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Home My WebLink About32309-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY Date: 12/01/06 No: Z-32043 THIS CERTIFIES that the building ADDITION Location of Property: 1580 ORIOLE (HOUSE NO.) County Tax Map No. 473889 Section 55 DR (STREET) Block 6 Lot SOUTHOLD (HAMLET) 15.42 SUbdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 15, 2006 pursuant to which Building Permit No. 32309-Z dated SEPTEMBER 18, 2006 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 COVERED ENTRY & SUNROOM ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to ALDO A DAMIANO (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 7361 11/16/06 PLUMBERS CERTIFICATION DATED N/A Rev. 1/81 f?4A( , Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY.--I~~ r::- r, r- ..- r nEe I LOOS .-J '~. ,',0:cQl,Q_ This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dep!. 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 April 9, 1957) non-conforming uses, or buildings and "pre-existing" land nses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $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 Date. /7... - I ... 0 b New Construction: Location of Property: )5"150 House No. Old or Pre-existing Building: o ft.i 0 Lb PfLt'VE' Street ( check one) .5" c) J T7ft.L. e:, Hamlet Owner or Owners of Property: Pre- f) 0 i) A-Mi fn0 0 Suffolk County Tal' Map No 1000, Section '-(73 ?S)O~J Block OOOb Lot O/j;OL(2.. Subdivision __ Filed Map, _ Lot: _____ Permit No. 32..301l- Date of Permit. q-/?-z,ooG Applicant: AL 00 DA-r-tilrr-O . Health Dept. Approval: Planning Board Approval: Underwriters Approval: Request for: Temporary Certificate Final Certificate: ( check one) Fee Submitted: $ ~~~ Applicant Signature (j?,~. 7 It.{ J..5 Co 2. :?:I~ If.3 Nassau Suffolk Electrical Inspections, Inc. 505-C Lincoln 8t . Riverhead, New York 11901 . Tel: 631-813-2890 · Fax: 631-813.2891 Application: 7361 Date: 11/16/06 Issued to: Damiano Address: 1580 Oriole Dr Village: Southold Introduced By:: I st Class Electric was examined and approved up to the above date and was in compliance with the NEC Attic 1 st Floor 00 2nd floor Hot Tub ResidenliaI 00 Qmrercial Pool Del Garage f>dditionOO Daset, IeIll Switches Receptacles Fixtures G.F.1. Range Hood Smoke Detectors 3 5 2 Fans Dishwasher Washer/Amps Dryer/Am ps Oven Carbon Range/Amps Monoxide 2-Paddle Furnace Oil Gas Heat Zones Whirlpool Ball Transformers Meter Amps Phase Motors Other Equipment Sunroom 1-Zone Ale Out Res A~&WffiAJ;~ jilectrica/5'~ Uw. &, 7-tV~ ffJ.e&duw This certificate must not be altered In any maImer 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. 32309 Z Date SEPTEMBER 18, 2006 permission is hereby granted to: ALDO A DAMIANO 1580 ORIOLE DR SOUTHOLD,NY 11971 for : CONST. OF COVERED ENTRY & SUNROOM ADD TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 1580 ORIOLE DR SOUTHOLD County Tax Map No. 473889 Section 055 Block 0006 Lot No. 015.042 pursuant to application dated AUGUST 15, 2006 and approved by the Building Inspector to expire on MARCH 18, 2008. Fee $ 150.00 lfu;,"- 6L~ , Authorized Signature ORIGINAL Rev. 5/8/02 s~oCti: TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 SPECTION [ FOUNDATION 1 ST [] ROUGH PLBG. [ ] FOUNDATION 2ND [] INSULATION [ ] FRAMING I STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION Ct;hm. pO? WtTfl.K- < , DATE /CJ //t}/O? I I INSPECTOR Lu 3;.. )oc;.:c TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [~UNDATION 1ST [] ROUGH PLBG. [ ] FOUNDATION 2ND [] INSULATION [ ] FRAMING I STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ~~~~~ O"e ~ ~~. ~ DATE /0/;3 /0 ~ / ' INSPECTOR~~ L JJ-)CSJi 2; 765.1802 BUILDING DEPT. INSPECTION ] FOUNDATION 1ST [] ROUGH PLBG. ] FOUNDATION 2ND [] INSULATION ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY ~ REMARKS: . I DATE INSPECTOR 32-3 e;i3- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ~ [] ~NDATION 2ND [ r L [ -v(FRAMING I STRAPPING [ I ] FIREPLACE & CHIMNEY [ ,/' REMARKS:_=ti~~ I fO.J\ Me.., ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION af- ..- (-~nJr DATE 1'1/1 { @I;, INSPECTOR ~ 3;-301<3- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ [ ] F.9JINDATION 2ND [ [ t1FRAMING I STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION REMARKS: .s ,-YClSrS , , ,knL 7l&tl1 DATE 0 J L INSPECTOR 31-3@9-2;- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [] ROUGH PLBG. [ ] FOUNDATION 2ND [] I"",LATION [ ] FRAMING I STRAPPING [vfFINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION I REMARKS. t::::/I ~ ~ QI/ _ P n~7~ DAT~! INSPECTOR I 3L-507~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [] ROUGH PLBG. [ ] FOUNDATION 2ND [] I~TION [ ] FRAMING I STRAPPING [ ~INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION - ~ REMARKS: DATE 1/ ~ DC, INSPECTOR ,A FIELD INSPECTION REPORT i DATE FOUNDATION (1ST) FOUNDATION (2ND) ROUGH FRAMING & PLUMBING INSULATION PER N, y, STATE ENERGY CODE FINAL COMMENTS a-,~~..4~()K.r~ ~, ~' .~ . ~-'P' 'Mh ,~ ,b~. '-"""1 5,yd.~ ~n.~ ~ h~ ,r;?IJ',4L~;W. . ..~<kPj' 2:7. ....m_____ CO .~-~~;3~-~-- ADDITIONAL COMMENTS - -- w U;il \)J~ .%... ,. tnf ~ -LtoJ '" ... -Ell \Jl~ ~ ~() ~ &~ VtoJ ('< ... 17 p '3 ..Q 0 :> ::E o ~ ::u f \)}tol \ ~ ~~ v::l '\1~ TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 # TEL: (631) 765-1802 FAX: (631) 765-9502 www.northfork.net/Southold/ PERMIT NO. 3;:r3di :b BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Contact: Examined Approved Disapproved ale ~ It ,20~ ( /If ,20JJk- Mail to: , J / (t ,201!L , Phone: o/llf-3?3 -/J1.{'t7 Expiration f~ Building Inspector APPLICATION FOR BUILDING PERMIT 'iG I 5 Ola ' ' I - ,J 1 INSTRUCTIONS L- - - ~"'r a,~lic;u;~" ~Qe e6 letely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale, Fee according to schedule. b. Plot plan showing location oflot 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 ofthis 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 ofthe Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. Date AVGvST (J . 20..Q..L ~~~ (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Ow rJvr- Name of owner of premises A L () 0 1) A+f i tf-1v 0 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location ofland on which proposed work will be done: I S80 O{Z;OL~ Dve..iJE $OvT7fa-..D House Number Street tv-y, I Hamlet 1197/ t'L~t. .. / ,).'12- V'Lot , , ...R'.