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Home My WebLink About31109-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31875 Date: 09/28/06 THIS CERTIFIES that the building ADDITION & ALTERATION Location of Property: 600 WATERS (HOUSE NO.) County Tax Map No. 473889 Section 88 EDGE WAY (STREET) Block 4 SOUTHOLD (HAMLET) Lot 41 subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 25, 2005 pursuant to which Building Permit No. 311 0 9 - Z dated MAY 5, 2005 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 ADDITION & ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to ARONLD & JOANNE V SIMON (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2069238 12/30/05 PLUMBERS CERTIFICATION DATED 06/20/06 BURTS RELIABLE, INC. Rev. 1/81 . I 'i77-!Jf;}L( , . ~, Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 "..' , 8 1;) 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: I. 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 I % 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 Apri19, 1957) non-conforming uses, or buildings and "pre-existing" land uses: I. 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. Ih Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. i / 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 $15.00 Old or Pre-existing Building: Date. / A/hU6T /8, go~ . New Construction: (check one) Locationofproperty: tGoc:> W~~S s.t:::JGS W~Y' House No. Street . Owner or Owners of Property: -"912AJt%Pf ./bR~ 611-1Ct<-l Suffolk County Tax Map No 1000, Section ..,.713 PJ($Jg- ~k ooo~ ~v Hamlet Lot 041 Subdivision Filed Map. Lot: Permit No. ~/Itlq-i!- Date of Permit. t7!?/PG/t7S Applicant: ~IVK u~nj.k Health Dept. Approval: ,..(/,4 Underwriters Approval: Planning Board Approval: Final Certificate: V- (check one) Request for: Temporary Certificate Fee Submitted: $ 2.G.- fNL.11 &,0 co-t" 3(&75 "i~ '-:'~.-'~._' -~'-1~.._',1.._._ !! ___!___ l!I~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I Located at ~ Application Number: i Section: ~ ~ ~ ~ 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 30th Day of December, 2005. ~ Name OTY Rate Ratin2 Circuit ~ ~ Alarm and Emergency Eqnipment ~ Sensor ~ Sensor ~ Appliances and Accessories ~ Exhaust Fan ~ Wiring and Devices ~ Outlet ~ Fixture ~ Outlet ~ Receptacle ~ Switch Ji Dimmers ~ Paddle Fan ~ Receptacle ~ ~ ~ ~ ~ I ~~~l!I ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET - NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by BME SERVICES INC 112 DORCHESTER RD. LAKE RONKONKOMA, NY 11779, * SIMON 1640 LONGVIEW LANE SOUTHOLD, NY 11971 1640 LONGVIEW LANE SOUTHOLD, NY 11971 2069238 Certificate Number: 2069238 Block: Building Permit:31109Z BDC: n511 Lot: Described as a Residential 600-1199 square ft. occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: First Floor, Outside, Attic, 2 0 2 0 Carbon Monoxide Smoke o F.H.P. 22 0 22 0 17 0 9 0 12 0 I 0 I 0 2 0 Fixture Incandescent iT General Purpose General Purpose General Purpose GFCI seal I of I This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. r 0'110 Hall, 53095 Main '10ld PO.80>.1179 SoclMld, New Yorl< 11971 Fax (516: 765.1fCJ Telephone (516) 76e. 1S:>:' OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I FIe A T ION Dale: (o-'}Q-Q(P Building Permit No. 311 oq Owner: .-&('("10\ d Si rnof'l (please print) Plumber: Y3u rh fI t \ Ib. bit... I (l.C (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1 % lead. ~Jf<~ (plumbers signature) Sworn to before me this Jar" day of Jvn-e.. 20 OlP Notary Public, 3Jltoll... County ~~ o(J&~ ~ fVbl;c.. 'i'(I'{V'?9J BERNAD<ITE L. TAPlIN NOTARY PUBLIC fl4844893 Stal\! of New York Residing in Sufolk Courty Commis.o;h::r '/_':P\fi:~ S~,.L lB. IV .. __-v1 ,.:)0".1.7, ............., 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. 31109 Z Date MAY 5, 2005 permission is hereby granted to: ARONLD & JOANNE V SIMON 100 HULTON AVE GARDEN CITY,NY 11530 for : ADDITION & ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING AS AS APPLIED FOR at premises located at 600 WATERS EDGE WAY SOUTHOLD County Tax Map No. 473889 Section 088 Block 0004 Lot No. 041 pursuant to application dated APRIL 25, 2005 and approved by the Building Inspector to expire on NOVEMBER 5, 2006. Fee $ 150.00 L& . Authorized Signature ORIGINAL Rev. 5/8/02 e15/e15/2e1e15 23" :'.4 631-477-2997 F UELLENDAHL RA PAGE e12 . . Frcm~ W. PO Box 3l6. ellendahl Architect ~11944. tel63H77~ faK 631-0477-29')7 e-malYu8I~ AMENDMENT T 9UIlD1NO PERMIT flPPI.ICATION dCltecI 04J2ij200S Addition te the imon Residence in Southold. SCTM# 1 000 88 04 ~ 1 S<PnCMTL ~-\\~ _, ~ ~~Jl.~.\~\\\\ \~ \l1li - 1 ~ '~\ \ . <--~-~ ~~~'6fSC\_\' ~~ May 6, 2005 ClIent: AmoId and.loCl lie SImon 1640 LongvIeW 5oulhold. NY 11 1 ItJon IncIlIdes Q neUI masWr bedroom and 0 new bathroom. Tlw ezisting as 0 guest roo ~ss. fIoclr '- two bedrooms and one batluoom - the former IIlQSIeI' blIdIOOm WII be used . The uAndow facing the garage wl tnMt or eEHd the A1quirwd opeIIIng dime/lslOllS for Ones for the proposed baUlroom will be all1tQined In the building tlIlVllIope and will be existing plumbl~ 5I,Ist8m In the full basement. The sepllc line wll not be atfeded. m which consIsls at three 8' sholIow pools and is cleclned l1lllularlly. Is In very good equate for 0 4-bedroOIn house. will hove hard winId ~ detectors os AlqUInId by code. 3[(o?~ TOWN OF SOUTH OLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ [ ] FOUNDATION 2ND [ [ ] FRAMING I STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. ] INS ION FINAL ] FIRE SAFETY INSPECTION REMARKS: - DATE INSPECTOR 3/(() ?