 3 .2B EXTERIOR CORNER FRAMING NOTCHING AND BORED HOLE LIMITATIONS NOTCHING AND BORED HOLE LIMITATIONS PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING FOR INTERIOR NONBEARING WALLS FOR EXTERIOR WALLS AND BEARING WALLS BEARING WALL ROOF FRAMINDOUBLE TOP PLA 2x4 CONTINUOUS TYPI GAL WALL, FLOOR AND ROOF FRAMING LATERAL BRAGS AT b' O.G. f- 6YP5M BOARD INSTALLED IN 2-10d NAILS TRUSS OR CEILING JOIST Lu 8d NAIL AT b" O.G. ALCORDANGE WITH WFGM TABLE 3.1 L PANEL ED6E5) G L (ALA IPP CONfd4GT R5 GABLE END TRU55 z Lu WIND-BORNE DEBRIS PROTECTION FA5TENING SCHEDULE RE JAME0 FOR WOOD STRUCTURAL PANELS ���� (Y HOOP N ACGORDANGE HEADER 5 F L STUDS C) FASTENER 2 FEET 4 FEET b FEET bd NAIL AT 24" O.G. WITH WFGM TABLE 3.1 T PANEL SPAN t PANEL SPAN t PANEL SPAN { PANEL SPAN NOTE: oo-ggd t 2 FEET { 4 FEET t b FEET t 8 FEET bd NAIL AT b" O.G. ON ALL UPLIFT CONNECTION 15 REQ IRED (JAILS _+ FRAMING MEMBERS AT PANEL AT EACH END OF HEADER AND EDGES AND 12" O.G. ON ALL AT BOTTOM OF HEADER STUDS IN 2 %2" rb b" 6" 2" 9" FRAMING MEMBERS NOT AT WNUEP AD ) TSTUNDS CONNECTORS NON AT ECTOR AND .vOOD SCREWS PANEL EDGE5 BOTTOM OF AND Sd COOLER NAILS AT 10" O.G. � 2"x4" BLOCK NAILED TO EAG (� +2i 2'`VSGRErL5 �b 6 Ib 2 (�) INSIDE CORNER DETAIL BRACE WITH 4-Iod NAILS z �- 6YP5UM BOARD LJ I I I r4+5 -A5,� BASTED ON to MSI- a 'W 5PEED5 AND A 33 Foo- M1E AN q—(-Of- i-FlGHT `�R OR CORNER FRAMING L� J-I J c =� e R: SHALL BE IN5`A�ED A- OP"'OS'N6 EN05 .� THE vGYD 5TRUGTURAL PANE. Sd COOLER NAILS AT l" O.G. 20 GAUGE STRAP TYPICAL FRAMING AND UPLIFT 10-5d NAILS < Q NAIL5 eHk� BE l0c GONFMON OR 2d BQr ':AIL5. CONNEC TI ONS FOR OPENINGS d. WHERE 5GREh6 ARE ATTAG fE0 TO MASONRY OR MA50NRY/5TUCCC, -HEY' SHALL BE ATTACHED LMLIZIN6 ViBRAT!ON-RE515TANT ANCHORS HAVIN6 A MINnM ULTIMATE bo NAIL AT 4" O.r- WIT+fi,JR.AWAL GAPACITY OF 490 POUNDS EXTERIOR OR BEARING WALL ENDWALL STUD e. MOOD 57R)GTURAL PANELS SHALL HAVE A MINIAM TH16KNE55 OF 1/I6 MGH (11.1 m) WATER 2" MAX. CLOSET GABLE ENDWALL BRAG I NC WAL OR BID LL NAIL 5 BASED ON2 SHEAR WALL REQUIREMENTS NOTCH GREATER THAN (WFGM F 1 OURE 3 .6o) \� 50% OF THE PLATE WIDTH to /\ IUB ON SHEATHING JOINT METAL TI H I 21" CLEARANCE 21' CLEARANCE APH1 A5 16 AGEP.054") O0 Rp AND 1.5" WIDE RIDGE TEN51ON STRAP (PRANGE 55 AND ro EACH USE 8-8d COMMON NAILS z4 cLenRA REQUIRED NOTCH WITH b-Ibd IN FRotrr of 21" G EARANGE 15/32 WDOD STRUCTURAL PANEL E N EACH END OF - /4 Ne ON GABLE FAGS AND ON WALL LOW 20 GAUGE STRAP LAVATORIE5 SHOWER TUB BASED ON 5HEARNALL REQUIREMENTS BALLOON FRAM NC TOP PLA 5 c� 7 ABLE ENDWALL,RAFTER RE CLEAR.ANGS WATER GL05ET5 PREFERRED METHOD PIPE Z O w z p L O FACE OF FOOTING TOP PLATE FRAMING R106E BEAM TO AGGOMMODATE PIPING RIDGE TENSION STRAP DETAIL uj OENDWALL JOIST ~ }s 1L 1-1 O L A A n� Q BLOCKING W V i BLOGKING I- \/ EXCEED E D NOT X. H X �j \\�//`//\\��\l SECTION A A H/2 BUT NEED NOT EXCEED 15 FT. MAX SHT. No. /i/.