___' J ..I County Tax Map No.1 000 Section Subdivision [;5 Block (, Filed Map No. ~ , ,J (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existinguseandoccupancy S""'Gl.tr fA-t-tit..( Hv'1V:- ~ b. Intended use and occupancy sltMe . . 3. Nature of work (check which applicable): New Building Repair Removal Demolition AdditiorP V Other Work Alteration (Description) 4. Estimated Cost Fee 5. If dwelling, number of dwelling units If garage. number of cars 7. Dimensions of existing structures, if any: Front 3". (). f Rear Height I {, f Number of Stories 01. 58.S' ' (1// rJ-- IIfiiiIJ' 3I,.d' 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Depth Dimensions of same structure with alterations or additions: Front 3b .{}. Depth J/ 3. 02 ' Height / h ' Number of Stories 8. Dimensions of entire new construction: Front ;23 I Rear ;2 :3' Height JD ' Number of Stories I . ~ Rear 586 c:J~ Depth IS ' 10. Date of Purchase Iff, 56 , o cb I; ;2000 Rear /.)7.0 I Depth ;2/3.;;29 I /t'ttfia-e/ JoS#ph -S?~ 9. Size oflot: Front Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance orregulation? YES_ NO-L 13. Will lot be re-graded? YES_NO ~ Will excess fill be removed from premises? YES l NO fJ ;'\ . '5ouih41J(, 14. Names of Owner of premises Jd,; VaM1Ib/f'J/J Address /SfODR.,ofe be.- P~one No. 7(,5 ~a7P Name of Architect !< r /,./,,, ~ N", Address If 1h1#t~:I. i::>>e-. l?oU<<p1l"iJ1,No' 8~J - 0S~ z.. Name of Contractor ../-Se4SIW\!' ~oo"",,> Address $lJo,; (I, ~ #~"'~1l.one'Jlm. 5b '3 -SSKI j)1( ft~~c:flj _ (C7/t/d~.v -rkIb-rOOl<, tV.,! i/7'f1 / 15 a. Is this prope~y within 100 feet of a tidal wetland or a freshwater wetland? *YES _NO _ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES_NO_ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. / 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY oA'\f~UL. ) A/...-6 0 D~; "!'NO being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the OWfV~ (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. 20(k ~~~ Signature of Applicant MELANIE DOROSKI NDTARY PUBLlCbSlate of New'lllrk No. 01 D 4634870 llualified In Suffolk County ~ . . Commission Expires September 3ll; .," :'" ':,~, -- -- I \D(:>6 -SS-0-1c:l. 42.-1 OWNER TOWN OF SOUTHOLD PROPERTY RECORD CARD VILLAGE dU'HtO Id DIST. ~ SUB. LOT ~ viS see. ~ I lib TYPE OF BLD. PROP. CLAS 'J 10 LAND IMP. TOTAL DATE FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND TOTAL BULKHEAD HOUSE/LOT Foundation Bath Dinette Basement Floors Kit. Ext. Walls Interior Finish L.A. Fi re Place z./ Heat D.A. /'.-0 Woodstove BA. /. .nJ J Dormer Fin. B. Attic ZOo Rooms 1st Floor I, -~~ ~ Driveway Rooms 2nd Floor ~ I is '--------~_.----..--~.~,-..;~"-'-~~____....:..._;~c cJ.1)i~)l -=' ~ 7:J..., ;Z ==- 33~ Extension Extension .aatieo c.. orch - 1/"2.- Deck m Ac- ,:<:2 X:L3 ::: So Garage b.B. Pool . IPI p If /; ~ ~~ , I 14i'n /' .2) ~ :i ITY . COLOR / ( / J ,/ kLL( / / TRIM i:. i.' . ..// Certifications Indicated hereon signify that this plat of the hereon described property Is a true and correct representation of 0 recent survey made and plotted under my direction in accordance with the existing Code of Practice for Land Surveyors by the New York State Association of Professional land Surveyors. Said certifications shall run only to the person for whom the survey Is prepared and on their behalf to the title company, governmental agency and I.nding InstitutIon listed h.r.on. ThIs certification I. only for the londe described hereon, It's not 0 certIficatIon of title, zonIng or freedom from encumbrances. Certifications are not transferable to additional InstitutIons or subsoquent owners. ORIOLE DRIVE - --- R-S09.07' \ / N 8Tl58'30- E FE -- l-91.79' 22.77' --..f-- 1.l'S -- O.3'W STAKE tI FOUND 110.00' . 2 'tl 1e~ I'j .. d .. ~ lIlI f\I " '4 ~ .. ~ Ii 0 19.8' 36.2' '" 2 STORY .; '" ~Dlri DWELLING '" < '" NO. 15BO 22." 5 GARAGE ~ ;z i '" i! iii 22.6' LOT 3B LOT 40 LOT 39 1&.1 . ~ - .-Hi- - -;J I~ - sEl'El" III .---:;::-- D~,",,~~g .... - - \...\l'lE L- taf1\.ED II - fE"eE ~ ~ ~.A\I'<II.INI< r -{;; MAP 1.2'S - - '20. VI \...,s 5 55"58 57' \ " 74. ~ ,,~ .--.-:;;--- y.. fENCE AI" .0" ~'1. L1"" \ C'l""D P~:;.... H'f-'I.---C"~'" \ C-<I"i'( '* ""01:o~;O. If' (/""~ Jr~ \ -<I""~., O"i'.\.!()- 1- DRAINAGE -<1""0'* 'v)- Co " ::; AREA eM, SURVEYl7y~"i' ~-<I"" / f VIEW: SURVEY (j ... - - - ~ . ~ , , / .. !'l III .. 2: LAND NOW OR FORMLY OF HERBERT R. MANDEL & RICHARD ISRAEL The offsets or dimensions shown from the structures to the property Jines are for a specific purpose and use and therefore ore not intended to guide In the erection of fences, retaining wolls, pools, patios, planting areas, additions to buildings and any other construction. Subsurface Conditions not shown. Easements, Rights-of-Way of Record, If any, not shown. Property corner monuments were not placed os a port of this survey. ~ Barrett, Bonacci & Van Wee Ie, P.c. CIVIL ENGINEERS/SURVEYORS/PLANNERS 175A Commerce Drive, Hauppauge, NY 11788 TEL631/435~1111 FAX6311435~1022 www.bbvpc.com UN AU THOR/ZED AL TERA TION OR ADOl1l0N TO THIS SURVEY IS A VIOLA TiON OF SECTION 7209 OF NEW YORK STATE EDUCATION lAW LOT, 39 BLOCK, MAP Of: HIGHPOINT MEADOWS SECTION 2 fiLED: MARCH 19, 1990 NO. B911 CO. SUFFOLK SITUATED: SOUTHHOLD TOWN OF SOUTHOLD CERTifiED TO: TITLE NO.' @ 2006 REVISIONS, B.B.Y.,r.c. COPIES Of THIS SURVEY MAP NOT BEARING mE LAND SURVEYOR'S EMBOSSED SEAL AND SIGNATURE SHALL NOT BE CONSIDERED TO BE A TRUE AND VALID COPY. DR, ,)JD CH. GJB SCALE: ,. - 30' JOB NO.: A060707 DATE, AUGUST 3, 2006 DIST. 1000 SEC. 55 BLK. 6 LOT 1 ~;.42 M:\Da06\AQ60707\dwg\A060707.dwg, Model, 8{7{2006 9:50:43 AM, \\{Public)\SUR~CAD_U, Barrett, Bonacd & Van WeeJe{ JJD 09/18/2006 15: 55. FAX S.,. I t-OS Ir'41R1 F,II"'.., ....... Sala, ntZl"0~t v. _, '. -. ... ~ '. . ~" 'U f '... r .'. t ,~< c, : L':';~.~i - fvllr s.a... ~"'" \1.( Septel1.iler 18. 2008 ~ Paic:la ConkIn "OWI'I of Sou\tIoId MUl Rc.d Souttlold, NY 1197'\ I4J 002/002 1-01T P 'IZIOGZ ~15~ ~~"~"'~.....r0Jr~ 1--- ... ,.