-& 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [] ~GH PLBG. [ ] FOUNDATION 2ND [v1INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: iSJ~~ (D~/ d(~ DATE crt ~[ (:J r[" INSPECTOR I 3110 ?t-- 765.1802 BUILDING DEPT. INSPECTI N [ ] FOUNpATION 1 ST [ [ ] F~DATION 2ND [ [~RAMING [ [ ] FIREPLACE & CHIMNEY [ REMARKS: ~ L_,.,(t- , II ~ 11~4 4 ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION DATE INSPECTOR ~ 31 {Ot ~ ~ 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ~NDATION 2ND vf FRAMING [ [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION REMARKS: ?C >c& f?:;.{"r s, c- DATE INSPECTOR 3 \ \<0 q :::r. 765.1802 BUILDING DEPT. INSPECTION [ ] F [ FOUNDATION 2ND [ ] FRAMING [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION REMARKS: DAT INSPECTOR () , 61[ 09 ts 765.1802 BUILDING DEPT. SPECTION [ FOUNDATION 1 ST [] ROUGH PLBG. [ ] FOUNDATION 2ND [] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ~-7 oF- (J ~ DATE 7f/ J IOL INSPECTOR . FIELD INSPECTION REPORT FOUNDATION (1ST) FOUNDATION (2ND) ROUGH FRAMING & PLUMBING INSULATION PER N. Y. STATE ENERGY CODE FINAL DATE .,/#./~, 7T COMMENTS - ~ .J- _ ~ M A.. .. J -A/V L c-/ (/ /" /<.... -# -/ # / )' l.-/ ,..P _l/. L 7;J J v ~ 7,' r /l Ie' A j, .J . _J:-. I T'\' 1 ~ .1 J t7,f J {j<., ..." c:... h, n-Ir (J "", ...J-. .E.r- h' r I ..Jl!., ...-'- '1 .Q.'\~,./ r / / . _ ,. J ''-J /d' ) W;-~r /C-t:1, ~ fit-, '/ I ./.P. J~~A , l7 '-- /:. f" r JB... /// } 7/ q/. , / f ,IJ #... -r- c.Yf ~ IA., ~ / f" I ^ Y....L /// -' ?/ . ~... ('../J -// 7f #. / , , ') L C /:1. / /~ e?.#. ~o. IF. r' ~ ( 1/ / / J-I.1/ ~~ f..-/ 27 J 'fIll 'I / ADDmONAL COMMENTS 01;:; ::::~ o::l -D"" Ll"P .,:.~~ .r z b'P g CIl ~~ ~i"J -l'"'l ~ ~ g:~ b5 ~ ~ ~ & lJ\ .- ~ 2.-0 :E :I>~ ;g -i"J -><: . ~::s . ~ ~~ ~ == :-~ . -== CI i"J ~ 1()?6 - ?')- '1- '1-/ TOWN OF SOUTHOLD ~OPERTY 'RECORD CARD OWNER STREET 600 VILLAGE DISTRICT SUB. ~, RES. ;u () LAND IMP. 3 00 .3300 !c/a 0 Farm Acre Tillable I Tillable 2 Tillable. 3 Woodland Swampland Brushland _- House Plot Total - ') ---' Yh LOT #(.0 r ACREAGE W TYPE OF BUILDING VL. FARM COMM. TOTAL REMARKS DATE ,'Iao 3 )O~ 7-..r x: I 9 @..9-: If? r" ~ Value Per Acre' - , -- ,/ ,- .. .---&. " !"CI~ . .)-- i.:- ."1 ----- df_ .. ) 'f I" .f' I. ~ I ~ ... >- _~-r; I. II. &. , 1--1 ..- l> II, - l- II ~ J G " I /(1 2 'y ;Q 'f\ /$ 'f ~\ I~ L .. - IB ., S <~. . \ ... ~ --_..~~--~---,._._-.-_.._------ M. Bldg. VI Extension Extensi9n 2..~ /30(. Extension p~ Ti /) -~ Breezeway Garage /~ / O. B. ttJ rfJ ~ 1'" i '. -;,.--.; Foundation Both / Basement Floors W . ,) l ~t. Walls Interior Finish ..J;f f<.' K + lei JiJ:.J..- Fire Place Heat (!) ! r Porch ~- Attic .. :-.- Porch Rooms 1 st Floor I...i Patio Rooms 2nd Floor D P~1f Driveway o -j '-' CoJ...(>~. liLu.e.. , 7k1P/:} .- Wt.t, r e. , P4.17. i1' 'I ~ -""i"~"-~,,,,,.t,:,"r -- '''''''c ~.'Y TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www.northfork.netlSoutholdl PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans ~ Planning)9"t"d approval Survey "11 UL q :t/ Check-:lf % 5 Septic Form N.Y.S.D.E.C. Trustees Contact: Mail to: F: (,;(c.( I E/"/1/.R/H Examined Approved Disapproved alc 5~<; ,20 O~ ,20~ 1/ ( ') , 20--9&... I Phone: c;3/. 477. 96Z4 Expiration [~ @ l~ r \I? ls --I: APR 25 2005 lbl J I . "LOG, DEPT. - I TOWN OF 5C'UTHOLL-) ftJ L- I Building Inspector APPLICATION FOR BUILDING PERMIT Date APf2.LL 1.1.. ,zooG INSTRUCTIONS a. 1ms application MUST be completely f1Iled 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 ofIot 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 Inspeytor 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 panlor 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 no'Ccommenced 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 remov or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, ho' de, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ~ttl8.3ltP, ?ea=fV?17I?T"NY II~ff (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder A.ec..r(l reef Nameofownerofpremises~/2.lr:Jm.o GlhOAJ ,4'../"0 DORIU/JE V. <SIH{)N (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. Tv IS.E CJ!=TFf7 hllJ 6D Plumbers License No. Electricians License No. Other Trade's License No. I. Location of land on which proposed work will be done: /&>4-0 LtJjJbVIGW L.,ZJuE House Number Street 6&L/"m~ Hamlet County Tax Map No. 1000 Section Subdivision E?8 Block 01- Filed Map No. 1.l:.ot 4-1 '.:'" 'Lot -,.j\ (Name) '''--, 2. State existing use and occupancy of premises and intei:ded use and occupancy of proposed construction: a. Existing use and occupancy 12t;;;>c.At?t!5V77RL b. Intendeduseandoccupancy ~SIt?cU77RL 3. Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost 11 !J!i: 07J1) Addition Other Work ~' Alteration (Description) Fee II/go. ~ (To be paid on filing this application) Number of dwelling units on each floor 5. If dwelling, number of dwelling units If garage, number of cars / 6. Ifbusiness, commercial or mixed occupancy, specify nature and extent of each type of use. , 1/ 7. Dimensions of existing structures, if any: Front 77 - ".'l Height rv 2.2' Number of Stories 2. Rear 77'-t}~ Depth 42 '-~ II (It "..-1" Dimensions of same structure with alterations or additions: Front It7S - 10 iiilll' 117:;.-10 Depth H', 5/1 Height tV 24/ Number of Stories '2 , II 8. Dimensions of entire new construction: Front 29 -/ Height '" 2fl Number of Stories 11':2 ,_ ~I/ //:..12. -:;1 / I 9. Size oflot: Front 7, Z Rear 'lV, :>w Rear :2fJ~1 ~ n ( ,I( Depth ~~ -~ I Depth 150' TO /74. 713 i 10. Date of Purchase ,;'1/ fR/1'b Name of Former Owner ~/CG L F~;e.e:C/iL 11. Zone or use district in which premises are situated R.. - 40 . 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO / . 13. Will lot be re-graded? YES ~ NO -/ wiil excess fill be removed from premises? YES /NO_ , ~HIItTt'/ 14. Names of Owner ofpremisesA""J GIHCI-J Address IIP'HJ~ZI.J/~4..I14 Phone No. S/6?, 3!?3, ?3!?( Name of Architect Fl?~1v1C UELLEtC./CVJt4L AddressiPCB31. &:;,epr Phone No ~31. 477,15624 Name of Contractor Address ' Phone No. .. 15 a. Is this property within 100 feet ofa tidal wetland or a freshwater wetland? *YES_NO v'" * 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. STATE OF NEW YORK) SS: COUNTY OF SI./FFtxj<. PI?A,4..J /<. U5L.LE,(J OA 17 0 'ceJng duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, "'-\ (S)He is the 4e.cH/7E-Cr (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application fIled therewith. to befo:m~~ ( , ~. otary Public 20~ BONN/EJ.DOROSKI Notary Public, State Of New~rt No.OlD06095328,Suffo~~unty Term Expires July 7, 20 ~ (0/ (S/ .Il' ,0" V W47" / ~~S~ DG~ ~ I.(J ~ ~ o ....., W4y SURVEY FOR MURR~Y FARBER a BEATRICE L. FARBER LOT NO. 60 "TERRY WATERS" 'BAYV I EW TOWN OF SOUTH OLD SUFF. CO., N. Y. SCALE: 1".50' NOV. 20. /965 GUAIlANTEED TO' THE TITLE GUAIlANTl!:E CO. SOUTHOLO "VINas BANK "'OTE: . .MONUM!!NT SUBOIVISION PLAN fILED IN THE OHIClE OF THE CLERK OF SIIFFOLK COUNTY ON DEC. 2t.19$' AS MAP 2tOI. ~~~~ PROHISIONAt"fNG'ltl AND A U E'I' ft ".Y. Lle.NO.12'" PLUMBING All PLUMBING WASTE & WATER LINES NEED TESTING BEFORE COVERING ~CUPANmuF ISE IS UNLAWFUL WITHOUT CERTIFICATE: OF OCCUPANCY PLUMBER CERTIFICA TION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WA TER SUPPL Y SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. CERTIFICATION OF NAILING & cor~!~FCTV)N8 REQUIHED. r ALL ~RUCTION SHALL \AE~:'1'ME r"'> III ""~r"s OF THE r.oDE$ OF . ,K STATE. RETAIN STORM WATER RUNO~ PURSUANT TO SECTION 45-10C . OF THE TOWN CODE. FLOOD WNE Y.. COMPLY WITH CHAPTER. 46" FLOOQ DAMAGE PREVENTION SOUTHOLD TOWN CODE. APPRQVED AS NOTED DATE: 1~/) B.P.' 3/ I DC; b FEE: IJ() BY: /CJM' NOTIFY BULOING DEPAmuENT AT 765-1802 lAM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REOUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSUlATION 4. FINAl. - CONSTRUCTION MUST BE COUPlETE FOR C.O. All CONSTRUCTION SHAlL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. --' ~~ 'm. Permit Number \ Checked BylDate Generated by REScheck Package Generator Compliance Certificate Enargy Coda: Location: Conslrucllon Typa: Hasting Typa: Window-to-Wall Ratio: Hasting Dagraa Days: Report Data: N_ York Slate Energy Conservation ConstrucUon Code Suffolk County, N_ York Datached 1 or 2 Family Non-Electrlc 0.16 5750 Date of Plans: 04122/2005 Project Information: 1640 Longview Lane, Southold, NY 11g71 Builder Information: Frank W. Uellendahl Custom Island Homes, Inc. PO Box 443, Mooches, NY 11955 631.4n.8624 Project Noles: I , PilSSCS Ceiling: 38.0 0.0 Wall: 17.0 0.0 Window: 0.350 Door. 0.350 Floor: 19.0 0.0 Statement of Compliance: The proposed building represented In this doaJment Is consistent with the building plans, spadflcations, and other calculations submlltad with this panntt application. The proposed systems heve been designed to maet the New Vorl< S Enargy Consarvatlon Construction Coda raqulramants. When a Ragistered Design Professional has stempad and signed this t are ng that to the best of hlslher knowledga, belief. and professional judgmen~ such plans or spaclllcations are In I is Code. Page 1 t Generated by REScheck Package Generator REScheck Inspection Checklist Ceilings: o Ceiling: , R-38.0 cavity Insulation Comments: Above-Grade Walla: o Wall: ,R-17.0 cavity Insulation Comments: upgraded to R-21 W1ndowa: o Window: , U-factor: 0.350 For windows without labeled U-factors, describe feetuRlS: #Panas _ Frame Type Them1a! Break? _ Yas _ No Comments: Doora: o Door. , U-factor: 0.350 Comments: Front door exempt Floors: o Floor. , R-19.0 cavity Insulation Comments: Air ~..kage: o Joints. penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. o Recessed lights must be 1) Type Ie rated, or 2) Inslallad Insida an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non--IC rated. the flxture must be installed with a 3- clearance from Insulation. Vapor Retarder. o Required on the wann-in-wlnter side of all non-vented framed ceilings, walls, and floors. Mlltertals Identification: o Materials and equipment must be installed \plaln\f2\fS20 in accordance with the manufactLntr's installation instructions. o Materials and equipment must be identified 80 that compliance can be detennlnad. o Manufacturer manuals for alllnstelled heating and ooollng equipment and service water heating equipment must be provided. o Insulation R-valtJas and glazing U-fact"'" must be deerty mar1<ed on the building plans or specifications. Duct Insuletlon: o Supply ducts In unconditioned attics or outside the building must be Insulated to R-8. o Retum ducts In unconditioned attics or outside the building must be Insulated to R-4. o Supply ducts In unconditioned spaces must be Insulated to R-8. o Return ducts In unconditioned specas (except basements) must be Insulated to R- o Ral1Jm ducts In unconditioned spaces (except basements) must be Insulated to R-2. . Insulation Is not required on return ducts In basements. Duct Conatructlon: o All joints, seems, and connections must be securely fastened with waids, gaskets, mastics (adhaslva8), mastio-plu.