�i,. FLOOR BRAGING AT END BAYS (WFGM FIGURE 3 .610) FOUNDATION GLEARANGE FROM SLOPES 0 2 �ash•i (TABLE 3.1 WFGM HIGH WIND EDITION) The design of this structure Is based upon prescriptive approach using the GENERAL NOTE5: {� Q~ c .;+ O�9 Wood Frame Gonstructlon Manual (WFGM) published by The American Forest and NAILING SCHEDULE Paper Association. 1. All works shall be performed In accordance with all state, « t(+G* *q9 Non-structural elements are based upon The New York State Residential municipal, local zoning and building codes and ordinances NUMBER OF NAILS Code-January 2003 having jurisdiction and best standards of construction kV JOINT DE5GRIPTION NAIL 5PAGIN6 For the Climatic and Bcogrophlcal Design Criteria, see Tale 8301.2(i) on cover practice. sheet The American Institute of Architects Conditions shall applyd'p No, 02Ap6 yOQ RAFTER TO TOP PLATE (TOE-NAILED) 4-8d PER RAFTER All non engineered lumber to be Douglas Fir*2 or better to all work performed on this project. ATF OF NES Wind Limitations-Section 8301.21 2. The Contractor shall verify all conditions at the site. Any GEILIN6 J015T TO TOP PLATE TOE NAILED 4-8d PER JOIST Design Griterlo-5ectlon 8301.2.1.1. (See Table 8301.2.1.2. for Wind-Born Debris discrepancies must be brought to the attention of the Architect GEILIN6 JOIST TOPARALLEL RAFTER FAGE-NAILED) q-16d EACH LAP Protection prior to commencement of construction. The Contractor shall be 9-16d EACH LAP Fastening Schedule For Wood Structural Panels) responsible for correctlons not reported once he has started work Z 1LI G 15T OVER PARTITIONS FAGE-NAILED Dead Load-Section 8301.3 except for hidden job conditions. GOLLAR TIE TO RA TER FAGE-NAILED b-8d PER TIE Live Load-Section 8301.4 3. Contractor shall guarantee to the Owner that all materials and F, 2-8d EACH END Light and Ventilation-Settlor R303 equipment Incorporated In the work will be new, and that all work B OGKI TO RAFTER TOE-NAILED Minimum Room Area-5ectlon R304 will be of good quality, free From faults and defects For a period TRIM BOARD TO RAFTER ND-NAILED 2-I6d EAGH END Gelling Height-5ectlon R305 of oneyoor form the date of the final Certificate of Occupancy. San totlon-5ectlon 8306 4. The Architect shall not be responsible for the construction means, WALL FRAMING Tollet Bath and Shower Space-Section R307 method, techniques, sequences or procedures, or for the safety W TOP PLATE TO TOP PLATE AGE-NAILED 2-Ibd (SEE NOTE I) PER FOOT 6lazlng-section 8308 precautions and programs In connection with the work, and he p Garages and Carports-section R30q shall not be responsible for the contractors failure to carry out TOP PLATE AT INTERSECTION PAGE-NAILED 4-I6d JOINT5-EAGH SIDE Emergency Escape and Rescue Opening-5ectlon R310 the work In accordance with the construction documents. The SN 5T05TAGE-NAILED 2-I6d 24' O.G. Exit-Section 8311 Architect shall not be responsible for the acts or omisslon by Landing-5ectlon R312 the contractor No changes shall be mode in the documents HEADER TO HEADER AGE-NAILED IbdO.G. ALON& ED61H5 Ramps-Section R313 and/or the