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Home My WebLink About31992-Z FORM NO.4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32228 Date: 03/07/06 THIS CERTIFIES that the building SUNROOM ADDITION Location of Property: 1275 (HOUSE NO.) County Tax Map No. 473889 Section 108 GABRIELLA CT (STREET) Block 4 MATTI TUCK (HAMLET) Lot 7.36 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 5, 2006 pursuant to which Building Permit No. 31992-Z dated MAY 11, 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 SUNROOM ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to ALFRED & LISA TESINY (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 7211 07/24/06 PLUMBERS CERTIFICATION DATED N/A ~M13!:::: Rev. 1/81 t>L-C4'ic r I~q~ FEa 27 )/15;;. M-I\\L- ~_o- , Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 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 211 0 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 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. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: :~ Location cfProperty: \L.-/5 House No. Date. .;;:. \ k-bn..lO:'r\.J VI , Old or Pre-existing Building: ~c::,brK\I.(.i. . L-t- Street V' (check one) U,,-Ut~(K... ~'i \ I~SL Hamlet Owner or Owners of Property: t\ \'i:-....... A Suffolk County Tal' Map No.1 000, Section . Subdivision --- . - \....\<;,.t... \ -e. ~\ 1'\'-1 , Block Lot , Date of Penn it. S-I'5-0(p Filed Map. Applicant: A.\Crer{ Lot: R ~<;""f / I Permit No. 3\C\C\2-'2. ;J::()i..)...rr 'ae,,_Sc., '::. "'?u..........-0':':-n"'::> Health Dept. Approval: Planning Board Approval: Underwriters Approval: Request for: Temporary Certificate Final Certificate: / (check one) Fee Submitted: $ 2~.oo ck.c-.7/9 tf I C-o <.3d.J~ r Applicant Signature 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. 31992 Z Date MAY 11, 2006 permission is hereby granted to: ALFRED R JR TESTINY MATTITUCK,NY 11952 for : SUNROOM ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 1275 GABRIELLA CT MATTITUCK County Tax Map No. 473889 Section 108 Block 0004 Lot No. 007.036 pursuant to application dated MAY 5, 2006 and approved by the Building Inspector to expire on NOVEMBER 11, 2007. Fee $ 150.00 / ! Signatur ORIGINAL Rev. 5/8/02 Nassau Suffolk Electrical Inspections, Inc. 5A Canal Street · Center Moriches. New York 11934. Tel: 631-878-3500 · Fax: 631-878-3764 Application: 7211 Date:? /24/06 Issued to: T esiny Address: 1275 Gabriella Ct FEB27 Village: Mattituck Introduced By::EECO Electric License#:2?81-E was examined and approved up to the above date and was in compliance with the NEC Attic 1st Floor [R] Residential [R] A:XJI D9l Gaage Baserrent 2nd floor Ca,"""cial I-ti Tub I>ddition [R] ; Switches Receptacles Fixtures G.F.1. Range Hood Smoke Detectors 4 10 2 Fans Dishwasher Washer/Am ps DryerJAmps Ale Outlet Carbon Monoxide 1-220V Furnace Oil Gas Heat Zones Whirlpool Sell Transformers ough lnsp: Meter Amps Phase Motors 7/6/06 Finallnsp- 7/24/06 Other Equipment Sunroom o ut,Res jVa&rlU?A~0kdrtdS;C~!no_ &. Q~ &~ .0e&dUlb This certificate must not be altered In any manner Permit#:31992 3/~1~z- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [] ROUGH PLBG. [ ] FOUNDATION 2ND [] INSULATION [ ] FRAMING I STRAPPING !)<1 FINAL ~~ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY.INSPE~N ' REMARKS: r~4. ~Ok. DATE 10 - 6 ~ 0 6 INSPECTOR ~ ~ ! 3) III- Z- TOWN OF SOUTH OLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST ~ROUGH PLBG. [ ] FOUNDATION 2ND [J INSULATION '\ [ ] FRAMING I STRAPPING [~IUIAL ~.-J [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE 7-1 0 -()~ INSPECTOR ~ ~ '----- p)~crp--z TOWN OF SOUTH OLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [] ROUGH PLBG. [ ] FOUNDATION 2ND [] INSULATION C>4 FRAMING I STRAPPING [ ] FINAL - [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ~~ ~ 0 It . c:'-r-oh DATE ~ INSPECTOR ~r ! I i . ;; ~ i }/r1r;--z TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [XJ FOUNDATION 1 ST [ ] FOUNDATION 2ND [ [ ] FRAMING I STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION REMARKS, r~ ~ 1::.:- ~ - , Ok ~ ~ ~~s. f DATE 5-- l-?, -t9 ~ INSPECTOR *~ FIELD INSPECTION REPORT * FOUNDATION (1ST) FOUNDATION (2ND) ROUGH FRAMING & PLUMBING INSULATION PER N. Y. STATE ENERGY CODE FINAL DATE COMMENTS. . 