-bedded-fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 181 B. Exception: Continuously waided and locking-type longitudinal joints and seems on ducts operating at lass than 2 In. w.g. (500 Page 2 Pal. o Tha HVAC systam must provlda a means for balancing a~ and watar systams. Temperature Controls: o Each dwalllng unit has at lesst ana thannoslat capsbla of automatically adjusting tha spaca tamparatura sat point of tha Iargast zone. Electric Sys""".: o Separate electric meters are required for each dwelling unit. Flraplscss: o Flraplacas must balnslalled with tight fitting nor>-combustible freplaca doors. o Flrepleca. must be provided with a sourca of combustion air, as required by the Flraplaca construction provisions of the BuUdlng Code of New Yorlr Slats. the RasldanUal Code of New Yorlr Slats or tha New Yorlr CIty Building Code, as applicable. SaMC8 Wale, HealIng: o Watar hast"", with vartleal pips risars must hava a hast trap on both the Inlet and outlet unless tho wetar hastar has an Intagral hast trap or Is peri of a c1rculeting systam. o Insulate circulating hotwatar pipas to the levalsln Table 1. Circulating Hot Wale, Systems: o Insulate clra.J1ating hot water pipes to the levels In Table 1. SWimming Pools: o All heated swimming pools must have an on/off hastar switch and requlra a cover unlass ovar 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. HsaUng and Cooling Piping InsulaUon: o HVAC piping conveying fluids abova10SoF or chilled fluids below SsoF must be Insulated to the Iavals In Tabla 2. Page 3 Table 1: Minimum Insulotlon TIIlc_ fur C1n:u/atlng Hot Wotor PIpes Heated Watar Temperature ("F) 170-180 140-189 100-139 Insulation Thick.... In Inchoa by Pipe SIzes Non-Cln:ulatlng Runout8 Cln:ulatlng Mains ond Runout8 Up to 1" Up to 1.25" 1.5"102.0" Over 2" 0.5 1.0 1.5 2.0 0.5 0.5 1.0 1.5 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Th/cloress fur HVAC PIpes. Hot Wstor Pipes Piping Sys_ Types Heating Systems low Pressurerremperature Low Temperature Steam Condansate (for lead water) Cooling Systems Chiliad Watar. Rafrigerant and Brine Fluid Temp. Ranga("F) Insulation Thick.... In Inchoa by Pipe SIzes 2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4" 4ll-55 Salow 40 1.0 1.5 1.5 2.0 0.5 1.0 1.0 1.5 1.0 1.0 1.5 2.0 0.5 0.5 0.75 1.0 1.0 1.0 1.5 1.5 201-250 120-200 Any NOTES TO FIELD: (Building Dapartment Use Only) Page 4 <o~ (j/ ,/l f.f' v W4,. I ~fYSt DGf" ~ i4J k ~ o .....J W4y SURVEY FOR MURRAY FARBER a BEATRICE L. FARBER LOT NO. 60 "TERRY WATERS" 'BAYY I EW TOWN OF SOUTH OLD SUFF. CO., N. Y. SCALE' I.... 50' NOY. 20. 1965 GUIIIlANTEED TO' THe TITLE GUARANTEE: CO. SOUTHOLO SAVIN.S SANK IIIOTE' . -MONUMI!NT SU80lVISION PLAN fiLED IN THE OI'FlCE OF THe CLERK OF SUF'OLK COUNTY ON DEC. 2t,19$1AS MAP 2'01. Permit Number Checked By/Dete Generated by REScheck Package Generator Compliance Certificate Energy Code: Location: Construction Type: Heating Type: Window-to-Wall RatIo: Heeting Degree Days: New York State Energy Conservation Construction Code Suffolk County, New York Datached 1 or 2 Family Non-Electric 0.16 5750 Report Date: Date of Plans: 0412212005 Project Information: 1640 Longview Lane, Southold, NY 11971 Builder Information: Frank W. Ueilendahl Custom Island Homes. Inc. PO Box 443, Moriches, NY 11955 631.477.8624 Project Noles: 1 Pd~~es COllI !-\ V lit)' Ceiling: 38.0 0.0 Wall: 17.0 0.0 Window: 0.350 Door: 0.350 Floor: 19.0 0.0 Statement of Compliance: The proposed building represented in this doaJment is consistent with tha building pians, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York Sllll Energy Conservation Construction Code requiremenis. When a Registered Design Professionel has stamped and signed this t are ting that to the best of hlsJher knowtedge, belief, and professional judgment. such plans or specifications are In I is Code. \ Page 1 GENERAL NOTES 1. All WORK MATERIAl AND EQUIPMENT SHAll BE IN ACCORDANCE WITH'THE NEW YORK STATE UNifORM BUILDING CODE, AND THE NEW YORK STATE ENERGY CONSERVATION CODE, AND LOCAl AUTHORITIES. 2. All CONCRETE SHAlL BE STONE AGGREGATE Vt1TH A MINIMUM 2B DAY STRENGTH Of 3000 PSI 3. AlL LUMBER SHAlL BE GBAQE STAMPED DOUGlAS RR- lARCH STRUCTURAl GRADE ,2 OR BETTER. 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT AlL ST.lJR AND flOOR OPENINGS POSTS AND PARAllEL PARTITIONS, EXCEPT AS NOTED ON DRAVt1NG. 5. BRIDGING TO BE PROVIDED fOR All JOISTS AND flOOR BEAMS. SPACING NOT TO EXCEED B.O fT. 6. All DIMENSIONS AND G~E CONDITIONS TO BE VERIRED BY CONTRACTOR S PRIOR TO START Of CONSTRUCTION AND ORDER N Of MATERiAlS. THIS fOUNDATION HAS BEEN D~SIGNED fOR A SOIL BEARING CAPACITY Of TWO Zl TSf AND GRADES LESS THAN 5%. CONTRACT R SHAlL VERIfY THAT THESE CONDITIONS ARE MET. All RLL BENEATH CONCRETE SlABS TO BE CO~PACTED TO 95% RElATIVE DENSITY. 7. AlL HEADERS 6.0 fT IN LENGTH AND OVER TO BE SUPPORTED BY DOUBLE UPRIGHTS, 9.0 fT AND OVER BY TRIPLE UPRIGHTS. AlL HEADERS TO BE MINIMUM Of 2 - 2xB OR AS SHOWN ON DRAVt1NG. B. PROVIDE flRESTOPPING AT AlL LEVEL PENETRATIONS 9. PROVIDE flASHING AT All RDOf BREAKS, CHIMNEY~J SKYLIGHTS, EXTERIOR DOORS. WINDOWS AND DEC,S ETC.. 10. DO NOT SCALE DRAWINGS. 11. DESIGN CONSULTANTS OR RECORD ARCHITECT- ENGINEER ARE NOT RESPONSIBLE fOR THE INSPECTION, SUPERVISION. ,OR AD~INISTRATION Of THIS CON~TRUCTION PRwECT. fEDERAl STATE AND LOCAl ZONING AND BUILDING CODE CbMPLlANCE SHAll BE THE RESPONSIBILITY Of THE CONTRACTOR. 12. THIS DRAVt1NG IS AN INSTRUMENT PREPARED TO fACILITATE CONSTRUCTION AND SHAll NOT BE CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. 13. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE Vt1TH THE NEW YORK STATE ENERGY CONSERVATION CODE. 14. ENGINEER TO BE NOTIRED IN WRITING Of All CHANGES PRIOR TO AND DURING CONSTRUCTION. 15. ELECTRiCAl AND MECHANiCAl COMPONENTS TO BE DESIGNED AND SPECifiED BY OTHERS. 16. CONTRACTOR SHAll OBTAIN AlL PERMITS AND INSURANCE NECESSARY TO PROTECT THE ENGINEER AND OWNER. 