building as designed without the expressed written TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-I6d PER 2X4 STUD 5tairwayy-5ectlon 8314 consent of the Architect. Handrali-5ectlon R315 5. The contractor and all subcontractors shall maintain continuous 3-I6d PER 2Xb STUD Guard5-5ectlon R316 Insurance coverage statutory policies (Harker Smoke Alorm5-5octlon F31­7n 7 Compensation, etc) and general liability In on mount not 4-I6d PER 2XB STUD Foam plastic-5ectlon R31B less Phan $ 5 million and utomobile !lability and damage BOTTOM PLATE TO FLOOR JOIST, 13ANDJO15T, ENDL06T OR 5LOKIN6 Flame Spread and 5moke-5ectlon R3111 coverage not less than s 2 million. The Architect shall be Insulatlon-5ectlon 8320 named insured on an and all policies. FLOOR TO FLOOR ( FAGE-NAILED) 2-Ibd (SEE NOTE 1,2) PER FOOT y _ Dwelling Unit Separation-Section 8321 b. Provide 0.025" aluminum termite shield over fibrous FLOOR FRAMING Moisture Vapor Retarders-5ectlon 8322 Insulation at all perimeter sills. 51M50N STRONG - TIE } 4-8d PER J015T Protection Against Decayy-Section R323 7. All wood In contact with concrete or masonry to be Wvlmonlzed M5TA3h OONI VI VFO IT ION J015T TO SILL TOP PLATE TO GIRDER TOE-NAILED Protection Against Termite5-5ectlon 8324 or pressure creosoted BRID61N6 TO J015T TOE-NAILED 2-8d EA H END Site Addres5-5ectlon 8325 e A single station smoke detector alarm device shall be Installed Accessibility-Sectlon R326 in each bedroom, on all floors and shall be all Interconnected per code. BLOGKIN6 TO SILL OR TOP PLATE TOE-NAILED 3-Ibd EACH 13LOGK Flood Resistant Construction-5ectlon 8327 q. All bathroom without operable windows to be mechanically ventilated LEDGER STRIP TO BEAM AGE-NAILED 3-I169d EACH J015T as per New York State Code. Foundation-Chapter 4 10. Heating to be designed to provide 70 de rens F. with outdoor J015T ON LEDGER TO BEAM OE-NAILED 3-8d PER J0157 Design based upon presumptive load bearing values of sandy gravel and or g � P g 10 BAND J015T TOJOI5T -NAILED 3-I6d PER J015T gravel at 3000 pounds designed air-temperature of O degrees F. and 15 MPH wind. per square foot. Contractor to consult Arcltect If different soil materials are 11. All electrical work to be In accordance to the rules and BAND J015T TO SILL ORT PLATE TOE-NAILED 3-Ibd PER J015T found upon excavation, regulation of N.Y B.F U. and a N.Y B.F.U. certificate Is ROOF 5HEATIN5 or test hole, for alternative footing and foundation wall design. to 12. PNpresentedmbing Installaa lthe Ownertion to comply the completion of the job. with State and Local codes STRUCTURAL PANELS 8d (SEE TABLE 3,5) Foundation Notes: and the sewage disposal system to meet Health Department standards _ I/2" Ancor Bolts (55TB-28) See chart on this sheet for spacing 13. Do not scale drawings. Usethe figure a dimensions only. � Irl^I DIAGONAL BOARD 5HEATIN6 B" poured concrete Foundotlon wall, 8'-0" hi 3000 * test En All work Conversation confo m n the rules and r 11 glazed of the New York