-, " , ~ j \! SEP I 8 2J6 I L-_.u ...._1 L.lC0L~:;"8iJs~lj~r~-JLf) " _...; ~ ~: OIl:nlMa RelI'If9o ~ 1510 0ri0I8 Drive SouIhoId. NY '1871 Dear MIa. Conklin: At your rtCIl_ MI. David hID>> ltNiawtId the lllana for'" sunroqrn addition - the.1btJve nIft... ud PIo.ect lIfICI tall d U1J...llIl1Clllat the blIIIInc:ed &now Ill-' of 38pIf wIIt18 unfolm drtIllolld of 7pafl$ ~ -'- fortl1e eun."OOm ~ Th5 combined dellan Ioed of4Oplll'1a CllIkuIlltecl wing ACtion 7.7 ddleASCE 7.os 8fId oWUId requn II .,. MImttUII roof PIl'. ",tn ...,. llelIrn8. PIone feel fIN to contact me with any qUestions. smr:er.\y, . .s' -..-~~ La\'IIMnce Filch..-. PE Fo,,,. s.aaon. Soler PmdUcla Consulting Ettgitrfler . c~:'.:=~ PIION'I:. It"", .&till ...1 'U, li48'7\.am ...... 8 . ..- ~').t..!L_. ~.._- ~ .. $ [Ii SllOI ,..-'1:"-'."-_0/11(, 1fJ117.1 . ""':';;'l6J1J!,A).-' _(611, ~O. _._~ ^II ~lt""'~A.& .,0\ C.....av Certifications indicated hereon signify thot this plat of the hereon described property Is 0 true and correct representation of a recent survey made and plotted under my direction In accordance wIth the exIsting Code of Practice for Land Surveyors by the New York Stote Association of Professionol Land Surveyors. Soid certiflcotions shari run only to the person for whom tho survey is prepared and on their behalf to the title company, govetrnmental ag(llncy and Icmding Institution Ihltetd horeon, nl/1lI cef'tlflootlon is only for the la.,d9 described hereon, It's not a certification of title, zonIng or freedom from encumbrances. Certifications ore not transferable to additional institutIons or subsequent owners. FE 1."5 O..3'W '" o OICl l'l c I'j - l'l " -- L-91.79' \ / N 67'58'.30. E 22.77' --.J'--- 110.00' 00. ,po .r , t)q' '1.'.J ORIOLE DRIVE -- R-809.07' -- STAKE FOUND .. ~ l'I to 10 I~ ). ~ ~ ~ Q LOT 40 ~ \~ \'3) \~ \l Y2 9. (__ 19.B' ~ FE O.5'W GARAGE ~ N 22.1' ~ ~ o ~ " i? ffi .36.2' ~ " ~ , ~ o Q o d~ ~z ~~ " '<0 ~ < " 2 STORY ~ DWELLING NO. 1580 22,0' LOT .38 LOT .39 III ~ '>--.. 4-'1,0 r- -- -- :::El':1 l/) ~ / D"^,"^GEpEl' pV - - UNo. L "",,,\.ED M^ - K fE"cE \f:!Y ~",\~UN. / ~[~ .--r- -~-:'< MAP '.2'5 .-~.,,\..., 1,'5 ':2.0 .... 5 55'56 51' \ " 1'" J ~ ~ fE"CE ~ U"K \ \ \ . o !'l .Jp- I~ - -- -- -- ~ . o !') - !'l III - , , . FEO N 1.4'[ "~,, (-'lA,O 89'aoA":,-... '~~ ,~ 'Y. ""'10~ .i) ".-^ C-'I tvo~-3.~O' w fi;;O ":i f?( '* Of? (I^, i"'0 -'ltv Of:' f:'Of? I:: II rlyOtv A1()- It -'ltvO'* }- C " ;; rly OD, / ~ LM: SURVEY E:f? "tv cl 'v1EW: SURVEY U The offsets or dimensions shown from the structures to the property fines ore for a specific purpose and use and therefore ore not intended to guide In the erection of fences, retaining walts, pools~ patios, plantIng areas, additions to buildings and any other constructfon. Subsurface Conditions not shown. Easements, Rights-of-Way of Record, if any, not shown. Property corner monuments were not placed as a part of this survey. LAND NOW OR FORMLY OF HERBERT R. MANDEL & RICHARD ISRAEL DRAINAGE AREA ~ Barrett, Bonacci & Van Wee Ie, r.c. CIVIL ENGINEERS/SURVEYORS/PLANNERS 175A COlllmerce Drive, HouPPiluge, NY 11788 TEL631/435-1111 FAX 631/435-1022 w\vw.bbvpc.com UNAU THOHIZED AI- lE".RA lION OR ADD! liON TO THIS SURVEY IS A VIOLATiON OF SECTION "/209 OF NEW YlmK STArE" EDlJGA lION LAW . LOT: .39 BLOCK: MAP OF: HIGHPOINT MEADOWS SECTION 2 FILED: MARCH 19, 1990 NO. 8911 CO. SUFFOLK SITUATED: SOUTHHOLD TOWN OF SOUTHOLD CERTIFIED TO: TITLE NO.: @ 2006 REVISIONS: B.B.V., P.c. COPIE'S OF THIS SURVEY MAP NOT BEARING Tl-IE LAND SURVEYOR'S EMBOSSED SEAL AND SIGNA TlJRE SHALL NOT BE CONSIDERED TO BE A THUE AND VALID COPY. DR.JJD CH. GJB SCALE: 1" = .30' JOB NO.: A060707 DATE: AUGUST .3, 2006 DIST. 1000 SEC, 55 BLK. 6 LOT 1!;.42 M:\Da06\A060707\dwg\A060707.dwg, ~lodel, 8/7/20069:50:43 AM, \\[Publlc]\SUR_CAD_U, Barrett, Bonacd & Van Weele / JJD , oj. GF'NF'RAI Nn'm=:. 1. THE CONTRACTOR SHALL VERIFY CONDmONS IN THE FIELD AND IMMEDlAlELY NOTIFY ARCHITECT OF Nf( CONDIT1ON NOT ~ ASSUMED. HE SHALL TAKf FIELD MEASUREMENTS AND BE RESPONSIBLE FOR THE SAllE. 2. PRCMDE AU. NECESSARY SHORING AND BRACING ~ REQUIRED FOR THE SAFE INSTALlAllON OF THE NEW CONSTRUCllON AND PROTECTION OF THE ElCISI'ING CONomoNS. 3. NO NOn: OR L.<CK THERE OF SHALL BE CONSTRUED ~ REUE'IlNG THE CONlRAClOR FROll EXECUTING AU. THE WORk IN ACCORDANCE WITH THE BUILDING CODE OF NEW YORK STATE, THE RESlDENT1Al. CODE OF NEW YORK STAlE .t AU. LOCAL REGULATIONS HAYING JURISDICTION. 4. FRAMING UUMBER SHALL BE STRESS RAlED ~ FIR-LARCH OR SOUTHERN PINE RAlED 800 PSI MIN. FOR BENDING, BRIDGING S' -0" DC MIN. .t ENDS, DOUBLE JOISTS UNDER PARTITIONS. SOUD BLOCKING UNDER PERPENDICULAR PARTITIONS. CATS IN AU. PARTITIONS. 5. AU. LVL IIEAllS SHALL BE "TRUS JOIST-MACMlWAN" WITH MIN. STRUCTURAL PROPERTIES ~ FOI.J..OWS: FB-28DDPSl, FV-285PS1. F'CPERP-75OPS1, FCPAR-25IOPSI, E-UOO,DDOPSI, CFN-7.35. S. MIN. (2)2"XIO" HEADERS OVER AU. OPENING UNLESS OTHERWISE NOlEO. 7. PROVIDE STRUCTURAL METAl CONNECTORS BY "sIMPSON STRONG TIE" OR APPRO\IEll EQUAl AT AU. BUTT CONNECllON OF STRUCTURAL MEMBERS. S. AU. COHSTRUClTllN TO MEET THE REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE, THE RE5IDENl1Al. CODE OF NEW 'tORk STATE, THE ENERGY CONSERVAllON CONSTRUCTION CODE OF NEW YORK STATE, AND AU. LOCAL ZONING RULES II REGULATIONS. 8. FIRE STOP AU. CONCEAlED SPN::ES WITHIN WAlLS, ATTIC, CORNICES. AROUND FLUES, AND DUCT OPENINGS (MIN. 2J( UUMBER OR OTHER APPRO\IEll MATERIAL) ~ PER RESIDENTIAl CODE OF NEW YORK STATE, 45 MINun: FIRE PROOF SELF CLOSING DOOR TO -. 5/S" TYPE"X" WAlL BOARD ON AU. GARAGE STUD WAlLS .t CEIUNGS COMMON TO HOllE. 1/2" lYPE "X" GWB ON HOME SIDE OF COIlMON WAlLS. 1 D. INSTAlL AlL WATER, W~ SOIL. AND VENT UNES IN .ICCORllANCE WfTH THE RESIDENTIAl CODE OF NEW YORK II THE PUUMBlNG CODE OF NEW YORK STATE, 11. ELECTRICAL INSTAU.TION SHALL COMPLY WITH THE NA110NAL ELECTRIC CODE .t THE RESIDENTIAL CODE OF NEW YORK STAlE, AND THE RULES .. REGUlATIONS OF AU. LOCAL AUTHORITIES .t ununES. AlL ELECTRICAL WORk SHALL BE UNDERWRIlER APPROVED, 12. THE ARCHITECT SHALL NOT BE RESPONClBLE FOR THE ACTS OF OMMISSION OF THE CONTRACroR OR Nf( SUB-CONlRAClOR OR NlENTS OR Nf( OTHER PERSONS PERFORMING THE WORk. 13. THE ARCHITECT IS NOT RESPONC1BLE FOR THE MEANS .t METHODS OF CONSTRUCTION NOR THE SAfETY ON THE JOB SITE, AND THESE RE5PONSIBlUTIES ARE INlENDED TO BE REMAIN SOLELY THOSE OF THE GENERAL CONTRACTOR. 14. THE ARCHITECT IS NOT RESPONSIBLE FOR OBTIANING ANY BUILDING PERIotI1'S AND/OR VARIANCE APPROVAL. 