17. DO NOT BACKRLL AGAINST fOUNDATION WAlLS UNTIL flOOR SYSTEM INSTAllATION IS COMPLETE. ~ ~ ~ :a! ~ I m / ~ ~[jl u , ~ iL \ I~ DATE. 04122/'If1J5 \) / SCALE: NIS '"' ~ TITLE SHEET ~ ~ General Notes ~: Design Criteria is 0" DYIG. NAIlE ~~ A - 0 Q:a! 1lWG. NO DESIGN CRITERIA: GROUND SNOW LOAD LIVING AREAS AND DECKS SLEEPING AREA \\lND SPEED SEISMIC DESIGN CATEGORY WEATHERING - SEVERE mOST LINE DEPTH - 36" TERMITE - MODERATE TO HEAVY DECAY - SLIGHT ICE SHIELD UNDERLAYMENT REQUIRED - 45 PSf. - 40 PSf. - JO PSf. - 120 MPH - B - YES DESIGN IN ACCORDANCE WITH AMERICAN fOREST PRODUCTS WOOD fRAME CONSTRUCTION MANUAl fOR 1&2- fAMILY HOUSE PRESCRIPTIVE DESIGN METHOD. WINDBORNE DEBRIS PROTECTION SCHEDULE EXISTING PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS Of MIN 7/16 INCH WITH 2-1/2 16 WD SCREWS, SPACING: 12 INCHES. ARE TO BE"PROVlDED TO COVER THE GLAZED OPENINGS Of THE PROPOSED EXTENSION WINDOW SCHEDULE AlL Vt1NooWS ARE ANDERSEN PRODUCTS Vt1TH INSULATED LOW-E GlASS AND WEATHERSTRIPPING. SCREENS ARE PROVIDED fOR AlL WINDOW/DOOR OPENINGS. NO GRILLES HARDWARE fOR WINDOWS - TRIBECA IN WHITE HARDWARE fOR OODR - ANVERS IN SATIN NICKEL Mark Size Description Quanlily A TW 21052 TIlt-Wash Double-Hung 2 B fWG 60BOL Gliding Patio Dear I C 2-TW210510 lilt-Wash Deuble-Hung - mulled 2 D TW 210510 lilt-Wash Double-Hung 2 PROPOSED DRAWING SCHEDULE ONE-STORY ADDITION FOR A PROPOSED MASTER BEDROOM SUITE A-O TITLE SHEET - DESIGN CRITERIA - GENERAL NOTES A-I SITE PlAN, LOCATION PlAN A- 2 EXISTING 1 ST fLOOR PlAN A- 3 EXISTING 2ND flOOR PlAN A-4 fOUNDATION PlAN A-5 PROPOSED 1ST flOOR PlAN A-6 CROSS SECTION A-A A-7 CRITICAl PATH - CONNECTORS A-B PROPOSED SOUTH ELEVATiON A-9 PROPOSED NORTH & EAST ELEVATIONS A-IO NALlNG SCHEDULE - fRAMING NOTES L, '1 I, .1 I BUILDING PERMIT APPLICATIO APRIL 22, 2005 fRANK W. UELLENOAHL, ARCHITECT PO BOX 316 GREENPORT, NEW YORK 11944 !12 5'1 ~ <= s i g ~ i SIMON ; RESIDENCE l!! SOUTHOLD g e< ~ ~ z = ADDITION TO THE ARCHITECT ~ ~ 5'1 S ~ ~ <= ;:1 OWNER ~ ARNOlD & JOANNE ~IION <:3 1640 LONG VIEW LANE g SOUTHOlD, NY 11971 .. TEL: 516-353 7351 ~ FRANK UEUINIlAHL P.O.BOX 316 GREENPORT, NY 11944 TEL: 631-477 8624 FAX: 631-477 2997 I !!! 9 ~ l(l ~ ~ - = .."~. 210' 210' .--.........~. ..r...-.._ i ~oi 0:>' -I ; r-.'~ .......,- 50' ~ l...L..J C) c::::l l...L..J <..n 0:::: l...L..J ~ :s: -j \ 310.5' TO ORDINARY HIGH WATER. LINE - ; 01 ~i , ! ...m..._._.m.__.___.__m..._m............_.._.._.....___..._.._.__._.._.m..."'......_ -.-'1 ; / ""--- 40' FRONT YARD 0;...., I -....- ....- , <0 I <0 "" --.-.-. /.. / '::n I 1-- 50'-6'\ = ~ >- z '" f:l: '0 ....- ._~.- "-...- .~~.-.., '-...- --.--.... t-."" ..-. EXT'G DECK i i ADDITION EXT'G HOUSE ...........-.....-.....-...-..-.....--,..... .....-.....-.......--..-.......-.......................- .----., 28'-1" i i , I 77'-9' 105'-10' i .--.--.--------........- .- j ._'. LONGVIEW LANE i i , i I , i i / i , ! ....,-- i ! ZONING CALCULATIONS LOT AREA EXlST'G BLDG. COVERAGE EXlST'G DECK AWED BlOG. COVERAGE TOTAL BLDG. COVERAGE AlLOWABlE BLDG. COVERAGE R-40: 20r. OF LOT AREA = ca. = ca. 29,040 SF = ca. 2,022 SF = ca. 949 SF = ca. 7JJ SF = ca. 3.704 SF 5,808 SF . PROPOSED ADOIDON SITE Pl>>I BASED ON SURVEY BY AlDEN YOUNG DATED: 11/20/1965 ;" .~ j i .--."" i ! .."- N f!) '..'..'-, SCALE: 1/32" =1'-0' SITEPLAN scml = 1000-88-04-41 TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK .'.- ~ ADDITION TO THE ~ '" f2 ~ g i ~ SIMON ~ ~ RESIDENCE ~ SOUTH OLD a eo ~ ~ ~ :O! "' ARCHITECT FRANK UEillNMIl P.O.BOX 316 GREENPORT, NY 119<< TEL 631-477 8624 fAX: 631-477 2997 ! ~ ~ ~ ~ I ~ ~ !i ...15 '''' DATE' 04/22/2005 =: SCAlE 1/32" - 1'-0' I:!I :- .~ !g:j :;;~ :::l ~ OWG. NA\4E ,",ze ~l!:! A - 1 ~[;! OIIG. 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Ii) I % 5).:.i.jI ~ _.t-I."m"! U .fdl\..:lriI'j- 1\ I " i ~ ~ , Ill. k'j~ tlJ~;~~ L ,j I I __........L-.J !,:) 1 .~] !-y I -., ~<:J J (~..o.ill I,'! ~:1 I-~'.I'~ ::I...j. ,"11 u~ t 1 " I' ,~ I a A.J r~ r~. \'vl '9. I VI . ......J -1 .):- I. i , \ Z 4: -I, n.~ ." .12 .. , ',\ \D >II Z ~ u -' "" \Y u ~ . , I . cP;(;7jP.... .'{/t.. I' . / ~ei r-~~_r-e-I___._____ :e~_________~l I ill----I -1------ +------_+_ ~LJ L_-.J L_-.J L T 8'-6' 8'-8' 8'-6" I to I ~~ I ~, ~ ~ I ~ .. TRT'O 2XID HOUSE BEAM ~ 8" POURED CONC. I I 15'-8' FOUNDATION WAlL I rr: - - - - ~ - --- - ~ - I ,:/'''' "''''~,,,/''',',,/''',' ,',',' ...', /' '/"",'/,' ,',/~ ',/"~ "", ,',',' ,/','::%; ,',',' ,', I -: I BtMiI'OCKET I I :: I 14'-0' I I ~ ADDITION ~ TO THE 8' DlA SONATUBE CONCRm PIER ON 2'.':O~ X 2'-0' X 1'-0' CONCRETE FOOTING !2 i g ~ i SIMON i RESIDENCE ~ SOUTHOLD ~ , , , , , , , , , , , COVERED PORCH EXISTING DECK = ,. '" " , , , 7'-t , , , @~-----@--~~-~ ~, / , , , , ~ , -~ ~ z o i ARCHITECT 9 FRANK UEllfNlJAIL O!i P.O.BOX 316 !2 GREENPORT, NY 11944 n; TEl: 631-477 8624 ; fAX: 631-477 2997 ~ '" ~ OWNER I ARNOlD & JOANNE SINON 1640 lDNG ~EW lANE SOUTH(ll), NY 11971 .. TEl: 516-353 7351 VENT 16X8 "..,'"'' .. , / , I :' I I :: I , 1/1 / 1:- I 1/1 I ~ I , 1/ I / I / I I ::: I I / I / 1:- I /1 / I' I I 2"Xl0' flOOR JOISTS ABOVE ....... ....... @ 16' O.C. W/ BRIDGING PR{MDE 24' X 24' OPENING fOR ACCESS TO CRAWl SPICE = ,. '" EXISTING CRAWL SPACE EXISTING BASEMENT PROPOSED VENTED CRAWL SPACE ~ , 1<l i , _rX12.37~ QU!2r ~minoted ~der _ ~ POCKET >, ~ ~ - - - 7' ,- I~- IDROPpflj tElLING < 12" DIA SONATUBE -rt1.J I" / I I b(..,~ 'FA II CpNCRElE ~IE~ IJtl ;! I >< I I '- i u _, PI<<MDE OPENING fOR PlU~~NG , 2-0"X2-0Xl-0 P.CONC.FTG. III 1/ 'II \ 1 d 11////,,'/...././/,//,//./..,//,/,,//.//.//,/,. II "....-' N 1/"; /1 .. /" '" /'/ /'. /', /~~ ", '/" /., '//"/ I c:::.___~ <ill , , " II ~ [ :" I '0 > liJ rip 2X8s down to 2X6s a I / I -.:0 ' IIN SHOWER AREA ~ I :: I : 11'-2' ~ I a' 11'_1' J, Co I / ~ I'" I _~___...!iENL1.6X!L____-.J / I / /'~./ /',' ,," ," /' ,," ,,' ,,' ~/' " ':.:' ~", ./,' ,,' ,," ~ ,,' /' ::..