P co glazed andallxteConstructor have In All glazed area to be double Z I"X6" OR I"XB' 2-8d PER SUPPORT Minimum depth-Section 403.1.4, 48' minlmum coverage to top of footing lazed and all exterior door to have Insulated cores. � 3-8d PER SUPPORT b"x8" poured concrete wall footings, 3000* test 15 The Insulation protection as Indicated on these plans exceeds "XIO" OR WIDER 2-I 3/4"x11 7/8" Mlcrolam 61rder (or 3 I/2"x11 7/8" Power Beam) the Code's minimum standards. <GEILIN6 5HEATIN6 4" poured concrete floor slab with bxbx*10 mesh and vapor barrier Ib. These drawings and specification are Instruments of service and (� 30"x30"x12" deep poured concrete column footings, 3000* test which they made Sd GOOLER5 I" EDGE / 10property " FIELD Damp proofing at exterior foundation below grade-Section 8406 shall remain the ro ert of the Architect whether the ro ect for D/- U ) 61PSUM WALLBOARD s exected or not. They may not be used j Q WALL 5HEATING on any other project except by written authorization of the Architect. 5TRU6TURAL PANELS Deck and porch flootings as noted, 3000* test, 48" minimum burled depth O Bd (SEE TABLE 3.9) 17 Architect has not been retained for site supervision, on-site FIREBOARD PANELS Foundation wall to extend a minimum 8" above finished grade inspection and certifications asprecc��ulred or requested by the owner, 51 ON STRONG TIE - contractor or local buildingde artmert. 17/16" ba 3" EDGE / b" FIELD All footing to be carried down to undisturbed soilMT 12 No footing shall be set higher than a 30 degree angle from any other footing 25/32" 8d 3" EDGE / b" FIELD Pour no concrete on frozen ground or In freezing water 6 PSklht HvALLBO'ARU 5d 60OLER5 " EDGE / 10" FIELD Provide 3 1/2' steel laity columns Backplaced against shall not be placeagainst the wail until the wall has sufficient UPLIFT - CONTINUOUS PATH CONNECTORS Q 'A 8a (SEE TABLE 3.g) strength and has been ancMred to the floor above, or has been sufficiently Z h USE SIMPSON 5TRON6-TIE CONNECTORS c 86 (SEE TABLE 39) braced to prevent damage by the backfill (Section R404.17.) Q LU Floors lFGM Prescriptive Method. FOLLOW PRODUCT SELECTION AND ` -DARE.. �ATr� - - ^ g shall INSTALLATION MANUAL FOR HIGHH HIND RESISTANT Floor Frama p be Walled In accordance with Table 3.1 WFGM HIGH WIND CONSTRUCTION CATALOG G-HW02 Q 2 F� PER SUPPORT EDITION. LTP4 ' Droftstopping - Section R502.I2 ANCHOR BOLTS IN FOUNDATION USE: !I:, OR WIDER 3-8d PER SUPaORT Flreblocking - 5ectlon R502.13. 55TB28 WITH BEARING PLATE, SEE FOUNDATION . POOR 5r EAT1 I Floor Construction: NOTES FOR 5PAGIN6 LTP 57RLIGTLRAL PANELS 3/4" 055 plywood subfloor, Fasten per Table 3.1 WFGM, SILL PLATE TO RIM JOST U5E: I' OR LE55 8d b" EDGE / 12' FIELD Floor joists; see Table Foundation WFGM and Floor Plans, spacing as noted LTP4 Ib" O.G. AT EXTERIOR PERIMETER IOd b" EDGE / b" FIELD 2-2x6 Gasten GA sill with termite shield and sill seal. AND 4)-5dISARNAILS AT GAMMON WALL GREATER THAN I" USE (4)-8d NAILS AT EACH END DIAGONAL BOARD 5HEATIN6 Finish Floors per agreement.DA OR °X8" 2-8d PER SUPPORT Wall construction - WFGM Prescriptive Method. 