5-~- 00 L-...=h' ~ ~_ -n- ~ ).,..,,- -D- J"'-/-f, Oft- -f:J, v_~.lL (7ra.-...,., .+ . ~'~ I r J N/~ , /'v w-= I.; ~~ -C~ V"" .},~ ~.:lf;J p., --,1.; :;.8 .~ ~-~z ./'/'J\. ///7 $' (/ v b~'X~( b F-^ ~ - ~ , l.4. ork (/ " v'" '., . ~ ...J .., "1.111- It, F.M - VA_ U,.'.4 . A~. If' ~ , I I.; f ..rJi A.: 1L..... (J A",..r (I ~ Ai<> v ,;./ '@ .., ....,?, ~ ([1 ; fi' , , >:-- c ~~ t<J .., Ie ~ ~ -8 - . F-t.-~...}/ U. /I ~PT\. /c'1 /J d:-:- 0". -f7-1' " .., M . u ~ ~ s: !=f' r- () 1\ ~~fl ~ ,ADDlTIONAL COMMENTS rrl [;\ -, T ::J 0 r ::E z m. ;tI :p 1:; (1) .~ -'1.; -:-: I -= ~~ d S~ :I: G.~ -:;, )):1: 0 I.; -= :-l 31"{qSb.- BUILDING PERMIT APPLICATION CHECKLISl Do you have or need the following, before applying" Board of Health 4 sets of Building Plans_ Planning Board approval Survey Check Septic Form NYS.D.E,C. Trustees Contact: ~;f'jf.o~ ~(~;~ Phoneh'1'r ~.L()), 11:::1;}, TOWN OF SOUTH OLD BplLmNG DEPARTl\1ENT \ TOWN HA~L SOUTH OLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www.northfork.netlSouthold/ PERMIT NO. Approved Disapproved ale 7) It I / ,20 L. 9fu ,20 ~ Examined , --,-- '\ '" Expiration ,-' ,20J:-- ! \;: ,. ' \ , \ ' \_-~- - 5 '\APPLICATION FOR BUILDING PERMIT ." xn~~\ INSTRUCTIONS Date J)1 tL0J S't1o ,20~ a. ~pllcation MUST be completely 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 of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of South old, 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. State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder (1r1en\ I Name of owner of premises A \\v(' J ~ L i ~,e<;\Yl\,.1 (As on the t;J roll or latest deed) If applicant is a corporation, signature of duly authorized oftlcer (Name and title of corporate officer) Builders License No. riCitp5U-L,1:l Plumbers License No. Electricians License No. Other Trade's License No. I. Location of land on which proOos,ed work wil House Number Street Hamlet County Tax Ma{l No. 1000 Section J ('jg Subdivision Elilahs law E;.,+afe:.s , (Name) Block 4 Filed Map No. qq I'd;. .r"ot,.7 3~ tH" Lot'.. ",'1 ~ , ..1 ( ., "11,,, J ": J!~',_ "'l'l''ll'!,) State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. EXlstmg use and occupancy 0 Y\.1.J 4a m d-Lf d u 1(' Iii n1 f. . b. Intended use and occupancy St:lmJl ) ~. 3. Nature of work (check which applicable): New Building Repair Removal Demolition Addition f Other Work Alteration (Description) 4. Estimated Cost Fee 5. If dwelling, number of dwelling units If garage, number of cars (To be paid on filing this application) Number of dwelling units on each floor 6. Ifbusiness, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front S~. ~ Height Number of Stories ~ Dimensions of same structure with alterations or additions: Front t:);;). Lf Depth LlQ? . ?, Height Number of Stories Rear So< ' 3 Depth Z l.> . ~ Rear 5.:2, 3. 8. Dimensions of entire new construction: Front ~ Y Height I I I t..t 'j Number of Stories I Rear ,;), L1 Depth \ ~ Depth ;;:/~ 1 . 8'1 9. Size of lot: Front I?.S Rear \So..O' 10. Date of Purchase Name of Former Owner II. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES _ NOA- 13. Will lot be re-graded? YES_NO A- Will excess fill be removed from premises? YES_NO_ . . D,.mcH-li-\uC.\t N'1 "'1S~ 14. Names of Owner ofpr~isesE/fYt'Jj!Jsa ~,(1i Address 'k),~") DpJI{'t\ole Phone No. lo", h.;lqS '<;~;"Sn Name of Architect ~\cMvd V\lIM Address4~~c(~hOne No """>, -IGI 5')(5d-. NameofContractor1oufSPo.\DnSul'\iltflM\. Address5'''. an PhoneNo.{,3,SlP.3:,g, . ffo I b t'DcIt, fV'-/ 1174/ . 