- ~ ,," ,,',' /' ,i' ~ ,/ II' " , ,/ ':.:..." ~:;" " " ~ ,,' " ~ ,I VENT 16X8 I ;; I I -: I 1;'- L______~~______BEAIoIJ'OCIill 1/ ,," II' ,,',',' L___ ~ ~ f ~ ~ ~ " ~ jE 9 ~ fil ~ e! ~ ~ ~ 14'-0' :.c .. NEW FOUNDATION/CRAWL SPACE 3/4' SUBFlOOR, NAILED AND GLUED 2X8 AND 2Xl0 FLOOR JOISTS @ 16" O.C. R-19 INSUlATION 2"X6" TREATED SILL t CONCRETE DUST COAT ON 6 MIL POLY VAPOR BARRIER ON COMPo GRAVEL 8" POURED CONCRETE FOUNDATION WAlL ON 1'-4' X 8" POURED CONC. FOOT'G wi KEYWAY 1/2' PARCHING W/ BITUMINOUS COATING SILL SEAL TERMITE SHIELID 1.0 16'-6' CD SECTION B-B <<IE C'; =i:;l I~ DATE: 04121/2005 ". SCAlf: llf. 1'-0' ..~ ~; FOUNDATION PLAN 8 i ~ OWG. NMlE ~~ A - 4 Q;.;! 1lWG. NO FOYER - DRESSING AREA MASTER BEDROOM EXT'G 1ST FLOOR EXT'G 1ST flOOR LEGEND STRENGTH = 3000 PSI AT 28 DAY ASTM C-94 READY MIX CONCRETE. AlL FOOTINGS, FOUNDATIONS, ETC SHAlL REST ON UNDISTURBED SOIL. AlL FOOTINGS AND FOUNDATIONS SHALL BE FORMED. T PORCH ~'/C;-:::;W~I ~;(,,%~'/.'.l EXT'C WALL NEW WALL WALL ABOVE GRADE FOUNDATION PlAN - - -- ---~~ ---- -- -,-~..s------ -- --- - ---- ,- "' 0 , <0 ~ ,- <0 ~ = , , 10l - ..... ------- - --------- I ~ I ADDITION ~ TO THE 2 I I , I , ~ , I => , '" , ~ SIMON I DINING ROOt.t , i RESIDENCE , I , I ~ SOUTH OLD , ~ , ~ ~ ~ i!5 ~ ARCHITECT L :;;! flWtK UEllENDAHl 1il P.O.BOX 316 2 GREENPOOT, NY 11944 ~ 1l1: 63H77 8624 FAIl: 6JH77 2997 -0 3: 8'-8' a'-8- 8'-8' 4 6 1 2 8'-6' a'-8- :0 I" f- I I 1'if.J, I 8' PERYACAST COlUMN I I I I 181 I F\\\;608Ol : ~ -12UXILHEm I I I I I I~ ~!, 1= i= IE ~ l~ 18 I I I I I '+ <3:z: I I dg I I I ~~::-, ~ ~ I I I "/ @ >- => I I I j ~ I I '006 ;?< = I "Ni'E' : ~ "'" I SHOWER I IX I I 4l ~ [I]'I I I I 1 :tlGf1I ~, i~ -: 1'-4 I ;TH 6~ !,I~ i---------------------I I ~ I I 24801 89 NET SF , 18 / ClG.HGT: 9'-4' ! I I ,- I I I I / un ~=O~~INGtn ',i~ I .~ ELECTRICAL LEGEND I I IT T I ~ I I !l;RO~ MOUlOlNG~ _(~1X1..2. HE.'Il~ _ _ _ _ _ _ _ 4J J I TOWEl. RADIATOR 1(2) 1XI1 HE.'IlER I.....J I qp OUPlEX RECEPTACLE OUTlET ~ I ~ ~h I 4DcFI GROUND FAULT INTERRUPTOR OUTlET [I] L________~----------------~--------.J ~ HK;HHAT~XTURE !'::, 6'-1" L!!.J 14'-2" L!!.J 6'-1" $ SWITCH !TIJ '6' , 14'-{J' 4' 1/-1" 6,1 $D DIMMER SWITCH ~ ~ IT ~ '- SURFACE MOUNTED mUNG mruRE <:7 28'-1' 'T' AREA CALCULATION ~ ~ -l ~I I I I I I L EXISTING DECK V/.I ~ CMRED PORCH lICK TO MATCH EXT'G .!lI:l!. .!lI:l!. I A I TW11O~2 ~ 11l2XI1 HE.'IlER ,~ I I FOYER ~68 I II I 1, RlS\RS I UP --3> ~ 4~ NET SF ~ I II 17 XI2 I CARPET I II ~ ~II ---1268-------1168-- II , " I I I II ~ I I ~ I II I I I I I II -1 .J W.I.C, I I W.I.C. I I I ! I 3JNETSF I I 39NETSF I - I ClG.HGT: 8' -1' I I CLG.HGT: 8'-1' I I ..J CARPET L --.J CARPET I I I - ~ - ~ I II _______ ______J II ~'-o' , ~'-IO' II - II II II I A I 001052 .<w- (1j2X12 HE.'IlER ~ ln o ' , .~ ... '~ MASTER BEDROOt.t 275 NET SF ClG.HGT: 9'-4' CARPET I .... - >- ---1 ~ EXISTNG DEN 221 NET SF ClG.HGT: 8'-0' ----.. ,.-- :;- be I. J -0 NEW LIVING AREA 568 SF NEW PORCH AREA: 165 SF UVING ROOM ~ <= ~ OWNER ~ ARNOLD & JOINt[ SIMON <:3 1640 lONG ~EW ~E g SOUTHOUO, NY 11971 '" 1l1: 516-353 7351 ~~. -. . o)\:"~ /~~.E(:--:;):; f,:~ ~ ~ '\ Z'~'~ ;s * i!! ' r t~li '.~ / ~ ~~~ . ~ ~ g io1 01;" !l;; ~ ~ i I ~ ~ r- ~ .. ~ iil SURFICE MOUNTED CEIUNG FAN EXHAUST F!IN TElEPHONE TEilllSlON COMBINED SMOKE & CO- 2 OillCTOR EXTERIOR FIXTURE 8 I~ IS ~ -<~ ~[;;j i~ DATE: 04/22/100~ ~: SCALE: 1/4" - 1'-0. '" ~ PROPOSED ~~ 1ST FLOOR PlAN 8'" i~ owe. NAME ~~ A - 5 Gio1 OWG. NO LEGEND ~//QQ/.l EXT'G WALL NEW WALL REMOVED WALL li ~ \ \~ \ C \ I\v - /'vl-J ~~ J/ ~ ~J +-- '- I EXT'G DECK EXT'G RESIDENCE Ii: ~ :; Ij ~ II II ~ II II ~ II ~Ii ~ II~ /. } n~,J~1I NEW ~-i:'I; "" #' :"fu" II NEW "", '\~" II o I~(~:; II ~II I [\; I II ~ II ~ <'" II i..'\:: '..I o *' <1'.)3. II ",," ";.> II " I '11>- ,," tL-_-_-__-__--__ <'~ I ~ ~ ~~~ /' " I /yVEN~~ I ~ "" V/ / 11/ ,,~Cll.lJl1,,-, /:// w, /://7 // / / / /'/' /' ;7 ~/ /'/F /;// / ./// ./ /// /' /:// /' ~/ ./ /' /' 1X4 C.J. 0 14' O.C. ~/ / <'-1& @I'~ '1:f(J 10- ({c: WS ------------- fBI/A ~'('Ol' / "I:i / /~" ,,:t?C // / Arnc " "~01' / -::. / /NODT FOR STORAGt' " ,," 6'::41z> // ,," // ,," // ,," / /' / 30'X30" ACCESS DOOR "" , YVV yyy yy'{VVVY.1 2X8C.J.@16"0.C.w/R-38I~ (1) 1X1 HEADER ~-- c= -----, 1---- I I I I I I I I I I I I I I L_____________--l L____ 2X6 EXTERIOR WAlL w/ R-21 INSULATION MASTER BEDROOM (1101 ^ u V 2XIO F.J. @ 16 O,C. w/ R-19 INSULATlON (3) 2XIO ACO GIROER I i 13 ~ .1;:0- e> .tP "'(" 91"'" Co 1-0'> PORCH . F 1118 /CO F.J. 016' O.C. , , ~ :i ~ , , , VENTED CRAY/LSPACE I I f{2:;a ..-I 1'-0' DIA SONATUBE rr t-O'Xt-O'XI'-D' P.CONC. FTG. ~ I HIP & VAlLEY RAFTER SIZES o , '+ ~ , vvvvvvv,,- ~ - l I I I I I I J --- 1X6 /CO SIU PLATE ~, flR(MOE ACCESS / TO EXT'G Il\SEWENT . , , , ;~ , e> , ;.., z .. ~;a CROSS SECTION A-A ~ ~ R-11 R-11 R-19 ~ n ~ 1 INSULATlON R-VALUES ROOF CUPOlA WH 4 ~NYl ItNTS 11Xla 40 YR ARCH'L GRA/)[ ROOF SHINGLE ON 15 lBS FElT FOllOW MIllUFICTORER'S GUKlEUNES FOR INSTw.,ITION: IN 110WPH REGION: 6 NAIl.S PER SH~ REOU 0 SlINGLE TO WATCH EXISTING 5/a" COX PlYY<<XlO SHEATHING 118 ROOF RAFTERS 16' O.C. 1'-0' \tNTEO ROOF ()I{RH,I,'lG CEILING R-3a INSULATION 1'xa' CEIUNG JOISTS 0 16' O.C. 1/1' GYPSUW BOARD WAlL 1')(6" 16' O.C. 5/a' COX PlYWOOD HOUSE WRAP TRUE-SHAKE VINYL SlDING TO WATCH EXISTING R-11 ~SULATION 1/1" GYPSUW BOARD FLOOR CARPEr 3{4" T&G SUBFlOOR, NAIlED & GlUED 1 xa' flOOR JOISTS 0 16' O.C. R-19 INSULATION 3 X11.375 GLUED-lAW. GIRIlER IN CRAW\. SPICE 1'x6' ACO Sill TffiljITE 5f1ElD Sill SUI. FOUNDATION/CRAWL SPACE 5(a- ANCHOR BOlTS 4'-0' O.C. a POURED CONCREJE WAllS BITUMINOUS COATING W/ 1/1' PARCHING TO MATCH EXfG 1'-4' X a' POURED CONe. FOOTING W/ KEYWAY l' CONCRETE OUST COAT 6 Wll POlY VAPOR BARmER ON COIlP. GRANUlAR 8ll FOUNDATION NOTES EKlerior .an shall be supparted an cOIltinuous sal~ or fut~ grauted masanry Cantinuaus I!OUred concrete foatings shall be supported OIl undisturbed nmural sails or engoneered fill o l' 2' 3' .' 