15. AU. DIMENSIONS ARE TO FACE OF STUOS OR CENTERUNE OF 1lEAIIS. THE CONTRACTOR SHALL VERIFY AU. DIMENSIONS PRIOR TO SECINNlNG CONSTRUCTION. IS. FGUNOI.TlONS ARE TO BE PLACED ON UNDISTURBED SOIL WITH AN ~ED SOIL BEARING CAPN:ffY OF I TON. MINIWM STRENGTH OF POURED IN ~P1P) CONCTETE IS TO BE 3DDOPS1 MIN. AFTER 28 OI.YS. EXCEPT SLABS .t STAIRS 16 WEATHER WHICJ WILL BE 35OOPS1 MIN. AFTER 28 OI.YS 17. ANCHOR BOLTS TO BE ""IlIA. MIN. .t SHALL BE SPACED AT 3'-o"OC MAX.. 12" FROll AU. CORNERS, MIN. 2 BOLTS PER SILL SECllON, MIN. 7" EMBEDIlENT, AND SHALL BE HOOKED. IS. AU. EXHAUST SYSTEMS SHALL HAVE SHUTOFF Ilo\MPER AT THE BUILDING WALL WITH MAX. LEAKAGE OF 2OCFM. ATTIC VENTILATION PRO'IIDES ISF FREE VENT FOR EACH 8DOSF OF ATTIC SPACE. INTERIOR TOILETS SHALL BE VENTILAlED WITH 1 DDCFM EXHAUST FANS ON A SWITCH. 19. AU. SHOWER DOORS .t OTHER GLASS LESS THAN 24"m SHALL BE TEMPERED (MIN. 3/16" THICK) 20. STAIRS SHALL BE 38" WIDE, MAX. RISER S ll" (MAX. VAR. 3/S"), 8" MIN. TREAD, MIN. HEADROOIl SHALL BE S' -S", LANIllNG SHALL BE REQUIRED FOR AlL STAIRS WITH MORE THAN TWO (2) RISERS, LANDING WlOTH SHALL BE NOT LESS THAN THE DOOR OR STAIRWAY SERVED AND SHALL HAVE A MIN. DIMENSION OF 38" M~ IN THE DIRECTION OF lllAVEL. 21. AU. STAIRS WITH OVER TWO (2) RISER .t AU. LANDING SHALL HAVE HANDRAILS. HANDRAILS SHALL HAVE A QRCULAR CROSS SECTION OF AT LEAST Ill" .t NOT GREATER THAN 2". IF NOT CIRCULAR THAN A PERMIMEml DIMENSION OF AT LEAST 4" ANO NOT GREATER THAN 8 ll" WITH MAX CROSS SECTION DIMENSION OF 2 ll". 22. GAUROS ARE REQUIRED ON PORCHES, BALCONIES, RAISED FLOORS, DECKS LOCAlED 30" OR MORE FROll GRADE OR FLOOR LEVEL. ALSO AU. STAIR WITH GREATER THAN 2 REISERS. GAURDS SHALL BE A MIN. HT. OF 38" EXCEPT STIRS WHICH CAN BE 34'. THE GAUROS SHALL BE OF SIZE ~ TO NOT ~ THE PASSAGE OF A 4" SPHERE. 23. PATCH .t REPAIR EXISTING WORk TO REllAIN .. MATCH NEW CONSTRUCTION. 24. AU. LUMBER EXPOSED TO ELEMENTS SHALL BE ACQ TREAlED AND SECURED WITH NON-CORROSIVE HARDWARE (BOLTS. NAlLS. HANGERS, ETC7). 25. ARCHITECT RECOMMENOS ALL SETIlACKS BE VERIFIED BY A UCENSED LAND SURVEYOR BEFORE PROCEEDING WITH CONSTRUCTION. 28. AU. EXCAVATlONS SHALL BE FREE OF Nf( ROOTS .t DEBRIS. 27. MIN. CRAWL SPACE VENTAlATION SHALL BE IlIN. lSF/I5OSF OF UNDER FLOOR AREA, WITHIN 3FT OF EACH DORNER. 28. UNTREAlED WOOD TO SOILS CLEARANCE SHALL BE IS F1IlWlWS: JOIST MIN IS", GIRDERS MIN. 12'. 29. JOIST BEARING IlINIMUMS: ON CONCREn: 3", ON WOOD PLATE I "", JOIST LAP MIN. 3" .t 3 100 NAlLS. 30. AU. TOP PLAlES MUST BE PAPPED II FACE NAILED 100 MAX 24"OC. 31. USE 118GA. STEEL STRAPS OVER NOTCHES OF !lOX OR GREAlER OF TOP PLATE. 32. WALLS PERPENDICULAR TO JOIST MAX . OFFSET FROM GIRDER SHALL BE 1 NOMINAl JOIST SIZE. 33. STUD NOTCHING .t BORING: a. BEARING OR EXTERIOR WALLS: MAX NOTCH 2SlI, MAX. BORING 40X b. NO BEARING WAlLS: MAX. NOTCH 4OX, BORING llOll c. NO HOLE ALLDW.IIllE CLOSER THAN 5/8" TO FACE OF STUD 34. NO DUCT OPENING ALLOW.IIllE IN GARAGE. OR OPENINGS FROR GAJWlE TO SLEEPING AREAS. 35. DOOR FROll HOUSE TO GARAGE MIN. 45 MINun: FIRE RATING OR 1 3/S" SOUD CORE. AlSO W/SELF CLOSING HINGE. 38. AlL HVAC WORK SHALL BE DONE IN ACCORDANCE w/AlL CURRENT CODES 37. AlL STAIRS .t BALCONIES MUST BE POSITIVELY ATTACHED (NOT TOENAlLED) 38. AlL LANDINGS SHALL BE A MIN, OF 3S" IN DIRECTION OF TRAVEL. zo.\ II \ -*- ~\'j;~'; ~~ .... '6 NOlES: -l I. THIS PLOT PLAN IS FOR REFERENCE ONLY, FOR AIlDITIONAL ~ \ INFORMATION SEE SURVEY PRCMDED BY A UCENCED LAND <:. SURVEYOR. i-1 2. LOT COVERAGE CALCS. "'. \ LOT SF: 25.810 EXISTING: 1519SF (5.!llI:) PROPOSED: ISll4SI' (7.~) 38. FLOOR OR LANDING REQUIRED AT EACH SIDE OF EXIT DOOR, TOP .t BOTTOM OF STAIRS. DOOR MAY NOT SWING OVER LANADlNG (EXCEPT SCREEN DOOR), FLOOR OR LANDING MAX. 1 "" 8ELOW THESHOLD. EXTERIOR DOOR LANDING MAX. S" BELOW THRESHOLD. 40. EGRESS REQUIREMENTS: SILL HT. 44" MAX. ABOVE F.F.. 5.7SF CLEAR OPENING, MIN. 20' WIDE CLEAR OPENING. MIN. 24" CLEAR HEIGHT OPENING, NO WINDOW WITHIN 3FT OF PROPERTY UNE, WINDOW WELLS MIN. 9SF .. 3S" MIN DIM.. WINDOW WELlS MORE THAN 44" BELOW GRADE MUST HAVE PERMANENT LADDER. 41. RAFTER TIES - MIN. 1"X4" 0 4'OC MAX. 42. ATTIC VENTILATION: VENT EACHENCL. ATTIC II RAFTER BAY, 1/8" TO "" MESS SCREEN OVER OPENINGS, NET AREA OG OPENING MIN. 1/15OTH OF VENTED AREA OR 1/300TH IF !lOX - 80lI OF VENTING NEAR TIO OR VAPOR BARRIER 43. STRUCTURAL SHEATHING/BRACING SHALL BE PLYWOOD 5/1S" MIN FOR STUDS 1S"OC OR 3/S" FOR STUDS 24 "Dc. FIBERBOARD 16" MIN FOR STUDS IS"Oc, GYPSUM BOARD NAlLED 07"Oc, BUOCK AU. HOR2. EDGES. 44. TEMPERED GLASS REQUIRED FOR AU. SHOWER/TUB DOORS. 45. MIN STAIR HEADROOM SHALL BE S'-S", MAX RISER HT. 7 ?", IlIN. TREAD WIDTH 10". RISER OR TREAD MAX DlFFERENT1Al. SHALL BE 3/8' IN Nf( FIJGHT 48. GAURDRAILS ARE REQUIRED FOR Nf( WALKOFF GREATER THAN3Q" ABOVE FLOOR OR GRADE, MIN. HT. 38" (34" ON STAIRS) MAX OPENING SIZE LESS THAN4" (8" FOR TREAD/RlSER/RAlL TRIANGLE) 47. HANORW.S ARE REQUIRED IF 2 OR MORE RISERS. RAlLS HT . MIN. 34" MAX 38", GRIPS MUST BE I ll" - 2" CIRCULAR CROSS SECTION OR IF NOT CIRCULAR SHAlL HAVE PERIMEml DIM OF 4" - 8 ll" WITH MAX CROSS SECTION DIM OF 2 ll". MAX PROJECTION INTO STAIRWAY SHALL BE 4 16", ENOS SHALL RETURN TO WAlL OR NEWEL POST. 48. TEMPERED GLASS REQ'O FOR: VERTICAL EDGE LESS THAN 24" OR ODOR SWING, IlOTTOM EDGE LESS THAN lS" FROM FI.OOR OR GRADE. IF WALK THROUGH HAZARD EXISTIS EXPOSED AREA OF PANE GREATER THAN 8SF. ' 48. NATURAL UTE SHALL BE MIN. 8lI OF FLOOR AREA IN HABITABLE SPACE. BATH ROOMS !SF OR ARI1FICAL LIGHT .t VENT. SO. VENTILATION SHALL BE MIN 4ll: OF FLOOR AREA OR MECHANICAL OF .35 AIR CHANGES/HR OR ISCFM/OCCUPANT 51. SMOKE DEn:CTORS SHALL BE HARD WIRED w/BAmRY BACKUP, REQUIRED IN EACH BED ROOM II ADJACENT HALL, AT ~ I REQUIRED ON EACH STORY .t _EMENT MUST NE INTERCONNECTED .t AUDIBLE FROM SLEEPING AREAS ' 52. GRADE SHALL BE FAlL MIN. OF 8" WITHIN 10' OF FIOUNOI.11ON WAU. 53. CONCRETE .t lIASONRY FIOUNOI.TION WAlLS SHALL EXTEND ABOVE FINISHED ADJACENT GRADE A MIN. OF 4-. 