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES _NO _ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES_NO_ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) ss: COUNTY OF ) lJ\OJno. \'<\CXOJftO being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the ~OO\ (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. Swo!,1l tp before me this ~ 'i4.... day of ~~ 20 cJ (.., ~ l ;;:'l/C'~/ Notary Public ,6 tfJ~lfrfiAneJ ignature of Applicant UNDA S. TAGGART Notary Public, state of New Yor1l No.4~506 ;;Z / ~1Ified in SulIoIk CoJl,nty tJ J ~UpiIes Mardi ,v,_ CERTIFIED TO' ALFRED R. TESINY, JR. LISA L. TESINY COLUMBIA TITLE AGENCY, INe. NORTH FORK BANK N , SCDHS REF NO. = R70 - 97 - 0028 '\ ,'" ",\ Q "'Y ~ "P ~ <'<, -y <.[' ~. S? o. .~~ <:' "- (\{ (f jlY <"0 ~ . ~. @ ,~o .\0; f:J~ ~. . / \\'), !' ./ \\0 A f:J 't/)" (~ ~ p..~ \. \ '\ // ~/ -:t:.. o ~ 1- u"-" ~~ "'0. ~ . "1i"Q <-~ ~ 0\ < 't -" ~ ~ "1i"~ O..z. %. ~'" well ...~'\\o~ r,f)~C,~. ~or,fJ~f) -"- -( ~ ~v'~~ '0 "- ~\) *ri" / o. "- ~'f0~t1~ ~( ." \~- ~o ~\~. " ~ ,,' . 'lI r' 0'). ,~O c':. S \0 4\0; () yo ",. ~ \' ~ ~ o ~ (YII j AREA = 40,172 sq. ft. ANY AL TERA TION OR ADO/TIOII TO THIS SUR'IEY IS A VIOLA TION OF SE:C TION 7209 OF THf: Nf:., YORK S T A Tf: EDUCA nON LA~, EXCf:PT AS pER SECT/Oil 7209-,SUBDIVISION 2. ALL CERTlFICA T10NS Hf:Rf:OIl ARf: VALID FOR. THt:>MAP AND COPIf:S THE:REOF ONL Y IF SAID MAP OR COflf:S Bf:AR THf: I!.IPRf:SSED SEAL OF THf: SURVEYOR WHOSE: SIGNA TURf: APPf:ARS 1iE:Rf:0H. .ADD/TION.ALL Y TO CO/olf't Y WITH SAID LAW THf: TERM 'AL TERf:D BY' MUST Bf: USED BY AllY AnJ ALL SURVEYORS UTltIZING A COPY OF ANOTHf:R SURVf:YOR'S MAP, TE:RMS suct AS 'INSPECTED' AIID "BROUGHT-TO'DATe .ARf: NOT If COWL/AliCE WITH THE: LAW. I am familiar wilh the STANDARDS FOR APPROVAL AND CONSTRUCTION. OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMIL Y RESIDENCES and will abide by Ihe conditions set forth i,~erein and an /he permi! /0 cons/ruel. Cf:RTlFIf:D 12/11/97 / ~ <:- ~ -:> 2- o o c;., "P ...>- SURVEY OF LOT 12 "ELIJAHS LANE ESTATES, SEC T. 2 Fli.ED OCT. 8; 1996 FILE NO. 9912 A T tv/A TTlTUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NY 1000 - 708 .04 - PIG 7.7 Scale: 1N = 40/ DoC. 4, 1996 Nov. 77, 7997 (final) }1 ",I .... €Lf:V A TIOIIS ,ARf: RUE:RE:NCED TO A.'1 ASSUMED 0,1 ruM. The localions 0/ welis and cesspools {. sho ',1((1 hereon are from fieid observoHons and or from da/aob/ained from others. " N. '1'.5. Lie. NO. 49618 STREET 1/971 96 -317 12 COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF SQUTf' )lD TOWN ZBA soc~ac TDW~ PLANNiNG BOARD SOU:HOlD TOWN TRUSTEES NYS. DEe . . APP. VED AS NOTED I'h~ B.P. # sJf'i ~ FEE: OJ BY: s;;rJP L NOTI Y BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. I!fI.rf -,..-- OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY lIIlERWRITERS ~~r.c,~r\rE REQUIR@ CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. FLOOD ZONE X COMPL Y WITH CHAPTER "46" FLOOD DAMAGE PREVENT/ON SOUTHOLO TOWN CODE. . .. ./. " - ~rNrRAl NnT~ 1. lHE CON1'1lAC';.OR SHAU: VERIFY CONDITlDNS IN lHE FIELD AND IMMEDIATELY NOTIFY ARCHITECT 0, ANY CONDITlON NOT /IS /lSSUMED. HE SHALL TAKE FIELD ME/lSUREMENTS AND BE RESPONSIBLE FOR lHE SAME. 2. PROVIDE ALL NECESSARY SHORING AND BRACING /IS REQUIRED FOR THE SAFE INSTALLATION OF THE NEW CONSTRUCTION AND PROTECTION OF lHE EXISTING CONDITlONS. 3. NO NOTE OR LACK THERE OF SHALL BE CONSTRUED /IS RELIEVING THE CONTRACTOR FROM EXECUTING ALL lHE WORK IN ACCORDANCE WITH lHE BUILDING CODE OF NEW YORK STATE. THE RESIDENTIAL CODE OF NEW YORK STATE 8< ALL LOCAL REGULATIONS HAVING JURISDICTION. 4. FRAMING LUMBER SHALL BE STRESS RATED DOUGLAS FIR-LARCH OR SOUTHERN PINE RATED 8SO PSI MIN. FOR BENDING, BRIDGING 8'-0" OC MIN. 8< ENOS, OOUBLE JOISTS UNDER PARmIONS, SOUD BLOCKING UNDER PERPENDICULAR PARTITlDNS, CATS IN ALL PARTITIONS. 5. ALL LVl BEAMS SHALL BE "TRUS JOIST -MACMILUAN" WITH MIN. STRUCruRAL PROPERTIES /IS FOLLQWS: F8=2600PSI, FV=2B5PSI, FCPERP=75DPSI, FCPAR=251 DPSI, E-l,900,OOOPSI, CFN-7.35. 