5' ~ ADDITION TO THE w '" S ~ 1;:S ~ \Q ~ SIMON i RESIDENCE I SOUTHOLD ~ !j ~ ;l 15 S ... [oi1 ARCHITECT FRNlK UEllENOAHl P.O.BOX 316 GREENPaRI, NY 11944 TEl 631-477 a614 FAIl: 631-477 1997 w '" ~ OWNER ~i ARNOlD & JOANNE SIMON 1640 lONG VIEW lANE SOUTHOlD, NY 11971 ;o! TEl 516-353 7351 , ..... j j ~~~Q-'1::::~ // -\ . E<. Y,.. ~ II~ ~IJ ~\ *I~I~~ ~ ; \~!( , ~ ~ / "1II~ ':;~ e> ~ ! ' A~ 0 ~ ~., ~ i ~ ~ ~ ~ 8 I~ IS 1S 10' -<15 "'~ I~ DATE: 04/11/1005 "" SC 1/4' = \'-0' .~ AlE: _ "'< ~ ~ CROSS SECTION 8'" i ~ OIlG. NAME ~~ A - 6 Q;;l O'I/G. NO SIMPSON H2 HURRICANE CUP NAILED. FROM RAFTER TO STUD. - TYPICAL ALL RAFTERS 5 - 8d NAILS EACH END APA RATED PLYWOOD TO EXTEND TO TOP OF TOP PLA TE. 1 ST FLOOR ADDITION WRAP + NAIL STRAP ( 4 - 4d NAILS ) AROUND SILL PLATE A T ANCHOR BOLT CRAWL SPACE (2) #4 REBAR5 SECTION ICE SHIELD UNDERLAYMENT REQUIRED - 24" FROM EDGE AL TERNA TE POSITION OF HURRICANE CUP USE SIMPSON H3 PROVIDE 8d COMMON NAILS @ 4" O.C. AT EXTERIOR EDGE OF ALL SHEA THING. HURRICANE ClIP TYPICAL. (2) 1 1/4" WIDE - 20 GAGE METAL STRAPS AT DOORS FOR HEADER TO STUD CONNECTION AND FOUNDATION TO STUD CONNECTION CONNECTION REQUIREMENTS ROOF RAFTER CONNECTION REQUIREMENTS \\fCM TABLE J.J - 10 ROOf SPAN, 16 SPAC~G, MEAN ROOF HBGHT 15 COONECfOR UPUfT LOIll: 616 PlF X 0.8 = 500PlF COONECTOR LATERII. lO!lJ: JJ9 PlF X .8 = 171 PlF COONECfOR SHEN1lO!lJ: 180 PlF X 0.8 = 114 PlF RAFTER TO TOP PlATE lATERAL AND SHEAR CONNECTION \\fCM TABlE J.J A - (PR5CRIP11VE 1<1. TO TABlE J.J) - 9 fT W HBGHT 4-8d COMMON NAILS (TOENAlLED) REQUIRED IN EACH RAffiR AND TOP PLATE UPLIFT STRAP CONNECTION REQUIREMENT ROOF TO WALL Y1fClt TABLE J.J 8 - (PRESCRWTIVi: III TO TABLE J.JI - 10 fT ROOF SP 5-8d COMMON NAILS IN EACH END OF 1-1/4' X 20 GAGE STRAP HEADER CONNECTION REQUIREMENTS \\fCM TABlE 3.5 CONNECTOR UPLIFT LOAD: 1408 X 0.8 = 1126 LBS CONNECTOR LATERAL LOAD: 762 X 0.8 = 612 LBS REQU'O HEADER CONNECTION UPLIFT CAPACIlY: 1041 LBS 1 - 1/4" X 20 GAGE STRAP 8-100 COMMUNS INTO HEADER 8-100 COMMUNS INTO STUD REQU'O HEADER CONNECTION LATERAl CAPACITY: 762 LBS 5-160 SINKERS THROUGH JACK STUD 5-160 SINKERS THROUGH KING STUD UPLIFT STRAP CONNECTION REQUIREMENT WALL TO FOUNDATION WFClt TABLE J.J B - {PRESCRIP11VE IlT. TO TABlE 3.31 - 10 fT ROOF SPAN 5-8d COMMON NAILS IN EACH END OF 1-1/4" X 20 GAGE STRAP SILL PlATE TO FOUNDATION ANCHOR BOLT CONNECTION RESISTING lATERAL & SHEAR LOADS Y1fClt TABLE 3.1 A - (PRESCRW11VE IlT. TO TABlE 3.1) 5/.8: ANCHOR BOLT @ MAX. 72: O.C. OR ~~":f,.... ..';'~~~l'.t..!:.9:.'i~~:..~a;'\l~~~~'xft ~~""~~::":{'~~ ~~_. I ~..~/~1f.!..:~~d-~J.::~.":l.Q).:~~i..~f.l!.j't';,,;':t'i '-:: '.}.~~'f _ 1,/2 ANCHOR BOLT @ MAX. 46 O.C ;~w.q.q!fj€fti!tJ~!'tff$?i,'1tK.1ffi;~l@.~~. '~fi 'g{J.i!t~~~i3'ff{.!.f'tf~,?'tif~#~$.? ;tJ. SILL PlATE TO FOUNDATION ANCHOR BOLT .."'....;o..,.h"","'".;~::1.."'.I""..,,>...'-''Ji.''Cl;.i'!;:,~). ';':OJ '..;<..",.;,,,,,,,.,.,,,,'.\;.w"&"';"~ir~' ".~. CONNECTION RESISTING UPLIFT ~(~t~~~-?,~:~'6'{.\~\Q~,;~;~.~!!S'g-r'~~~~';?l"~ ..t-!\-,!) ~f,~9.t.y~-:~~~#{..1j.~~f.!:..~,:;J:,~.t?"~-&:1:~~ ..'ti....: ......~...K)..v.... ~.{-.,.,.'..e.....~y............,L).......~~";.l~.6~.....,.~ ..., ..;'O!;~. ~""'''y,,,,,",.,,.''.''':..l''~'<.Ir~~''.~''':r~''';;:J"''~~''''>'!;''' ;"t~of.r;.J:<~~\;~':.rb"f.s..'r;~dl';~:.f{fi.:rRl!p:SPJ.:~t;~~~..o~~ "Z": ?-YS'~f~):~'f,,'~'~.:9.~~~J;ir<ff}!ffth~tl;2,~'~"~';,: WFCIlI TABlE J.2 B ',.. ~,'.;'f....."'" _:\'. ...'3..r~"I1-.' .~.. ,'...,,; :,\:-:.-.,."..., ., '~I .' _ ,'".,.,e:; -Tv"~ . ..\....;1.)...,.. .. .".......... ."...... i:timJ,;1&~1't{.1fk~;}H:;,ti~'%~{~71i~1Jltl'#~~ijtii<.~J1;;:.~~"i<{!R.g{ft1..~';:it.f?J.U"!j: MAXIMUM ANCHOR BOLT SPACING: 72 INCHES ~~r5!~;#.r.;;.~-tiy.~.. l!,,!";:'!::.!.';j!..g;--.:;?~.tr:{~:r~p~~~:-:.~~t:\:??l:<<Q:~,~:~.'J':~"~(}lr.7;5::-':...~..,j!,l~.~~.I:..-:;O:\'-!.f.f;.':~~;!ft.! ,..,.. . . "" . . - .. ..... ,. . .... -- . . .. ...... ... ~ ..... .... CONNECTIONS HOLD DOWN + SHEAR CONNECTION CRITICAL PATH 1 1/4" WIDE - 20 GAGE METAL STRAP @ 48" OC. 4 - 8d NAILS NAIL SHEA THING TO SILL PLA 8d NAILS @ 4" O.C. 2 x 6 SILL PLATE TREA TED 1/2" X 12" A.B. @ 46" ac. w / FENDER WASHER. 8" p.C.FnUNDATION W/ 1'-4'" X 8" CONT. FTG. 1 1/4" WIDE - 20 GAGE ETAL STRAP @ 48" OC. MAXIMUM. ACQ SILL PLATE TOP OF FOUNDATION R.O. FOR SLIDING DOOR WITH DOUBLE JACK STUDS ELEVATION S ADDITION ~ TO THE i!: s ~ 1:] ; \Q ~ SIMON ! RESIDENCE ; SOUTHOLD ~ ~ ~ :;;! os s ARCHITECT fRANK UELlENDAHl P.O.BOX 316 GREENPORT, NY 11944 TEl; 631-477 86Z4 FAX: 631-477 2997 '" ~ ~ i!: ~ OWNER ~ ARNOlD '" JOANNE SIII()N i!'i 1640 lONG VIEW lANE <g SOUlHOlD, NY 11971 .. TEl; 516-353 7351 ~ \'5 ~ ~ ~ ~ -<~ <!; ~Io' ~~ DATE: 04/22/2005 ~!1i SCN.E: NTS :~ CRITICAL PATH ~~ CONNECTORS ~ilE ~~ owe. NAME h A - 7 Q;;! DWG. NO ~ ADDITION ~ 2! TO THE s i g I i SIMON i RESIDENCE ~ SOUTHOLD g !;; ~ z o ~ ARCHITECT ~ FRANK UlliENDAHL iil P.D.BOX 316 S GREENPORT, NY 11944 S; TEl: 631-477 8624 ~ fAX: 631-477 2997 ~ "' ~ OI'mER ~ NlNOlD & JOANNE SlIlON <:!i t 640 LONG ~EW LANE g SOUfHOlD, NY 11971 ;oi 1IL: 516-353 7351 ~ SOUTH ELEVATION ~ 8 ~ ~ ~ <~ <!; ~~ t~ DAlI: 04/22/2005 ~~ SCAlE: 1/4" = t'-O' ;oi~ ~ ~ SOUTH ELEVATION ~:!!: 8 ~ ~ owe. NINE ~~ A - 8 Q~ owe. NO -- WEST ELEVATION ~D~ EAST ELEVATION ~ ~ ~ s i u i:i ~ '" i SIMON : RESIDENCE ~ SOUTHOLD ~ ~ ~ ;;I ;;l ADDITION TO THE ARCHITECT fRANK UEUfNDAHl P.O.BOX 316 S GREENPORT, NY 11944 '" Ill: 631-477 8624 ; FAX: 631-477 2997 ~ '" ~ OWNER i~ AANOlO & JOANt[ S1WON 1640 lONG ~EW lANE SOUTHOlD, NY 11971 .. TEl: 516-353 7351 c !IE ~ ;;;j ~ i I ~ ~ - '" Il! ~ OJ ~ ~ ~ ~ --:El =[;j ~~ DATE: rA/22/2005 ~ '" 5CAlE: 1 /8" : I' -0" :! EAST ELEVATION il" lie WEST ELEVATION ~ ~ ~ DIIG. NINE ~~ g;;;j OIIG. NO A - 9 FRAMING NOTES NAILING SCHEDULE TABLE 3.1 - WFCM ~ ADDITION ~ TO THE I Joint Description I Nail Sizes I Nail Spacing I '" :=> 1. N.!. FRAMING LUMBER SHAlL BE GRADE STAMPED ROOF FRAMING I DOUGlAS FIR-lARCH STRUCTURAl GRADE No. 2 OR X Rafter to TAA Plate goe7~ed) - ~all Height: 10 ft, Spacing 16" O.C. (Table 3.3A) 4 - 8d per rafter BETTER. Ceiling Joist to Top late Toe-nailed n~ per joist Ceiling Joist to Parallel Ra ter (Fa6e-nailed/ ) nl each lop ~ 2. ALL SHEATHING TO BE N'A RATED, EXPOSURE 1, 5/8" Ceiling Joist Lops a~r Portitians) Foce-nai ed n 0 each lop Collar Tie to Rafter( Face-na~d n'la per tie MIN. THICKNESS OR AS NOTED. Blocking to Rafter ~-nailed 2 - 8d each end '" Rim Boord to Rafter End-nal ed) 2 - 16d each end ~ SIMON 3. N.!. SUBFLOORING TO BE N'A RATED STURO+FLOOR, EXPOSURE I, 3(4' MIN. THICKNESS. N.!. EDGES OF WALL FRAMING ~ PLYWOOD TO B SET ON SOLID BLOCKING. GLUE AND Top Plate to Top Plate (Fornailedl RESIDENCE NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. 2 - 16d per foot ~ Top Plates at Intersections) Face-nOiled) 4 - 16d jaints-.coch side SOUTH OLD 4. AlL HEADERS 6'-0" AND OVER SHN.!. BE SUPPORTED Stud to Stud Face-nailed 2 - 16d " 24 a.c. i WITH DOUBLE UPRIGHTS, 9'-0' AND OVER WITH Header to Header (Foce-noiled) 16d 16 a.c. along edges TRIPLE UPRIGHTS. ALL HEADERS SHAlL BE A Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2x4 stud MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. 2 - 16d per 2x6 stud 15 5. SOLID BLOCKING SHN.!. BE PROVIDED FOR ALL JOISTS 2 - 16d per 2x8 stud ~ ARCHITECT AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED Bottom Plate to Floor Jaist,Bandjaist,Endjaist or Blocking (Face-nailed) 2 - 16d per foot ::l fRANK UEllENOAHL II 8'-0' O.C. MIN. PRO'v1DE 2" SPACE FOR AIR i2i P.O.BOX 316 CIRCULATION IN ROOFS. FLOOR FRAMING :=> GREENPORT, NY 11944 Joist to Sill J TOP(ote or ~irder (Toe-nailed) ~ TEl: 631-477 8614 6. OOUBLE FRAMING AlROUND N.!. OPENINGS ( sk~ights, 4 - 8d per joist FAX: 631-477 1991 stoirs etc. ) OR AS NOTED ON DRAWINGS. Brid~ng to oist Toe-noiled 2 - 8d eoch end ~ Bloc ing to Joist T oe-noile 2 - 8d eoch end '" '" OWNER 7. DOUBLE UP FRAMING UNDER N.!. POSTS AND PA!RAlLEL Blockin% to Sill or Top t'ote ( T oefnoiled) 3 - 16d eoch block ~ Led~er trip 10 Beom Fornoiled 3 - 16d eoch joist ~ PAlRTlTlONS OR AS NOTED ON DRAWINGS. Jois on Ledger to ~om Toe-rOiled) 3 - 8d per jOist ~ IJlNOlO & JOANNE SIUON Bond Joist to Joist End-noiled 3 - 16d per fist ~ 1640 LONG VIEW ~E 8. N.!. FLUSH weOD CONNECTIONS SHN.!. BE FASTENED Bond Joist to Sill or Top Plote (Toe-nailed) 2 - 16d per oot SOUTHOlD, NY 11911 WITH RATED GAlVANIZED METAl CONNECTORS BY ;oi TEl: 516-353 1351 'rECO' OR N'PROVED EQUAl. ROOF SHEATHING ~ ~~ ~EI ~ ~ Structural Panels 8d 4' o.c. ,perimeter zone ~ 'tl U~L ~ ~ ~ 9. NAILING SCHEDULE SHN.!. BE AS PER THE N.Y.S. other 6 o.c. edges of ~ P9nel, 12' o.c. interior ~ . ~ ~ BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS Diagonal "Boor~ Sheothing " 01 panel ~ .~~1 ~ SHN.!. RECEIVE 5-100 NAILS AT SILL AND PLATE. N.!. EXTERIOR NAILS SHN.!. BE GAlVANIZED. 1" x 6 ,or 1 x 8 2 - 8d per support I x 10 or wider 3 - 8d per support * 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d @ 4' C ElLING SHEATHING \ ~ . ;~~ ~) a.c. EXTERIOR EDGES AND 6 d @ 12" o.c. 11f INTERMEDIATE. Gypsum Wallboord 5d 7" edge / 10' field 11. N.!. INTERIOR AND EXTERIOR FINISHES, FLASHING WALL SHEATHING i;!;l ~ AND WATERPROOFING SHN.!. BE BY AlRCHITECT. Structural Panels 8d 6" edge / 12" field ! . 4 d~~ m 12. AlL ROOF RAFTERS SHN.!. BE ATTACHED TO THE PLATE Fiberboard Panels AND STUD WITH GAlVANIZED HURRICANE TYPE 7 / 16' 6d 3" edge / 6' field CONNECTORS BY 'rECO" OR N'PROVED EQUAl. FOR 25 / 32" 8d 3" edge / 6" field !!lj ! TIMBER PILE FOUNDATIONS, PRO'v1DE HURRICANE ~ CUPS AT AlL PERIMffiR JOIST TO GIRDER ~sum Wallboard 7" edge I. 10' field ~ !i CONNECTIONS. 5d ~ i5 ardboard 8d 6" edge Z 12" field ~ u If! Porticleboard Panels 8d 6' edge / 12' field I 13. ALL PRE -ENGINEERED LUMBER SHN.!. BE GEORGIA Diagonal Boord Sheathing PACIFIC GPI SERIES WOOD+BEAMS AND LVL 1: x 611 .or 1" x all 2 - 8d per suppart 8 PRODUCTS OR EQUAL. N.!. JOISTS, GIRDERS AND 1 x 10 or wider 3 - 8d per support !:! I'S: HEADERS SHN.!. HAVE BEARING STIFFENERS INSTN.!.EO ~ ~ AS PER MANUFACTURERS RECOMMENDATIONS. WEB FLOOR SHEATHING ",51 I~ cs STIFFENERS SHN.!. BE REQUIRED AT N.!. LOAD AND Structural Panels ~~ BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4' l' or less , 8d 6: edge ! I r field t~ DATE: 04/21/1005 LVI. RIM JOIST SHN.!. BE REQUIRED AT FLOOR PERIMffiRS. HANDLING, STORAGE, AND ERECTION OF greater thon I IOd 6 edge! 6 field ~~ SCAlf: NTS COMPONENTS SHAlL BE AS PER MANUFACTURERS Diagonal Boord Sheathing ;oi~ RECOMMENDATIONS. 1: x 611 "or 1" x a" 2 - 8d per support Nailing Schedule I x 10 or wider 3 - 8d per support ~~ Froming Notes 14. AlL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. . Nailing requirements ore bosed on wall sheathing nailed 6' on-center at the ponel ed~e. If wall sheathin~ is nailed ~=< GAlVANIZED MACHINE BOLTS @ 12" O.C.. !:!~ 3 on-center at the ponel edge to obtain higher shear capacities i nailing regUlrernents or structural mem ers sholl 01lG. NMIE be doubled , or altemate connectors , such os shear plotes ,sha be used to maintain the load 11th. b When wall Sheathin~ is Clllltinuous over connected members , the tabulated number of nails shal be penmitted to A - 10 be reduced to 1 - I d nod per foot. Q"" OWG. NO