54. THESE DRAWINGS .t SPEClFlCATlONS HAVE 8EEN PREPARED UNDER THE SUPERVISION OF THE UNDERSIGNED AND TO THE BEST OF THE UNDERSIGNEDS KNOWLEDGE, SEUEF, AND PROFESSIONAL JUDGEMENT ARE IN COMPUANCE WITH THE RESIDENT1Al. CODE OF NEW YORK STAlE. !55. AU. ELECTRICAl. WORk SHALL BE DONE IN FULL ACCOROI.NCE WITH CURRENT CODES A. AU. EQUIP. INSTALLED OUTDOORS .t EXPOSED TO WEATHER SHAlL BE WEATHERPROOF B. IlOTTOM OF RECEPTACLES .. SWITCHES SHALL BE LOCAlED 5" ABOVE COUNTER TOP UNLESS NOn:o OTHERWISE C. RECEPTICl.ES SHALL BE INSTA!iER PER RESIDENT1Al. CODE OF N.Y. STAlE SECTION E380I, RECEP11Cl.ES WITHIN 8'-0 HOR2. OF SINK. LAV.. OR TUB SHALL BE GFI D. WAlL SWITCHES TO BE MDUNlED 48" ABOVE FIN. FL. E. AlL SMOKE DETECTORS TO BE WIRED IN A MANNER SUCH THAT THE ACTIVATION OF ONE WILL ACTIVAlE AlL WIND UPlIFT DESIGN WOOD''''' CONITItUCITON MANUAL POIlONl &TWO PMlLY awaa.... (HIt IDITIOIIJ SEC110N 3.2.2.1 ROOF ASSEMBLY TO WALL ASSEI&.Y TABLE 3.4 SEC110N 3.2.2.2 WALL ASSEMBLY TO WALL ABS!MBl. Y TABLE 3.4 SECTION 3.2.2.3 WALL ASSEMBLY TO FOUfC)AnON TABLE 1.2, lAB, I.2C BEC11CH 3.2.3.1 HOLDDOWNS TABLE 3.17 SEC110N 3.2.4.1 ROOF SHEATHING TABLE 3,10 S!C11ON 3.2.4.2 WALL SHEATHINa TABLE 3.11 SECTION 3.2A.3 FLOOR SHEA lHNG MIN. eo COMMON NAILS. 6"OC CENTER OF PAN. &.1roc IIIELD BEC11CN 3.2.4.4 ROOF CLADDtNG PERMAN=. RECOUMErc.\nONS SECTION 3.2.4.5 WALL CLADDING TABLE3.11 SEC110N 3.2.&,1 RIDGE ~PS TABLE 3.6 SECT10N 3.2.5.2 JACK RAFTERS TABLE 3.11 SECT10N 3.2.6.3 NCN-I.CADSEARlNa WALL ASSEMBLIES TABLE 3,4C SECTION 3.2.5.4.1 HEADERAPI)JOR GIRDER TO STlJD TABLE :1.8 SECl1CN 3.2,15.4.2 TOP & BOTTOM PLATE TO FULL HT. SnJOS TABLE 3.M ARCH, 1" -60' -0" PLOT OWNERSHIP OF DOCUMENTS THESE DOCUMENTS AND SPECIFICATIONS ARE THE INSTRUMENTS OF SERVICE AND SHAlL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS EXECPT BY WRIT1EN AUTHORIZAllON OR THE ARCHITECT. THESE DRAWINGS CAN NOT BE REPRODUCED IN PART OR WHOLE WWITHOUT WRITTEN PERMISSION OF THE ARCHITECT. ct_..Goa CJ1tw1. 'n>m " c SU ectto Dama Ground Siesmic Snow load Speed (mph) Desigl Cate~r)/ Winter lee Shield Design Und8l'll!lymert Flood Temp ReqIJred Hazsrd Weathering FroslUne Depth Termites Deca~ 45 sf S"'.. ,.. Mod to Heall SII h1kiMod. 11 v.. No TA8LI R4U.2 ......... INCPIID COM. . .JIITIIIING'TH OF COHO..,. MINIMUIIIPSCP.DCOMI'REIIM! STMNG'I'H" WlATHlNNG POTIN1W, . lOll! ,,,. TYPI OR. LOCA nON Of CONCR!TI! CONSTRUCTION lE OT EXP06EO TO I/llEA THER SEhlENTSlA8SANO INTERIOR SlABS ON GRACE EXCEPT RAGE OORS S . SEMENT\o\IAlLS. FOUNQA ON WAIl..S. EXTERI WALLS, o OTHER V C\L WORK TO~THER RCHE ,CARP SLABS N EO ER o GARAGE FLCX>R SLABS ~ 81 1 POUND PER SQ, INCH. 6.ll!J5ktJa "00 . 2.5110. ',500 ',500 2,500 3.0004 3.000"" 2.500. 3.0004 "00 3.5111. aAT2IQAV9psl b. 8!l!T,IJ!ILER3012(1)IN ~oelmALBUILDlNG C<XEOFNEWYORKSTATeFOFlWEAlHERINGP01'elTlAL FEE: c. COtICFlCTE IN lHESE LDCATIOHS IMYBE SUBJECT TO A*:EZINGANO tHAWiNG QURlNG CONSTRUCTION THERFORE AlR-alTR.lIMOTI IN NoCORlW<lCE WITH FOOTNOTE d 1'\1 d, CONCRETE SHAU..llE AlR-ENTRAlNED, TOTALAlR CONTI!NT(pmc:aT BYVOLUME OFCONCFlETE)SIi4.LL NOT BE LESS 1'HAN ~PERCeNTOR MORE THAN 7PERCENT. e, SEE SECl1QN A4D2_21Y' THE rESlOENTlAL aulLDIlolG COO! OF NEW VORKSTATE FOR M1HlliIJlo1 CEhleJT CONTENT TABLE R301 A __ UNlFOIlILV DlltR8UlEO LIVIi LOADS N D lDl..IAA FO .~T, \)~. fir~~ O~\O~1' ->\~ :11 <>.09. , ~.." 19 \....~./ RIOR BALCONIES CKS ASSENGER VEHICLE GARAGES :rnCS'MTHOUTSTORAGE HICS \/VlTH STORAGE OOMS OTHER TKAN SlEEPING ROOMS LEEPING ROOMS STAIRS UAAORAllS 5 HABDRAJlS I!Ible laken from Residertiel Code of NYS ~. , ',\. ~. <" PROPOSED '<i! SUNROOM ,~ '"'. DRAWN BY: RJW CHBCKBY: RJW REVISIONS: z~ >/<... '? PLAN DWG. NO. ~ o. . lJ) 0..- /0' ",,:r; N89"54"O"W 53.3' Al , o I in , CO I j-.. I I g . I ~ I ,I I 12"'~ 15" ~ N SO il 'I (2)2"X10"-8 (2)2"x10" Ira' _ _ I L.; :J I I u I e I I , I 12" ~ 15" W- ~M Ir. ~ (2)2"x.!E" r::I (2)2"x10" , N "- ~ ~ I j-.. S" 5'-1" 5'_9" r ~ (2)2"x10" 4"x " ACO POST w/12~ PIP CONC. PIER (TYP @ lANDING) EXIST. CONC. FOUND. 2"x10" lEDGER 15" ~ rei L.::.J 15" ~ (2)2"x10" r::I (2)2"x10" -"C'T- L 15" SO 15" SO I I I I 15"1 ~ 2)2"x1 0" ~I 4 "x4" ACO POST w/PIP CONC. PIER (TYP) 1/4' = 1'-0' PARTIAL FOUNDATION PLAN 2"xS" -16"OC w/ 5 1/2" INSUl & VAPOR BARRIER 1/2" EXT. GRADE PLY. "SIMPSON STRONG TIE" LUS2S-2 OR EO. @ SCALE: 1"=1'-0" (2)2"x 1 0" "SIMPSON STRONG TIE" PC44 / EPC44 OR EO. 4"x4" TREATED WD POST ff ~1' \~ B" . N o . o , o . I~ ;"'::0 @ FOOTING DET It/I- F1 SCALE: 1"=1'-0" "FOUR SEASONS" SUNROOM COMPONENTS 2"xS" -16"OC ACO TREATED o "SIMPSON STRONG TIE" LUS2S-2 OR EO. @ SCALE: 1"=1'-0" 4"x4" ACO TREAT WD POST "SIMPSON STRONG TIE" CB44 OR EO. R J WIND ARCHlTECf, PC CONCRETE FOOTING 3000PSI MIN. 4 Anthony Drive ROCKY POINT, N.Y. 11 n8 PH: (631) 821-8882 F'o", (831) 821-8882 PROJECTNAME: V.I.F. SOIL BEARING CAPACITY OF 2000psf MIN. Damiano Residence 1580 Oriole Drive Southold. NY 3/S~ SS FASTENERS 2(MIN) EA COLUMN & 16"OC MAX. PER MANUF. ENGINEERING ALUM. FLASHING DRAWTIiOTrl1..R PARTIAL FOUND. PLAN DETAILS (2)2"x 1 0" ACO TREATED "SIMPSON STRONG TIE" PC44 / EPC44 OR EO. ATE: 713106 SCALE: AS NOTED DRAWN BY: RJ\V 4 "x4" ACO TREATED WD POST CHECK BY: RJW RBVISIONS: PROJECT NO. 1351 DWG. NO. A2 . o I in ~ o STAIR: 8 1/4" MAX RISER, g" MIN. HIGH HANDRAIL w/EITHER 1 PERIMETER OF 4" TO S" FO 36"MIN. LANDING PROJECTIO GAURDS SHALL HAVE A MAX OF 4" BElWEEN ELEMENTS EXIST. DINING ROOM EXIST. WALLS EXISTING SPACE MUST MAINTAIN REQ'D EGRESS PER RESIDENTIAL CODE OF NEW YORK STATE "FOUR SEASONS" SUN ROOM ADDITION - SEE MANUF. SHOP DRAWINGS FOR ROOM DETAILS AND ENGINEERING. ROOM IS TO BE DESIGNED AS A PARTIALLY ENCLOSED SPACE PER BUILDING CODE OF NEW YORK STATE PRIOR TO CONSTRUCTION ENGINEERING BACKUP SIGNED &: SEALED BY A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK SHOULD BE SUBMITTED FOR REVIEW &: RECORD. SUNROOM SHALL BE UNCONDITIONED SPACE NOTE: RJ WIND ARCHITECT, PC ASSUMES NO RESPONSIBILllY FOR THE DESIGN AND/OR PERFORMANCE OR CONSTRUCTION OF THE PRE-FABRICATED SUNROOM ENCLOSURE BY (FOUR SEASONS SOLAR PRODUCTS, LLC" READ, 36" /2"' OR GRASPING, ALL VERTICAL LEAR OPENING EX. FRAMING EX. SUB-FLOOR EX. FOUND @ SCALE: COUNTER FLASHING 23' -0" o ~~=~~IAL FLOOR PLAN @:;"~J'-(y, 1"=1'-0" 3/4" SUB FLOOR 2"x8" -16"OC "SIMPSON STRONG TIE" LUS28 OR EQ. 2"x10" ACQ TREATED LEDGER w/1/2" SS LAG BOLTS 12"OC STAGGERED EXIST. ROOF OUTSIDE FACE OF EXISTING WALL (@ STRUCTURAL FRAMING) 2"x8" LEDGER 3/8" . S.S. LAG BOLTS 2 ROWS EA. STUD w/MIN EMBEDMENT 3 1/4" SUN ROOM COMPONENTS R J WIt~J ARCHITECT, K: 4 Anthony Drl". ROCKY POINT. N.Y, 11778 PH: (631) 821-5l82 Fa.: (631) 821-5l82 PROJECTNAMR Damiano Residence 1580 Oriole Drive Southold. NY DRAWING l1TI.E: PARTIAL FLOOR PLAN DETAILS ATE: 713/fYJ SCALE: AS NOTED DRAWN BY: RIW CHBCKBY: R1W REVISIONS: PROJECT NO. 1351 DWG. NO. A3 . Oz I- . :::E I") . <D ~ . , I") , 1 b . , 0 ~ ~ , , I <0 I I I LJ I I I I LJ 8~;~I~.ATIoN I I I LJ I I I LJ I I I LJ I I I LJ I I I LJ o ~;~l~.A TION R J WIND ARCHITECT, PC 4 Anthony Drfve ROCKY POINT. N.Y, 11778 PH: (831) 82'-5582 Fax: (63') 821-5582 PR01ECT NAME: Damiano Residence 1580 Oriole Drive Southold, NY DRAWIN01TI1.E: PARTIAL ELEVATIONS nlAre 713106 "'\ SCALE: AS NOTED DRAWN BY: RlW CHECK BY: RlW REVISIONS: \... / PROJECT NO. 1351 DWG. NO. A4 '-. ." GENERAL NOTES SERIES 230 SUN c$ SHADE STRAIGHT EAVE DESIGN A. FOUNDATiONS I. ALL SUBSTRUCTURES INCLUDING BUT NOT LIMITED TO fOUNDATIONS" DECKS, SHAll BE DESIGNED BY OTHERS. 