6. MIN. (2)2"xlD" HEADERS OVER ALL OPENING UNLESS OTHERWISE NOTED. 7. PROVIDE STRUCTURAL METAL CONNECTORS BY "sIMPSON STRONG TIE" OR APPROVED EQUAL AT ALL BUTT CONNECTION OF STRUCTURAL MEMBERS. 8. ALL CONSTRUCITON TO MEET THE REQUIREMENTS OF lHE BUILDING CODE OF NEW YORK STATE, THE RESIDEN11AL ceDE QF NEW YORK STATE. THE ENERGY CONSERVATION CONSTRUCTION COIOE OF NEW YORK STATE, AND ALL LOCAL ZONING RULES 8< REGULATIONS. 9. FIRE STOP ALL CONCEALED SPACES WITHIN WALLS, ATTIC. CORNICES. AROUND FLUES. AND DUCT OPENINGS (MIN. 2X LUMBER OR OTHER APPROVED MAlERIAL) /IS PER RESIDENTIAL CODE OF NEW YORK STATE, 20 MINUTE FIRE PROOF SEUF CLOSING DOOR TO GARAGE. )I" TYPE"x" WALL BOARD (30 MINUTE) ON ALL GARAGE SruD WALLS 8< CEIUNGS COMMON TO HOME. , O. INSTALL ALL WATER. WASTE. SOIL. AND VENT UNES IN ACCORDANCE WITH THE RESIDENTIAL CODE OF NEW YORK 8< THE PLUMBING COIOE OF NEW YORK STATE. 11. ELECTRICAL INSTALLTION SHALL COMPLY WITH THE NATIONAL ELECTRIC COIOE 8< THE RESIDENTIAL CODE OF NEW YORK STATE, AND THE RULES 8< REGULATIONS OF ALL LOCAL AUTHORITIES & UTIUTlES. AlL ElECTRICAL. WORK SHALL BE UNDERWRITER APPROVED. 12. THE ARCHITECT SHALL NOT BE RESPONCIBLE FOR THE ACTS OF OMMISSION OF lHE CONTRACTOR OR ANY SUB-CONTRACTOR OR AGENTS OR ANY OTHER PERSONS PERFORMING THE WORK. 13. THE ARCHITECT IS NOT RESPONCIBLE FOR THE MEANS 8< METHOIOS OF CONSTRUCTION NOR THE SAFETY ON THE JOB SITE, AND THESE RESPONSIBIUTIES ARE INTENDED TO BE REM,6JN SOLELY THOSE OF THE GENERAL CONTRACTOR. 14. THE ARCHITECT IS NOT RESPONSIBLE FOR OBTIANING ANY BUILDING PERMITS ,6JND/OR VARIANCE APPROVAL. 15. ALL DIMENSIONS ARE TO FACE OF STUDS OR CENTERUNE OF 8EAMS. lHE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO BEGINNING CONSTRUCTION. 16. FOUNDATIONS ARE TO BE PLACED ON UNDISTURBED SOIL WITH AN ASSUMED SOIL BEARING CAPACITY OF 1 TON. MINIMUM STRENGTH OF POURED IN PLACE (PIP) CONCTETE IS TO BE 3000PSI MIN. AFTER 28 DAYS. EXCEPT SLABS 8< ST,6JRS EXPOSED TO WEATHER WHICJ WILL BE 3500PSI MIN. AFTER 28 DAYS 17. ,6JNCHOR BOLTS TO BE )I"DIA. MIN. 8< SHALL BE SPACED AT 3'-0"OC MAX.. 12" FROM ALL CORNERS. MIN. 2 BOLTS PER SIU. SECTION, MIN. 7" EMBEDMENT. AND SHALl BE HOOKED. 18. ALL EXH.6JJST SYSTEMS SHALL HAVE SHUTOFF DAMPER AT lHE BUILDING WALL W1lH MAX. LEAKAGE OF 2OCFM. ATTIC VEN11LATION PROVIDES lSF FREE VENT FOR EACH 600SF OF ATTIC SPACE. INTERIOR TOILETS SHALL BE VENTILATED WITH 100CFM EXHAUST F,6JNS ON A SWITCH. 19. ALL SHOWER DOORS 8< OTHER GLASS LESS THAN 24"AFF SHALL BE TEMPERED (MIN. 3/15" THICK) ZO. STAIRS SHALL BE 36" WIDE, MAX. RISER 8 )4" (MAX. VAR. 3/8"), 9" MIN. TRoo, MIN. HEADROOM SHALL BE 6'-8", LANOING SHALL BE REDUIRED FOR ALL STAIRS WITH MORE THAN TWO (2) RISERS, LANDING WIDTH SHALL BE NOT LESS THAN THE DOOR OR ST,6JRWAY SERVED ,6JND SHALL HAVE A MIN. DIMENSION OF 36" MEASURED IN THE DIRECTION OF TRAVEL. 21. ALL STAiRS WITH OVER TWO (2) RISER 8< ALL LANDING SHALL HAVE HANDRAILS. HANDRAiLS SHALL HAVE A CIRCULAR CROSS SECTION OF AT LEAST 1 )4 " 8< NOT GREATER THAN 2". IF NOT CIRCULAR THAN A PERMIMETER DIMENSION OF AT LEAST 4" AND NOT GREATER TH.6JN 5 14" WITH MAX CROSS SECTION DIMENSION OF 2 )4". 22. GAURDS ARE REQUIRED ON PORCHES, BALCONIES, RAiSED FLOORS, DECKS LOCATED 30" OR MORE FROM GRADE OR FLOOR LEVEL, ALSO ALL ST,6JR WITH GREATER THAN 2 REISERS. GAURDS SHALL BE A MIN. HT. OF 35" EXCEPT STIRS WHICH CAN BE 34". THE GAURDS SHALL BE OF SIZE /IS TO NOT ALLOW THE P/lSSAGE OF A 4" SPHERE. 23. PATCH 8< REP,6JR EXISTING WORK TO REMAlN 8< MATCH NEW CONSTRUCTION. 24. ALL LUMBER EXPOSED TO ELEMENTS SHALL BE ACD TREATED AND SECURED WITH NON-CORROSIVE HARDWARE (BOLTS, N.6JLS, HANGERS. ETC?). 25. ARCHITECT RECOMMENDS ALL SETBACKS BE VERIFIED BY A UCENSED LAND SURVEYOR BEFORE PROCEEDING W1lH CONSTRUCTION. 25. ALL EXCAVATIONS SHALL BE FREE OF ANY ROOTS 8< DEBRIS. 27. MIN. CRAWL SPACE VENTALATION SHALL BE MIN. lSF/150SF OF UNDER FLOOR AREA. WITHIN 3FT OF EACH CORNER. 28. UNTREATED WOOD TO SOILS CLEAR.6JNCE SHALL BE /IS FOLLOWS: JOIST MIN 18", GIRDERS MIN. 12". 