6ARA,5E SND GARAGE SILL PLATE U5E: Waliframing andflnlshing shall be nailed and or screwed In accordance with USE56P CONNECTOR AT IE O.G. "XIO" OR WIDER 3-8d PER SUPPORT Table 3.1 WFGM USE (4)-8d NAILS AT EACH END ^ AND } I. NAIL REQUIREMENT5AREA BASED ON WALL 5HEATIN6 NAILED 6' ON-GENTER AT THE PANEL EDGE . IF WALL 5HEATIN5 15 NAILED 3" ON-CENTER Ixb fascia, wrap RIM JOIST TO STD CONNECTION U5E: SILL PLATE TO RIM JOIST VD AT THE PANEL EDGE Overhangs as noted. Vinyl vented soffits. MTS 12, I6" O.G. �^ /" ^ IFS 1� TO OBTAIN HIGHER SHEAR CAPACITIES. NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED. OR ALTERNATE CONNECTORS Aluminum gutters and leader5.51ding see Elevations. USE (4)-8d NAILS AT EACH END R I - JOIST TO STUD (JON VI VFOT I OI V SUCH AS SHEAR PLATES. Tyvek housewrop FLOOR TO FLOOR CONNECTION USE. SHALL BE L15ED TO MAINTAIN THE LOAD PATH. 1/2" plywood sheoting, see fastening schedule, Table 3.1 WFGM MSTA 36, ib" O.G. 2 WHEN WALL 5HEATIN6 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITED TO BE REDUCED TO 2x4x Studs a Ib' o.c. with 2x4 shoe and double 2x4 plate USE (4)-8d NAILS AT EACH END 1/2" Gypsum wall board 1-66 NAIL PER FOOTRAFTER TO STUD CONNECTION USE f- s/8"Type X 6H® In garage MTs 12, EACH ROOF RAFTER 51M50N STRONG - TIE (TABLE 32 AWFGM HI6H WIND EDITION) 1/2" MR 01rB In wet areas 0. USE 8 16d NAILS AT EACH END At least one window In each sleeping room shall comply with the exit regirements MT530 OR M5TI2 V SIL_ OR BOTTM PLATE TO FGILNDATION ANGOR SOLI GONNEGTIONS RESISTIN6 LATERAL of section 8310 RAFTER TO RIDGE TO RAFTER GONNEGTION USE. $ SHEAR LOADS Note drilling and notching limitations in Figure R602.6(1) For bearing walls and H7 EACH ROOF RAFTER figure R 602.6(2) for non - bearing walls. DECK P05T TO CONCRETE CONNECTION USE 3 Z ,ANOHOR E30L I GONNEGT G OUNDA`'ON I BRACING WALL PERM r^AXIMUM ANGOR BGLT 5PAGIN6 Follow exterior corner Framing detail figure Rbo2los PB544A FOR EACH P05T G ^ w �p ISUPPOR-IN6 n EDGE NAIL 5PAGIN6 (!N) i'/2 ANGOR BOLTS) Roof assemblies - -FGM Prescriptive MethodDECK STUD TO ROOF RAFTER O STORY ALL 46 Asphalt strip shingles shall have minimum of six (b) fsteners per shingle (section pG44 FOR EACH POST� CONNECTION U56 Q SILL PLATE TO FOIMDATYOIv R905b) G O V V F O T I O `t (CRAWL SPACE OF,BASEMENT) 2 STORY 23 23 Undorlayment application (Section R9o5.2J) 61RDER TO DECK J015T CONNECTION USE HULL BOTTOM PLATE TO FOUNDATION '-2 STORY 3 Iq For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- MT5I2 a EACH J015T (5b.AB-01,16 cent slope), 36 up percent four (4) units vertical twelve (12) units horizontal (33 -percent slope ), PORCH POST TO DECK USE: undeNOTE: MAX 12' FROM EACH CORNER AND EACH SPLICE, PROVIDE BEARING PLATE BY SIMP50N ,SEE DETAIL. shop a two P5720 (ALIGN WITH .JOIST BELOW) shall be two (2) lyers applied In the following manner. Apply