2. CONNECTION DETAILS SHOWN ON DRAWINGS INDICATE MINIMUM REQUIREMENTS BASED ON CAPACITY Of FOURS SEASONS COMPONENTS. THE ACTUAL CONNECTIONS TO SUBSTRUCTURE SHAll BE DESIGNED BY OTHERS. H. SEALANT T:"'AU5EALANT CONfORMS TO TT-S-OOI 543-A, TT-S-00230G, ASTM C"920 TYPE S, GRADE NS. CLASS 25. B. EXISTING ~TRUCTUR.E." I. THE CAPACITY OF THE EXISTING OR NEW STRUCTURE TO RESIST All LOADS IMPOSED BYTHE FOUR SEASONS ROOMS SHAll BE EVALUATED BY OTHERS. 2. CONNECTION DETAILS SHOWN ON DRAWINGS INDICATE MINIMUM REQUIREMENTS BASED ON CAPACITY OF FOUR SEASONS COMPONENTS. THE ACTUAL CONNECTIONS TO EXISTING OR NEW STRUCTURES SHALl BE DESIGNED BY OTHERS. I. GASKETS ALL GASKETS ARE CO-EXTRUDED AND ARE NON-MIGRATORY. ROOM SPECIFICS C. STRUCTURAL STEEL I. A1.l STRUCTURAl STEEL CONFORMS TO ASTM A3G OR ASTM 1\572 GRADE 50. REf'cRENCE STANDARDS; ASTMEI19 ASTM E I 300 ASCE 7-98 D. ALUMINUM I. ALL STRUCTURAL AlUMINUM CONFORMS TO THE MINIMUM REQUIREMENTS OF GOO5-T5 fOR. ALLOY AND TEMPER EXCEPT AS NOTED BELOW: GREAT ROOM J 2 RIDGE BEAM. .............GOG3-TG CORNER COlUMN.. .................... .GO&3-TG H-COlUMN........................................G 105-T5 2. ALL STRUCTURAl ALUMINUM WORK CONFORMS TO 'PART I-A - SPECifICATIONS FOR ALUMINUM STRUCTURES _ ALLOWABLE STRESS DESIGN' OR 'PART I--B - SPECIFICATIONS FOR ALUMINUM STRUCTURES _ BUILDING LOAD AND RESISTANCE fACTOR DESIGN" OF THE ALUMINUM ASSOCIATION, INC. SEVENTH EDITION, EFfECTIVE JANUARY 2000. 3. IN ALL INSTANCES WHERE ALUMINUM COMES INTO CONTACT WITH STEEL. PROVIDE DIELETRIC SEPERATION. 4. INTERIOR ROOf PANEL FACING IS ALUMINUM CONFORMING TO REQUIREMENTS FOR 31 05-H254 ALLOY AND TEMPER WITH A 0.024 THICKNESS. 5. EXTERIOR ROOF PANEL FACING IS ALUMINUM CONfORMING TO REQUIREMENTS FOR 3 I OS-H2S4 ALLOY AND TEMPER WITH A 0.024 THICKNESS. G. ALUMINUM ROOF SKIN PANEL RECEIVES ONE COAT Of PRIMER AND ONE COATOF PAl NT, 7. AlL EXPOSED ALUMINIUM RECEIVES ONE COAT OF F'A1NT. COLOR TO 15 COORDINATED WITH MODEL AVAIlABILITY. J) WI'.LL GlASS CODE 74, RNAWE; 4.0 b) 7' P'oOF PANElS WI .024 ALUMINUM OUTER SKIN" .024 ALUMINUM INNER 5KIN wI H' BEAMS c) (7) UTE COLUMNS d) (3) UTiLiTY 'H' COWMNS r:':) (I) 10'-0' QUAD SUDER DOOR K. DEFLECTION CRITERIA I .A:"L MEMBERS MEET OR EXCEEDS THE fOllOWING MINlWUM DEflECTION LIMITS: lL DL + LL Ul20 D. STRUCTURAL ALUMINUM: b. PANELS: ::;, GlASS: Ul20 UJ7S L. DESIGN LIVE LOADS 5TRUCTURAL MEMBERS HAVE BEEN DESIGNED FOR FUt.:... DEAD LOADS AND THE fOLLOWING LIVE lOADS IN ACCORDANCE INITH THE 2002 NEW YORI'. STATE BUILDING CODE: E. FASTENERS I. ALL LAG BOLTS SHALL CONFORM TO ASTM A3G. 2. AlL LAG BOLTS St1ALL HAVE A MINIMUM EMBEDMENi OF 8)( BOLT DIAMETER INTO STRUCTURAL FRAMING (G=.45 MIN.) 3. LAG BOLTS AND SCRE'WS INTO WOOD fRAMING SHALL BE PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT GREATER THAN 70 PERCENT OF THE THREAD DIAMETI:ROF THE BOLT OR. SCREW. AU LAG BOLTS AND SCREWS SHALL BE INSERTED IN PILOT HOLES BY TUR.NI~IG AND UNDER NO CIRCUfviSTANCES BY DRIVING IMTH A HAMMER. 4. ALL EXPANSION ANCHORS SHALL BE DESIGNED {BY OTHERS) IN ACCORDANCE 'vVITH THE SPECIFIC MANUFACTURER'5 REQUIREMENTS AND ALLOWABLE LOADS P.ND SHALL ONLY BE APPLIED IN CONLJlTIOt6 ACCEPTABLE TO MANUFACTURER. 5. ALL fASTENERS CONNECTING ALUMIMUM COMPONENTS ARE STAlNI.fS5 STEel TYPE 300 18-8 UNLESS OTHERW15E NOTED ON PLANS. OEAD LOAD: 7 PSf 2. GROUND SNOW LOAD: 45 PSF 3. WiND LOAD: B;.5IC WIND SPEED: 120 MPH ,^~ND EXPOSURE; B Vt:LOCITY PRESSURE EXPOSURE COEFfiCIENT, K.ol: 0.7 DIRECTlONALITY FACTOR, Kd: 0.85 GUST EFfECT FACTOR., G: 0.8S :r~:fOR.TANCE FACTOR, I: J.O iN; ERNAL PRESSURE COEFFICIENT, GCpl: 0.55 Dt5iGN WIND PRESSURE lWALW: 26.98 P5F OESiGN WIND PRESSURE (ROOF): 28.84 PSf CO'-jrDRMS WITH PARTIALLY ENCLOSED DESIGN AND DOES NOT REQUIRE HURRICANE SHUlTERS f. GLAS5 I. GLASS UNITS CONSISTS Of TWO PANES OF 118' THICK TEMPERED GLASS WITH A 518' STAINLESS STEEL SPACER BEI'NEEN PANES WITH AN ARGON fiLL. 2. GLASS CONFORMS TO ASTM EI300. 3. ALL MG-I G CLEAR ARGON ROOf GLASS HAS THE FOLLOWING MINIMUM PROPERTIES: VIS1BIUTYTRANSMITTANCE = IG% SOLAR TRANSMITTANCE = 10% ULTRAVIOLET TRANSMITANCE = 7 % VISIBLE OUTSIDE REFLECTIVITY = I I % - VISIBLEINS!DEREfL:ECTIVITY=25%' SHADING COEffiCIENT "'. 18 SOLAR HEAT GAIN COEFftCIENT =.15 RElATIVE HEAT GAIN = 39 ASHRAE WlNTER U VALUE = .25 ASHRAf WINTER R VALUE = <4.0 4. ALl MC-5G CLEAR ARGON WALL GLASS HAS TtiE fOLLOWING MINIMUM PROPERTIES: VISIBILITY TRANSMITTANCE = 5G SOLAR TRANSMITTANCE = 29 ULTRAVIOLET TRANSMITANCE = 13 VISIBLE OUTSIDE RffLECfIVITY = '0 VISIBLE INSIDE REfLECTIVITY = 17 SHADING COEFfiCIENT = .38 SOLAR HEAT GAIN COEFFICIENT .33 RELATIVE HEAT GAIN .. 79 ASHRAE WINTER U VALUE = .2S ASH RAE WINTER R VALUE = 4.0 ..j. L!\TERAL DESIGN CONTR.OLLED BY WIND. ENERGY INFORMATION: R-VALUE 3" SOUD ROOf PANEL: 13.4 1". VAlUE 4.2S' SOUD ROOF PANEL: 18.G I R-VALUE 7J8' ROOf GLAS5.PANll:-4.0 R-VALUE 3' SOUD WALL PANEl: 13.4 R.-VALUE 718' WAll GLASS PANEL: 4.0 WIND-30RNE DEBRIS REGIONS: (EITHERJ I) AKEAS \"IITHIN HURRICANE-PRONE REGIONS WITHIN I MILE Of THE COASTAL MEAN HIGH WATER. LINE WHERE THE BASIC WIND SPEED IS I I 0 MILES PER HOUR OR GREATER... 