29. JOIST BEARING MINIMUMS: ON CONCRETE 3", ON WOOD PLATE 1 )I", JOIST LAP MIN. 3" 8< 3 100 N.6JLS. 30. ALL TOP PLATES MUST BE PAPPED 8< FACE N.6JLED 100 MAX 24"OC. 31. USE , 1 BGA. STEEL STRAPS OVER NOTCHES OF SOlI: OR GREATER OF TOP PLATE. 32. WALLS PERPENDICULAR TO JOIST MAX . OFFSET FROM GIRDER SHALL BE 1 NOMINAL JOIST SIZE. 33, STUD NOTCHING .& BORING: o. BEARING OR EXTERIQR WALLS: MAX NOTCH 25", MAX. BORING 40" b. NO BEARING WALLS: MAX. NOTCH 4Oll, BORING 60ll c. NO HOLE ALLOWABLE CLOSER THAN 5/8" TO FACE OF STUD 34. NO DUCT OPENING ALLOWABLE IN GARAGE, OR OPENINGS FRCR GARAGE TO SLEEPING ARE/lS. 35. DOOR FROM HOUSE TO GARAGE MIN. 20 MINUTE FIRE RATING OR 1 3/811 saUD CORE, ALSO W/SELF CLOSING HINGE. 36. ALL HVAC WORK SHALL BE DONE IN AlXCIIIIlRlal"')RHA.CURRENT CODES 37. ALL ST,6JRS 8< BALCONIES MUST BE POSITIVELY ATTACHED (NOT TOENAiLED) 38. ALL LANDINGS SHALL 8E A MIN, OF :re" IN DIRECTION OF TRAVEL. OWNERSHIP OF DOCUMENTS THESE DOCUMENTS AND SPECIFICATIONS ARE THE INSTRUMENTS OF SERVICE ,6JND SHALL REM,6JN 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 WRITTEN AUTHORIZATION OR THE ARCHITECT. THESE DRAWINGS CAN NOT BE REPRODUCED IN PART OR WHOLE WWITHOUT WRrTTEN PERMISSION Of' THE ARCHITECT. 39. FlOOR OR LANDING REQUIRED AT EACH SIDE OF' EXIT DOOR, TOP &: eonOt.t OF ST,6JRS. DOOR MAY NOT SWING OVER LANAQING (EXCEPT SCREEN DOOR). FLOOR OR LANDING MAX. 1 )I" BELOW THESHOLD. EXTERIOR ODOR LANDING MAX. e" BELOW THRESHOLD. 40. EGRESS REOUIREMENTS: 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 PROPERlY UNE, WINDOW WEUS MIN. 9SF de 36" MIN DIM.. WINDOW WELLS MORE THAN 44" BELOW GRADE MUST HAVE PERM,6JNENT LADDER. 41. RAFTER TIES - MIN. 1")(4" 0 4'OC MAX. 42. ATTIC VENTILATION: VENT EACHENCL. ATTIC 8< RAFTER BAY, 1/8" TO )4" MESS SCREEN OVER OPENINGS, NET AREA OG OPENING MIN. 1/150TH OF VENTED AREA OR 1/300TH IF SOll - 80ll OF VEN11NG NEAR TIO OR VAPOR BARRIER 45 " 43. STRUCTURAL SHEATHING/BRACING SHALL BE PLYWOOIO 5/16" MIN FOR STUDS 15"OC OR 3/8" FOR STUDS 24"OC, FIBERBOARD l!" MIN FOR STUDS 16"OC, GYPSUM BOARD N.6JLEO 07"OC, BLOCK ALL HORZ. EDGES. 44. TEMPERED GLASS REQUIRED FOR ALL SHOWER/TUB DOORS. 45. MIN ST,6JR HEADROOM SHALL BE 6'-8", MAX RISER HT. 7 ?", MIN. TREAD WIDTH 10". RISER OR TRoo MAX DIFFERENTIAL SHALL BE 3/8' IN ANY FUGHT 45. GAURDRAILS ARE REQUIRED FOR ANY WALKQFF GREATER THAN30" ABOVE FLOOR OR GRADE, MIN. HT. 36" (34" ON ST,6JRS) MAX OPENING SIZE LESS THAN4" (5" FOR TRoo/RISER/RAIL TRIANGLE) 47. HANDRIALS ARE REQUIRED IF 2 OR MORE RISERS. RAlLS HT . MIN. 34" MAX 38", GRIPS MUST BE 1 )4" - 2" CIRCULAR CROSS SECTION OR IF NOT CIRCULAR SHALL HAVE PERIMETER DIM OF 4" - 6 )4" WITH MAX CROSS SECTION DIM OF 2 )4". MAX PROJECTION INTO STAIRWAY SHALL BE 4 )I", ENDS SHALL RETURN TO WALL OR NEWEL POST. 48. TEMPERED GLASS REQ'D FOR: VERTICAL EDGE LESS THAN 24" OR ODOR SWING, BOTTOM EDGE LESS THAN 1 S. FROM FLOOR OR GRADE, IF WALK THROUGH HAZARD EXfSllS, EXPOSED AREA OF PANE GREATER TH.6JN 9SF. 49. NATURAL UTE SHALL BE MIN. 8ll OF FLOOR AREA IN HABITABLE SPACE, BATH ROOMS 3SF OR ARTIFICAL LIGHT 8< VENT. SO. VENTILATION SHALL BE MIN 4" OF FLOOR AREA OR MECHANICAL OF .35 ,6JR CHANGES/HR OR 15CFM/OCCUPANT 51. SMOKE DETECTORS SHALL BE HARD WIRED W/BATTERY BACKUP, REDUIRED IN EACH BED ROOM 8< ADJACENT HALL, AT LE/lSE 1 REQUIRED ON EACH STORY 8< BASEMENT, MUST NE INTERCONNECTED 8< ,6JJDIBLE FROM SLEEPING ARE/lS 52. GRADE SHALL BE FALL MIN. OF 5" W1lHIN 10' OF FOUNOATION WALL 53. CONCRETE 8< MASONRY FOUNDATION WALLS SHALL EXTEND ABOVE FINISHED ADJACENT GRADE A MIN, OF "-, 54. THESE DRAWINGS &: SPECIfiCATIONS HAVE BEEN PREPARED UNDER THE SUPERVISION OF THE UNDERSIGNED ,6JND TO THE BEST OF THE UNDERSIGNEOS KNOWLEDGE, BEWEF, ,6JND PROFESSIONAL JUDGEMENT ARE IN COMPUANCE WITH THE RESIDENTIAL CODE OF NEW YORK STAlE. 