A 19-Inch (483)5trip E � (TABLE 32 AWPGM HIGH WIND EDITION) of PORGH POST TO 61RDER USE. P5720 underiayment felt layers with and starting at the caves , Fastened sufficiently to PORCH ROOF RAFTER TO ORDER USE: SILL OR BOTTM PLATE TO FOUNDATION ANGOR BGLT GONNEGTiONS RESISTING LATERAL hold in place H2.5A AT EACH ROOF RAFTER C) 8 SHEAR LOADS Starting at the cove , apply 36- Inch wide (q14 mm( sheets of underlayment, overlapping SHEATING LOCATION STUD SPAGING 5TRUGTUp IRAL 5HEATHIN6 MAXIMUM NAIL 5PAGIN6 v Sh+EAT(*iG LOCATION ST D SPAGih:6 BRACING VdA!L r'ER :TER MAX'M I NA'L SPAGING i successive sheets w Inches (483mm), and fstened sufficlentiy to hold ;n place. OR PANEL 51DINO FOR 8d COMMON NAILS E- For roof slopes of Four (4% .mats vertical In telve (12( units 'ate �-, MM N ";A P 1/2" ANG BOLTS OR A ._� S � ^ 1., �, AGR �iO GG O " LS (INCHES O.G.) SEE NOTE 3 SEE NOTE I .SEE NOTE .�`UC- S 0L :SEE `.:T= 3 cc Pr'otfctlon (Section 8905 21.0 E SEE NOTES 3 � .- 2' AK,nOR BO_r5i 4" PERMITER - = 6 .wider�ayment ;r High wMd (Settlor 8905272) EDGE ZONE I6 _ =:oshing (Section Rg052bi F 6 SEE NOTE 3 A' ZtJfg r- 6 F 2 (SEE NOTE 2" 1 EnergeEFndcl fireency paces - Choi,psee attached report 16 E 6 !' E 6 MechaNco, - Chapter 12 INTERIOR ZONE 1,NTERIAR ZONE 16 F 12 SEE NOTES 2 11 F 12 General Mechanical System - Chapter 13 E 4 SEE NOTE 4 X Heoll and cooling equipment - Chapter 14 GABLE ENDWALL RAKE AND RAKE TRU55 V E= NAIL 5PAGIN6 AT PANEL E6DE (IN) Exhaust 5ustem - Chapter 15 F 4 SEE NOTE 4 F= NAIL 5PAGIN6 AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD i(IN) Duct System Chapter I I. FOR WALL 5HEATIN6 WITH 4 FEET OF THE CORNER, THE 4 FEET EDGE ZONE ATTACHMENT Combustion d - Chapter 17 Chimneys and Vents - Chapter 18 E= NAIL SPACING AT PANEL EDGE (IW 8 REQUIREMENTS SHALL BE USED. Plumbing - Part VII F= NAIL 5PAGIN6 AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) ' 2. TABULATED 12" O.G. NAIL 5PAGIN6 A55LR-I=5 5HEATIN6 ATTACHED TO STUD FRAMING MEMBERS WITH 1 FOR ROOF 5HEATHIN6 WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INGLUDIN6 4 FEET ON EACH 6>0.4q. FOR FRAMING MEMBERS WITH 0.42<6<0.4q. THE NAIL 5FAC INC75 SHALL BE REDUCED TO 606. 3. FOR EXTERIOR PANEL SIDING , GALVANIZED BOX NAI5 SHALL BE PERMITER TO BE SUBSTITUTED SIDE OF THE ROOF PEAK, THE 4 FEET PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. 2. TABULATED 12" O.G NAIL 5PAGIN6 ASSUMES SHEATHING ATTACHED TO RAFTER/1RU55 FRAMING SHIT. NO. FOR COMMON NAIL MEMBERS WITH 6>0.411. FOR FRAMING MEMBERS WITH 0.42<6<0.4q THE NAILING 5PA6I1,105 SHALL BE REDUCED TO b INCHES 0. G. 5. 3. TABULATED b' O.G. NAIL SPAGING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS WITH 6>0.4q FOR FRAMING MEMBERS WITH 0.42<G<04o THE NAILING SPACINGS SHALL BE REDUCED TO 4 INCHES 0. G. 4 TABULATED 4" O.G NAIL 5PAGIN6 ASSUMES 5HEATHIN6 ATTACHED TO RAFTER/7RU55 FRAMIN6 MEMBERS WITH 6>0.4q. FOR FRAMING MEMBERS WITH 0.42<6<04q THE NAILING SPACINGS SHALL BE REDUCED OF 2 TO 5 INCHES O. G.