2) AREAS WITH A BASIC WIND SPEED Of I 20 MiLES PER HOUR OR GREATER. IN THESE REGIONS ACCORDING TO SECTION I G09. I .4 OF 2002 NYSBC. THE GLASS SHALL BE ASSUMED TO BE OPEN. THE SUNROOM 15 THEREFORE ANAl'r7ED AS A PARTlALlX OPEN STR.UCTURE ACCORDiNG TO ASCE 7-98 (SECTION' G09.1 .1, SECTION I G09.1.4.I, I G09.2). ~A. COOR.DINATION I . FOUR SEASONS SUNROOMS 15 NOT RESPONSIBLE fOR VERIfYING *' COORDINATING THE INfORMATIONBETWEENTHESE DRAWINGS" ANY OTHER DRAWINGS USED IN CONJUCTION WITH THESE DRAWINGS. N. ABBREVIATIONS T~iE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED TO REPRESENT ALL THOSE USED ON ThESE DRAWINGS, BUT TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS USED: G. ROOF PANELS I. SEE GENERAL NOTES PAR.T D. "ALUMINUM" fOR PANEL SKIN INfORMATION. 2. PANEL CORE FOAM IS PREFORMED EXPANDED POLYSTERENE BOARD (EPSJ, WITH A NOMINAL DENSITY OF EITHER I POUND PER CUBIC FOOT OR 1.5 POUNDS PER CUBIC fOOT AND A5 MANUfACTURED BY EITHER POLAR iNDUSTRIES OR CARPENTER FOAM AND LISTED BY RADCO UNOER LISTING NUMBES 120 I .. I 182. RESPECTIVELY. 3. PANEL COMFONENTS ARE BONDED TOGETHER BY MORAD M-G40 SERIES AS MANUFACTURED BY ROHM AND HASS COMPANY. I. n'P. - TYPICAL 251M. - 51MILlAR 3. UON - UNLESS OTHERWISE NOTED 4.CQNT. - CONTINUOUS O. CONSTRtJCTION 5AFFTY I. niESE DRAWINGS DO NOT CONTAIN NECESSARY COMPONENTS FOR. SAFETY DURING CONSTRUCTION. 2. TtiE INSTALLER SHALL PROVIDE ADEQUATE TEMPORAR.Y BRACING, SHORING *' GUYING Of fRAMING AGAINST WIND. CONSTRUCTION LOADS.. OTHER. TEMPORARY FORCES UNTIL NO LONGER REQUiRED FOR THE SUPPORT Of THE fRAMING. P. rATIO COVER I wfiEN USED AS A PATIO COVER. THE ROOM CONfORMS TO ALL Af'PLlCABLE PROVISIONS OF EITHER: J. APPENDIX H OF THE 2000 IRe OR 2003 IRC, WHiCHEVER is APPLICABLE b. APPENDIX I Of THE 2000 IBe OR. 2D03 IBC, WHICHEVER 15 APPLICABLE. FASTENER SCHEDULE FOR 230 SUN" SHADE TO EXISTING STRUCTURES.. FOUNDATIONS COMPONENT FASTENER IMIN.) NOI5PACING FASTENERS COlUMN!511l- 3/8" 0 BOLT wi I 1/4'WASHER. 318'0 WI I 1/4" WASHER. 2 (MIN.)@eACHCOLUMN AND I G" O.c. (MM.) POSTeup 2(MIN.) F't:RCUP 2 IN TOP G" (3' APART) WALL COLUMN 3/8" 0 30' O.c. (MM,) VERTICALLY 2 @ EACH SIDE OF PANEL R.lOGE ' I 318" 0 AND 2 @ I G" D.C. (MM.) (G PER LENGTH OF PANEL MIN.) RJDGf '2 3/8' 0 3 (MilO POST "2 3/8' 0 <4 (MIN.) NOTE: AU. FASTfNERS SHALl BE 51 A1NLf5S STEEL *' SHALl HAVE MINIMUM 3' EMeEDMENT INTO STRUCTURAL FRAMING "J - 5TiWGHT EAVf DESIGN "2 = CATHERDR.Al. EAVE DESIGN DRAWING APPROVAL NOTE: DRAWINGS AND ENGINEERING ARE PROVIDED BASED ON INFORMATION SUBMITTED BY THE PARTNER TO THE ENGINEERING DEPARTMENT. ANY PREVIOUS ORDERS OR CONFIGURATIONS MAY NEED TO BE ADJUSTED, DUE TO ADDITIONAL STRUCTURAL ENGINEERING REQUIREMENTS. IT 15 THE RESPON5!BLlTY OF THE PARTNER TO COORDINATE CHANGE ORDER REQUESTS THROUGH THE CUSTOMER SERVICE DEPARTMENT AND/OR THE TECHNICAL DEf'ARTMENT. . ", 2 c, - /06 I ---:--, i ~.~,ji'C:'~,-,,,; ~ DOCUMENTS ARE VALID ONLY WITH AN ORIGINAL STAMP AND DATED SIGNATURE (f) lLJ I- o LlJi;; z > 02>- -.J 02 2 ~ LlJ 0 -'0 Lf) QO ~ lLJO~:r:: :r:: Z~o~81= lLJ2<C::lOOO <C lO lOU <2)O-Lf)NLf) :z o N ~ <f) <f) >u <f) <f) lL 1-I1.JUJ\UlS) Z ll.!:: tl!: Z llJ LUOOO--l :J 0 O:r: <( U<{<t:lLtl) r <: " ,,~ ~r- -,'" ::5t5 "'>- S" ~~ ~ ~o ;:2:i! '" '" [;:j..J >-~ 8- ~ lLJ :> 00 <I:: " lLJ 8 "'\-- 5I: :;;~ z ~~ OO\-- ~U) c ~ lLJ 50 ~ <C ~ ~ :::r= Vl t rr'"'. e:: <: '-' J ~ ~ .:.i ::> __ w Z " ~:z:~ " =:l ~U) ~ ffiQ 5 C'<) [j C"-l " U) lLJ ex::: lLJ U) BY JP DRAWN BY, JP REVIEWED BY. CONTRACT DATE. 07/1 I/Ob DATE. 0712';/0'; JOB #. DAMIANO OF 5 0 )>~g z--1c 0:I'5: o)>m )>zz --10--1 m U1 02';')> U107" -zm 0)>< Z,)> 2';U1C C--10 7")>0 m'5:Z """\J, -< 0 0 '" N )> '" ~ 0 0 ~ :J " 0 I\l )> OJ If> '!!' 0 Ul z: If> 0 + \l q , " '" ~ z iji ~ r 10'.3" RIDGE HEIGHT G'.815/IG" UNDERSIDE OF EAVE ,:~1~J.t~:~*~~r;i~~;1~~t~~*~~~~~;{t1.~ j"'Ul zCu:! 00 ' 0"''< "," :,~.;':' II 1.11..'.. ~ ~ .., . _.. ~...l\. ;?{:~lli:m~~?1: t.?-Iu~~~: .....~'l .I.'l' :;1 ,;~~ i( :~(t....,V.:~l:;;;.'~H>.. .." i'~"'J'.~,h'\.)'. ,~.hlli,'i;.rt~:-;J: :~'~~ii;\~ U 1~li . I oUlQ OCo oOc ,."')> I\l "'0 '" q oUlQ j OCo aOc ,."')> "'0 j ;; Ul zc,", 8~Q ",,,, n ~~~ ~~q :,. '" ., . l j~ "{II. d. l' "oj q !~\\'l.>:: .~~~ nl~, {.",..:~. t3f;;~' "'i<.1l', ~:f :'w" '"' q 0> g ~ 15'-0" o 83 EC ;::< z~ 7'~O" 8'-0' 83 EC ;::< z~ @ , l ~~~[~l~~1~!~~~~}~11'lrjlw1 ~;:~~,~JS;lG' ~~\~> .::'';. {~~{;I\-;t{;l~\;~:; J,,)~,~?;:'t~,\~f~"~ ~f~]f~~\O/~~\:)i,li~~t~~l'gl~\*%\ ~~ ."l::V...~<:'tI'i: :l'':'"''l''':~''\ I 'i~,N;-F/~' f~~.':{~:~~~ .r.:j. <~.~ \".,.. '~'...: rr;"u" }.;" ");;'.I'~ .':';":;;~. .:1i"~' ~ lO ~~r 5 a ~ t\\a..~ om Q ':;'~X CJ"''''. ~\.~.~ s- :i , :,. '" ~U> nO 7'C ,,0 )> z '" r PLAN if ELEVATIONS DAMIANO I 580 ORIOLE DRIVE SOUTH HOLD NY I 197 I 25000 SCOTT HANSON ~ ~ ~ ~ fii ~ o ~ ~ ~ 0 ~ '."7' OJ ;.:... o ~ lJ :::' ~ mmFOUR SEASONS SOLAR PRODUCTS CORP. z 5005 VETERANS MEMORIAL HIGHWAY ~ o. HOLBROOK,NEWYORKI1741 ~ ~ DESIGNERS AND MANUFACTURER OF FOUR SEASONS SUNROOMS g ~ SERIES 230 SUN $ SHADE STRAIGHT EAVE '- ~ MODEL: PR I S23 II CLIENT ADDRESS I ADDRESS 2 PHONE SALES PERSON ~ o '" EXTR'D ALUMINUM EAVE TOP (A"7EB) EAVE BOTTOM (A"7ETB) (2/12 MIN. - 7/12 MAX. #8 x 1/2" TEK SCREW @ I G" O.C. (H7. I 50) (TYP. ALL ELEVATIONS) CD ?c;~~fR,To.O EAVE SOLID KICK TO SLIDER SCALE: b' I'..(]' #8 x 1/2" TEK SCREW @ I G" O.C. (7" I 50) (TYP. ALL ELEVATIONS) CENTREX PANEL MINIMUM CONNECTIONS ARE SHOWN IN THE SCHEDUUE ON PAGE I. ACTUAL DESIGN OF THESE CONNECTIONS MUST BE DETERMINED BY A DESIGN PROFESSIONAL. CD ~J~b:O,.~OLlD KICK VJ EXTR'D ALUMINUM BEAUTY CAP (4BC) lOLL ~LU If)OC +==: ~ If) EXTR:D ALUMINUM SLIDING DOOR HEAD (7AH) QUAD DOOR HEADER SECTION NOT TO SCAlE MINIMUM CONNECTIONS ARE SHOWN IN THE SCHEDULE ON PAGE I. ACTUAL DESIGN OF THESE CONNECTIONS MUST BE DETERMINED BY A DESIGN PROFESSIONAL. QUAD DOOR SILL SECTION NOT TO SCALE STEEL HEADER WITH ALUMINUM COVER POST (7IP) SLIDING DOOR INTERLOCK ON FIXED PANELS SILL INERT CUT TO CLEAR POST D U 2 SUDER N ~ WlNDOW r--- If) LU ~ :;;: 0 0 LU D LL VJ LL D 0<11 0 ~ 1-2 ~ LU I:O OJ D ~ <!lii) ~ ii:i::> {\j 0 I:OC <0 LU D 1-1- D 2 ::>itS -Z- ~ U:.:::J ::> ~ <{ VJ LL UlU 0 ::::.~ If) (!)\l.J 0 0> I- <0 0 iQ <0 If) D U <0 2 .;- ~ OJ {\j (\j I L__ ,T" I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ~ TT^vT-T I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I EXTR'D ALUMINUM SLIDING DOOR SILL l- I: <!l ii:j I: OC o o D ij <0 FOR DETAILS G"\, NOT SHOWN SEE ~ ~ D Qu Oj2 DOCLlMENTS ARE VALID ONLY WITH AN ORIGINAL STAMF AND DATED SIGNATURE r--- If) \l.J(!) --1 >= ~ (2)- ........ D Z Z t:J ~9 ~ DOO2O <{ 20I: I: ~o~8t= <<<0::>00 -<mOmu D-<I1C\J<I1 z o - N :Q Ifllfl IU Ifllfl "- ~~}tZ~~ IUOOO~ ::::i 0 0 1: <( U <( <( c... l.f) lL1 >- ~ <:C ~lL1 ~I- :::c: (.9 ~ I- (j) lL1 o <:C M I:: g (j) g; -\:10- ~ o =0 _:::::l :>. (j) o C"D C'\J (j) lL1 o.c: lL1 (j) BY JP DRAWN BY, JP REVIEWED BY, CONll'ACT DAlEo 07/1 IIOG DATE,07/2G10G JOB #, DAMIANO 3 OF 5 I OUTSIDE OF ROOM - - - - ::Jj:-:-:-:-:-:-:-:-:- UNIT WIDTH I !.fNGTH #8 J( 1/2" TEl\. SCREW (H7. I 50) @ I G" D.C. MAX. EACH SIDE EXTR'O ALUMINUM CLOSED SILL (A"7CS) 2xG DECKING OR 3/4" PL'lWOOD FLOOR SHEATHING (TO BE EVALUATED BY OTHERS) MINIMUM CONNECTIONS ARE SHOWN IN THE SCHEDULE ON PAGE I. ACTUAL DESIGN OF THESE CONNECTIONS MUST BE DETERMINED BY A DESIGN PROFESSIONAL. 2XG JOIST @ I G" O.c. G~ .49 (MINIMUM) (TO BE EVALUATED BY OTHERS) 2X BLOCF'JNG G~ .49 (MINIMUM) IF REQUIRED FOR tAGS. (TO BE EVALUATED BY OTHERS) SILL TO DECK CONNECTION DETAIL NOT TO SCAlE NOTE, CONNECTION @ EAVE SIMILAR INSIDE ROOM e ~ 3112"fXP05fO PLAN VIEW CONT. EXTR'O ALUMINUM CLOSED SILL (A"7CS) BELOW EXTRD ALUMINUM WINDOW JAMB (A?" I 31 U) #8 x 1/2" TEl\. SCREW (H7" I 50) SIX AT EACH COLUMN 27/8" THK. WALL PANEL #B, 1/2"TEK.SCREW {7" ISO) . EIGHT AT EACH CORNER. EXTR'D ALUMINUM CORNER COLUMN (A"7C9) GABLE OF ROOM MINIMUM CONNECTIONS ARE SHOWN IN THE SCHEDULE ON PAGE I . ACTUAL DESIGN OF THESE CONNECTIONS MUST BE DETERMINED BY A DESIGN PROFESSIONAL CORNER POST CONNECTION AT SILL NOT TO SCAU: NOTE, CONNECTION @ EAVE SIMILAR INSIDE ROOM r- 2 1/4"---j PLAN VIEW SLIDER CONNECTION AT SILL NOT TO 5CAlf NOTE, CONNECTION @ EAVE SIMILAR INSIDE RooM 121/4" EXT~D ALUMINUM UTILITY COVER (A"5GT) #8 x 1/2" TEl\. SCREW eH? f 50) SIX AT EACH COLUMN EXTR'D ALUMINUM UTILITY H-COLUMN (A7"145) EXTR'D ALUMINUM WINDOW JAMB (A7' I 3 I U) MINIMUM CONNECTIONS ARE SHOWN IN THE SCHEDULE ON PAGE I. ACTUAL DESIGN OF THESE CONNECTIONS MUST BE DETERMINED BY A DESIGN PROFESSIONAL CONT. EXTR'D ALUMINUM CLOSED SILL (A7CS) UTILITY H-CHANNEL CONNECTION AT SILL NOT TO SCALE PLAN VIEW EXTR'D ALUMINUM UTILITY COVER (A"SGT) #8 x 1/2" TEK SCRI.W (H7" I 50) SIX AT EACH COLUMN NOTE, CONNECTION @ EAVE SIMILAR INSIDE ROOM EXTRD ALUMINUM UTI lilY H-COLUMN (A7* I 45) 2 1/4"---j EXTRD ALUMINUM WINDOW JAMB (A7" I 3 I U) #8 x liZ' TEK SCREW (H?" I 50) SIX AT EACH COWMN EXT~D ALUMINUM WINDOW JAMB (A7" I 3 I U) EXTR'D ALUMINUM LITE "H" COLUMN (A'7111) MINIMUM CONNECTIONS ARE SHOWN IN THE SCHEDULE ON rAGE I . ACTUAL DESIGN OF THESE CONNECTIONS MUST BE DETERMINED BY A DESIGN F'ROFESSIONAl. MINIMUM CONNECTIONS ARE SHOWN IN THE SCHEDULE ON PAGE I. ACTUAL DESIGN OF THESE CONNECTIONS MUST BE DETERMINED BY A DESIGN PROFESSIONAL CONT. EXTR'D ALUMINUM CLOSED SILL (A'7CS) H-CHANNEL CONNECTION AT SILL NOTE, _CQ~1'iECTIP~ _ @ EAVE SIMILAR OUTSIDE FACE OF EXISiING-5TRUCTURE (@ 5TRUCTURAL FRAMING) APPLY CAUlKING BETVVEEN SILL .$ WALL #8 x 1/2" TEK SCREW (H?" I 50) @ I b" D.C. EACH SIDE VERTICALLY EXCEPT @ TOP 9" PROVIDE 3 EACH SIDE (SPACE @ 3' D.C.) EXTR'D ALUMINUM WINDOW JAMB CAr 1 31 U) INSIDE ROOM MINIMUM CONNECTIONS ARE SHOWN IN THE SCHEDULE ON PAGE I . ACTUAL DESIGN OF THESE CONNECTIONS MUST BE DETERMINED BY A DESIGN PROFESSIONAL 2 LAG BOLTS @ TOP G" OF COLUMN SPACE @ 3" O.C. VERTICALLY. @ 30" O.C. VERTICALLY (COORDINATE WITH SCHEDULE) EXTRD ALUMINUM CLOSED SILL (A"7CS) PLACED VERTICALLY AGAINST WALL (SHOWN) OR EXTENSION SILL (A'7XS) GABLE ATTACHMENT AT HOUSEWALL w/WINDOW NOT TO SCALE EXTRD ALUMINUM STD. H-COLUMN (A7" I I I) PLAN VIEW o DOCUMENTS ARE VALID ONLY WITH AN ORIGINAL STAMP AND DATED SIGNATURE If) --..I <( f- LU D i'- LU~ >- 02)- Oz Z LU 0 --'0 lfl 0--' z 0020 <{ zO:C :c :'f0~8~ :2;tC:::lOOO <{Lf) Lf)U O-lflNlfl -N U)U) U) U) !z:i!:i! ~gg u<<<< z o :i2 "-' lL "-'U) Z"-' 0-' :c << lLU) l.L.l :> <t: l.L.l I-- :r:: o ~ I-- tf) l.L.l D <t:~ :r:: ~ tf)~ ~irl " ::z:~ ~ tf) o ('C) 0J tf) l.L.l l::lL l.L.l tf) BY JP DRAWN BY,JP REVIEWED BY, CONTAACT DATE, 07/1 IIOG DATE,07/26/06 JOB#, DAMIANO 4 OF 5 - . # I 4A x 8' ROOf SCREW WITH WASHER (HK2 f 35) SIX SCREWS PER PANEL @9'O.C. #8 x J 1/2" TE" SCREW (H2020) @ I 2" D.C. MAX. EXTR'D ALUMINUM 7" SNAP-ON GUTTER (A'7AG) ALUMINIUM GUTTER SPLICE Hax I 1/2" TEKSCREW (H2020) @ I 2' D.C. MAX. #8 x 1/2" rEr:;. SCR.EW (H7" I 50) @I 2' D.C. MAX. A 5 EAVE * ROOF CONNECTION NOT TO 5CAlf #8 x 1/2" TEl\. SCREW (H7" I 50) @ I 2" D.C. STAGGERED S.LDEIO.5IDE_____ (ON TOP'" BOTTOM) SEAlANT -COOERJORONlY} EXTR'O AlUMINUM 7' ROOF BEAM (A"77RB) EPS FOAM D 5 ALUMINUM SKIN BOTH SIDES ROOF PANEL TO ROOF BEAM NOTT05CAL.f AlUMINUM SKYUGHT ASSEMBLY (7M99 r M78) 18x 1/2' TEK SCREWS (7' I 50) (TYPICAl) FIELD CAULK BEFORE .. AFTER INSTALLATION COUNTER fLASHING (BY OTHERS) EXTR'D AlUMINUM 7' RIDGE (A"77RR) #8 x 1/2' TEK SCREW (H7" r 50) SIX ON TOp.. 60TTOM Of PANEL (MINIMUM) OUTSIDE fACE Of EXISTING WALL (@ STRUCTURAl fRAMING) MINIMUM CONNECTIONS ARE SHOWN IN THE SCHEDULE ON PAGE I. ACTUAL DESiGN Of THESE CONNECTIONS MUST BE DETERMINED BY A DESIGN PR.OfESSIONAL. 7" THIC~ ROOf PANEL >- 1: '" ;u 1: >- Z ::> EXTR'D ALUMINUM EAVE TOP (A"7ETB) #8 x J J 12" TEK SCREW (H7' , 50) @ I 2' D.C. MAX. EXTRD ALUMINUM EAVE BOTTOM (A'7EB) 8 x 1/2" TE~ SCREW (H7' I 50) SIX AT EACH COLUMN AND @ I G' O.C. MAX. __UNIT INIDTH ~ CD RIDGE DETAIL 5 NOT TO SCALf 22' GLASS WIDTH 3/5" 22 3/4" ROUGH OPENING 3/0' ~ ~ z ~ ~ >- o iil f- CAUL~ CORNER JOINTS BETWEEN TRIM SKYUGHT Tl<JM fE\ SKYLIGHT DETAIL \D NOT TO SCALf #8 x 1/2' TEt:. SCREW (H7" 150) @ I 2' D.C. MAX. 7" THICK. ROOF PANEL EXTR:D ALUMINUM 7" FASCIA (A"77RF) CD EAVE FASCIA ON GABLE 5 NOTTO.5CAl..I: DOCUMENTS ARE VALID ONLY WITH AN ORIGINAL STAMP AND DATED SIGNATURE If) I'- (J) u.J_ ---l >- <C (2)- z Oz I- u.J 0 -'0 (f) llJ 0-' z D 0020 <{ zOI: I: :'!:o~8~ ~<O600 <{ L!) L!) U 0-(f)C\J(f) z 0 N to '" to to LW to to "- f- lW lW lW to z '" '" Z LW lW 0 0 0 ~ :OJ 0 0 I: " '-' " " "- to (:l., lLJ ..: :> 0 00 <C ::1 U 8 lLJ <Zl 0: l- E-< 5 :r:: u 00 (..9 >- 00 ::,J < ~ ~ Cl :t_~ 0 "'~'" g~Vl I- ..: '" - 0: IS) -,"::> (:l., <0:0 _0>- lLJ ..: "'>->- -< 0",0 D ::1",0: <C ~ ~ z ~ ~ N o ~lll;J :r:: ~ <Zl ;z 0 t; IS) " ;20< ~ <Zl 0:>- ~ .:i Z ~ ~ ~ '" " o ~~U = 0 ::1 _00.8_ --fi2 ~ -< ~ < IS) ~ 00 0: 0 <Zl w ..: ~ CD ;; C'-l ::,J w 0 " IS) ~ lLJ a oL lLJ IS) BY JP DRAWN BY, JF REVIEWED BY, CONTRAG DATE, 07/1 IIOG DATE,07/2G/OG JOB #, DAMIANO 5 OF 5