55. ALL ELECTRICAL WORK SHALL BE DONE IN FULL ACCORDANCE WITH CURRENT CODES A. ALL EQUIP. INSTALLED OUTDOORS &: EXPOSED TO WEATHER SHALL BE WEATHERPROOF B. BOTTOM OF RECEPTACLES 8< SWlTCHES SHALL BE LOCATED S" ABOVE COUNTER TQP '00,/ UNLESS NOTED OTHERWISE ~ '$7' C. RECEPTICLES SHALL BE INSTALLED 12" ABOVE FIN. FL. 8< 12'-0" HORZ.. ALL '1-'0'/ ':'0' ;i. RECEPTICLES WITHIN 5'-0" HORZ. OF SINK. LAV.. OR ruB SHALL BE GFI ~.~ "? ~. <j D. WALL SWITCHES TO BE MOUNTED 48" ABOVE FIN. FL. Cl '0'. ~ E. ALL SMOKE DETECTORS TO BE WIRED IN A MANNER SUCH THAT THE ACTIVATION QF .,0,').: '" (. ONE WIU ACTIVATE ALL ,,<0} 1~ / >y' 0'". Wind Ground Slesmic Snol'l'Loed Speed(mph) Design Cl!ltegory Climatic & Geo hie D_i Sub-ectto Oeme e From Criteria Weelhe' Fro&1 Line ~ng Depth VVinler Design Temp Ice Shield Under1a)m1ent ReCll.ired Flood Halen;! Termites Decay Sevel1l Sli httoMod No 11 Yo, 36" ModloHeav TABLE R402.2 MINMlM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE MIt....IUM SPECIFIED CQMPRE88IVE STRENGTlfI 'c \\9.THEFUHG PCJlBtlTIALM NECLIGlBLE MODEAAT! TYPE OR LOCATION OF CONCRETECONSTRUcnON SEMENT WAllS, FOUNDATONS, AND OTHER COt-rnETE NOTEJlPOSEDTOWEATl-ER BASEMENT SL./IBS AND INTERIOR SLABS ON GRACE:, EXCEPT GARAGE FLOOR SLABS BASEMENT WAllS. FOUNDATON WALLS. EXfERK:1R WALLS, D OlHER VERTICAL CONCRETE IhORK E~OSED TO WEATHER l='ORCHES, CARPORT SLABS AND STEPS ExPOSED TO 'V'.EATt1ER D GARAGE FLOOR SLABS FOR 511 POUND PER SQ. INCH "6.895\oPa SEVERE 2.500 2,500 2,500<: 2,500 2,500 2,500e 2,500 3,COJO 300Qd 2.500 3,OOO<1~ 3,500- I!I,AT28D.a:fSpsi b ~E TaE R3012(1}IN RESIDENTI1i.. ElJIlDING CODE OF NEWYCRK STATE FOO ~ATHER1NG P01ENTlJll c ('.:Ct.lCRETE IN lHESE LOCATIa-lSMAYE!E SUB.ECTTOFREEZlNG A"lDTHAMNG DJRING CONSTRUCTIO'l THERFffiE J\lR-ENTR~ INAA':ffiDA"lCEWTH FOOlNOTEd d. CONCRErE SH1i..L BE .t4R.ENTRAlNED. TOTAl... AIR CO\ITENT (PERCENT BY VOLUM: OF CONCRETE) SH.ALL NOT BE LESS THIIN 5 PERCENTCR MJRETHN\l7 A:RCENT e, g:e &::CTION R402,2 OFTHERESDENTlPL EUILDiNG CCOE OF NEWYORK STATE FOR MNIM.JMCEM::NT CXlNTENT ~->. 'V. '''b. '? NOTES: 1. THIS PLOT PLAN IS FOR REFERENCE ONLY, FOR ADDITIONAL INFORMATION SEE SURVEY PROVIDED BY A LICENCED LAND SURVEYOR. 2. LOT COVERAGE CALCS. LOT SF: 40173 EXISTING: 1273SF (3.2%) PROPOSED: 1705SF (4.2%) WIND UPLIPT DESIGN WOOD lllllAMl CONSTRUClTON MANUAL FOR ONE & TWO IIAML Y DWELLING (2oot IDITION) :: ~ /~ .,~, /...~ I:),,~,'l-Cl ~ .,'<> ~ c,':>'I- I:) '0 ? SECTION 3.2.2.1 ROOF ASSEMBLY TO WALL ASSEtJa.. Y TABLE 3.4 SECTION 3.2.2.2 WALL ASSEMBLY TO WALL ASSEMDL Y TABLE 3.4 SECTION 3.2.2.3 WALL ASSEMSloYTO FOUNDATION TABLE 3.2. 3.4B, 3.2C SECTION 3.2.3.1 HOlDDOWNS TABLE 3.17 SECTION 3.2.4.1 ROOF SHEATHING TABLE 3.10 SECTION 3.2.4.2 WALL SHEATHING TABl.E3.11 SECTION 3.2.4.3 FLOOR SHEAiHNG MIN. eo COMMON NAILS. 6.OC CENTER OF PAN. & 12.0C FIELD SECTION 3.2.4.4 ROOF CLAOOING PER MANF, RECOMMENDATIONS SECTION 3.2.4.5 WALL CLAOOING TABLE 3.11 SECTION 3,2.~.1 RIDGE STRAPS TABLE 3.; SECTION 3.2.S.2 JACK RAFTERS TABLE 3.6 SECTION 3.2.fl.3 NON-LOAOBEARlNG WAU. ASSEMBLIES TABLE 3.4C SECTION 3.2.S.4.1 HEAOER ANO/OR GIROER TO sruo TABLE3.B SEC110N 3.2.U.2 TOP & BOTTOM PLATE TO FULL HT. STUDS TABLE 3.5A PLOT PLAN ARCH. 1"=100.-0.' TABLE R301.4 Ml4IMUM UNIFORMLY DlSlRlBUTED LIVE LOADS roIPOUroIOSI'EFlSCIw.REFOOT M -*- EXTERIOR BALCONIES DECKS PASSENGER VEHICLE GARAGES TTICS WITHOUT STO RAGE TTICS WITH STORAGE ROOMS OTHER THAN SLEEPING ROOMS SLEEPING ROOMS STAIRS GUARDRAilS 8. HA8DRAIlS .. able taken from Re~el Code of NYS R=25' ;<1 L=39.27' I ~ ,(3 JtiO 1(P LIVE LOAD 60 40 50 10 20 40 30 40 200 R J WIND ARCHITECT, PC 4 Anthony Dr-ive ROCKY POINT, N.Y. 1177B PH: (631) 821-5582 Fox: (631) 821-5S82 PROTECT NA:ME: Tesiny Residence 1275 Gabriella Ct. Mattituck, NY DRAWING TITLE: GENERAL NOTES PLOT PLAN ;hATE, 411CV06 ....... SCALE: AS NOTED DRAWN BY RJW CHECK BY: RJW REVISIONS: "- ./ PROJECT NO. 1318 DWG. NO. Al '0 I Co @ A2 ~f x , ~I '" ~ - EXIST CONC. FOUND. 14"SQ 14"SQ 14" Q I~~ ~~ ~~I ~:.J ~:.J ~:.J I ' ;::' I I '" .;: ~ I I N'I ,xI I ~ '" I 18"SQ 18"SQ ~N' I 18"SQ "CONSERVADECK" . "CONSERVADECK" . it, BY "FOUR SEASONS" ..., BY "FOUR SEASONS" ...-li II I I I I II ~T~ I :T~ ~T~ IN;::' I I :; .X ~ I I ~ ~ I ~ ~ I 18"SQ it~, ...~, ...~-li ~tJ ~fJ Lj~ I ;::' ;::' , I I X X '" I , , - '" N X : 18 14"SQ ,rE+ ,r 24"SQ /li I 14"SQ ~ r!..., I ~ , l:.J-------------b_:j\----------~-~j I ~ '- 12" PIP CONC. PIP CONC. FTG. FTG. w/4"x4" ACQ w/4"x4" AQC WD. POS (TYP @ LANDING) 24' -0" POST (TYP) NOTE: RJ WIND ARCHITECT, PC ASSUMES NO RESPONSIBLlTY FOR THE DESIGN AND/OR PERFORMANCE OR CONSTRUCTION OF THE "SMART DECK" BY FOUR SEASONS. FURTHERMORE FOUR SEASONS WILL BE RESPONSIBLE FOR ALL ENGINEERING P ARf/AL.- FOUNDAnON PL.-AN 1/4-""'/'-0" ---...--..-..-- ".... ,.......... -.......---...... -... SUN ROOM WALL FASTENERS DESIGNED ~ ENGI NEERED BY "FOUR SEASONS" CONSERVADECK PANEL DESIGNED ~ ENGINEERED BY "FOUR SEASONS" N .. .. .. . . . .. .. , 9z ".,::. ([D FOOTING DEI AIL SCALE: 3/4"=1'-0" CONNECTION TO SE DESIGNED & ENGINEERED SY "FOUR SEASONS" FASTENERS TO SE ENG. SY "FOUR SEASONS" G" (MAX) (2)2"x12" AQC TREATED GIRDER ACQ TREAT WD POST SEE PLAN FOR SIZE "SIMPSON STRONG TIE" "cs" TYPE OR EQ. R J WIND ARCHITECT, PC 4 Anthony Drive ROCKY POINT. N.Y. 11778 PH: (631) 821-5582 Fax: (631) 821-5582 CONCRETE FOOTING 3000PSI MIN. PROJECI' NAME: Tesiny Residence 1275 Gabriella Ct. Mattituck, NY V.I.F. SOIL SEARING CAPACITY OF 2000psf MIN. DRA Wn-Ta TITLE' FOUND. PLAN DETAILS ATE: 4/10/06 SCALE: AS NOTED ISOLATOR TAPE DRAWNBY: RJW "SIMPSON STRONG TIE' POST CAP - BC4 CHECK BY: RJW REVISIONS: 4"x4" ACO TREATED WOOD POST NOTE: I. ALL FASTENERS TO BE STAINLESS STEEL. @N.T.S. / PROJECT NO. 1318 // DWG. NO. A2 ., . , o EXIST. FRAMED WALL ^ EXIST. SPACE MUST MAINTAIN MIN. EGRESS REQUIREMENTS "FOUR SEASONS" SUNROOM 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. SUN ROOM SHALL BE UNCONDITIONED SPACE NOTE: RJ WIND ARCHITECT, PC ASSUMES NO RESPONSIBILITY FOR THE DESIGN AND/OR PERFORMANCE OR CONSTRUCTION OF THE PRE-FABRICATED SUNROOM ENCLOSURE BY (FOUR SEASONS SOLAR PRODUCTS, LLC" STAIR: 8 1 /4" MAX RISER, 9" MIN. TREAD, 36" HIGH HANDRAIL w/EITHER 1 1/2"1ll OR PERIMETER OF 4" TO 5" FOR GRASPING, 36"MIN. LANDING PROJECTION, ALL VERTICAL GAURDS SHALL HAVE A MAX CLEAR OPENING OF LESS THAN 4" BETWEEN ELEMENTS 24'-0" o ~;~~L- FL-OOR PL-liN o I <Xl METAL FLASHING @SCALE: 3"=1'-0" 4-3/8'" S.S LAG BOLTS MIN. EMBEDMENT 3" SUN ROOM COMPONENTS R J WIND ARCHITECT, PC 4 Anthony Drive ROCKY POINT. N.Y. 11778 PH: (631) 821-5582 Fa., (631) 821-5582 PROJECT NAME' Tesiny Residence 1275 Gabriella Ct. Mattituck, NY DRAWINGTTI1..E: FLOOR PLAN DETAILS thATE 4/1&06 " SCALE: AS NOTED DRAWN BY RJW CHECK BY: RJW REVISIONS: "- / PROJECT NO. 1318 DWG. NO. A3 RELOCATED WINDOW D ., ., ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; I I I I L.J I I I I L.J 8 ;;:~~Lty IinON EXIST. HOUSE ; .., ; ; ...... '" ; ; '" I ; ; . ~ 0 - ; ; I ; ;" ; ; ; ; ; ; . N '" I I . O' Ii!; I I ;.,'" L.J I I U I I U I I U I I U o ;;,n;~~LEV liT/ON ,/' /' . ~ '" .1 STAIR: 8 1/'" MAX R'SER, 9" MIN. EAO, 36" HIGH HANDRAIL w/ElTHER 1 1 2-' OR PERIMETER or 4>> TO ~r FOR RASPING. 36"MIN. lANDING PROJECTlON. VERTICAl. GAURDS SHALL HAVE A MAX C OPENING OF LESS THAN ," BElWEEN E ENTS . N '" . O' Ii!; ;.,'" .., R J WIND ARCHITECT, PC 4 Anthony Drive ROCKY P01NT, N.Y. 11778 PH: (6.31) 821-5582 Fax: (631) 821-5582 PROJECT NAME Tesiny Residence 1275 Gabriella Ct. Mattituck, NY ORA WING TITLE: ELEVATIONS DETAILS AlA TR 4110f06 " SCALE: AS NOTED DRAWN BY: RJW CHECK BY: RJW REVISIONS \. .J PROJECT NO. 1318 DWG. NO. A4 SUNROOMS. CONSERVATORIES. PATIO ROOMS GLASS a SCREEN ENCLOSURES. SXYUGtfTS Outdoor Ljving..Jntloor6~ FOUR S~ASONS SOLAR PRODUCTS CORP. 5005 Veterans Memorial Highway, Holbrook, New York 11741 Tel (631) 563-4000. Fax (631) 218-9076 1-800-FOUR-SEASONS (1-800-368-7732) Internet http://www.four-seasons-sunrooms.com E-Mail info@four-seasons-sunrooms.com ENGINEERING CALCULATIONS STANDARD 230 SUN AND SHADE: CATHEDRAL DESIGN 18'.0" PROJECTION BY 24'.0" FRONT WALL WITH 4.25" OSB ROOF PANELS WI "H" BEAMS AND 12" TUBE RIDGE BEAM WITH 4RSB STIFFENER FOR THE TESINY RESIDEN LOCATED AT 1275 GABRIELLA COURT MA TTITUCK, NY 11952 DATE: April 21, 2006 THE ABOVE INDICATED PROJECT HAS BEEN EXAMINED FOR 45 psf GROUND SNOW LOAD 120 mph EXPOSURE B WIND LOAD AS PER THE 2002 NEW YORK STATE BUILDING CODE AND EITHER MEETS OR EXCEEDS THESE LOADINGS NOTES: 1. THIS SUMMARY PERTAINS TO THE STRUCTURAL INTEGRITY OF OUR UNIT UP TO, BUT NOT INCLUDING, THE CONNECTIONS TO THE EXISTING STRUCTURE AND/OR ANY NEW CONSTRUCTION. ALL SUBSTRUCTURE DESIGN REQUIREMENTS AND CONNECTIONS TO THE EXISTING STRUCTURE ARE NOT INCLUDED IN THE SCOPE OF WORK FOR THE FOUR SEASONS PRODUCT, AND MUST BE DESIGNED BY OTHERS. 2. THE ENGINEERING DESIGN SCOPE FOR THE FOUR SEASONS PRODUCT DOES NOT ACCOUNT FOR SPECIAL LOAD CONDITIONS CREATED BY ATTACHMENT TO THE EXISTING STRUCTURE. THESE MAY INCLUDE SNOW DRIFTING OR UNBALANCE SNOW LOADING. ANY SPECIAL LOADING CONDITIONS MUST BE EVALUATED BY OTHERS. SERIES 230 SUN if: SHADE CATHEDRAL DESIGN GENERAL NOTES H. SEALANT I. ALL 5EA:...ANT CONFORMS TO TT-5-00 I 543-A, TT-5-00230G, ASTM C-920 TYPE 5, GRAD:" NS, CLASS 25. 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 COMFONENTS. THE ACTUAL CONNECTIONS TO SUBSTRUCTURE SHALL BE DESIGNED BY OTHERS I GA5K..."TS I. ALL GASKETS ARE CO-EXTRUDED AND ARE NON-MIGRATORY. B. EXISTING STRUCTURES I . THE CAPACITY OF THE EXISTING OR NEW STRUCTURE TO RESIST ALL LOADS IMPOSED BY THE 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. J. ROO1\.l SPECIFICS REFER-ErJCE STANDARDS; ASTM E 119 ASTM E 1300 ASCE 7-96 C. STRUCTURAL STEEL ). ALL STRUCTURAL STEEL CONFORMS TO ASTM A3G OR ASTM A572 GRADE 50. a) WALL GLASS CODE 74. R-VALUE: 4.0 b) 4 1/4" ROOf PANELS W/ 7/ I G" OSB OUTER SKIN. .024 ALUMINUM INNER SKIN W/'H" BEAMS. c) (G) L1T1:: COLUMNS 0) (7J UTILITY "H" COLUMNS, (3) FRONT WALL TO HAVE 7BP BEAM POST e:) (I) 12" RIDGE BEAM wI 4R5B RAfTER STiffENER f) (I) S'v'IlNG DOOR '3) (4) SKYLIGHTS D. ALUMINUM I. ALL STRUCTURAL ALUMINUM CONfORMS TO THE MINIMUM REQUIREMENTS OF G005-T5 FOR ALLOY AND TEMPER EXCEPT A5 NOTED BELOW. GREAT ROOM 12 RIDGE BEAM.. .....GOG3-TG CORNER COLUMN. ..... ..GOG3.TG H-COLUMN.. .......................G I 05-T5 2. ALL STRUCTURAL ALUMINUM WORK CONfORMS TO "PART I-A - SPECIfiCATIONS FOR ALUMINUM STRUCTURES- ALLOWABLE STRESS DESIGN" OR "PART 1-5 - SPECifiCATIONS fOR ALUMINUM STRUCTURES - BUILDING LOAD AND RESISTANCE fACTOR DESIGN" OF THE ALUMINUM ASSOCIATION. ING. SEVENTH EDITION, EfFECTIVE JANUARY 2000. 3. IN ALL INSTANCES WHERE ALUMINUM COMES INTO CONTACT WITH STEEL, PROVIDE DIELETRIC SEFERATlON. 4. INTERJOR 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 31 05.H254 ALLOY AND TEMPER WITH A 0.024 THICKNESS. G. ALUMINUM ROOf SKIN PANEL RECEIVES ONE COAT OF PRIMER AND ONE COATOF PAINT. 7. ALL EXPOSED ALUMINIUM RECEIVES ONE COAT OF PAINT. COLOR TO IS COORDINATED WITH MODEL AVAILABILITY. K OFfl teTiON r:RITFRIA I . ALL MEMBERS MEET OR EXCEEDS THE FOLLOWING MINIMuM DEfLECTION LIMITS; LL DL + LL ~ a. STP,UCTUAAL ALUMINUM: b. PANELS: c. GlASS Ul20 UI75 L. DESIGN LIVE LOADS STRUCTURAL MEMBERS HAVE BEEN DESIGNED FOR FULL DEAD LOADS AND THE FOLLOWING LIVE LOADS IN ACCORDANCE WITH THE 2002 NEW YORK STATE BUILDING CODE' I. DEAD :..DAD, 7 PSF E FASTENERS I . ALL LAG BOLTS SHALL CONfORM TO ASTM A3G. 2. ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8x BOLT DIAMETER INTO STRUCTURAL FRAMING (G=.45 MIN.) 3. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT GREATER THAN 70 FERCENT OF THE THREAD DIAMETER OF THE BOLT OR SCREW. ALL LAG BOLTS AND SCREWS SHALL BE INSERTED IN PILOT HOLES BY TURNING AND UNDER NO CIRCUMSTANCES BY DRIVING WITH A HAMMER. 4. ALL EXPANSION ANCHORS SHALL BE DESIGNED (BY OTHERS) IN ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S REQUIREMENTS AND AllOWABLE LOADS AND SHALL ONLY BE APPLIED IN CONDITIONS ACCEPTABLE TO MANUFACTURER. 5. ALL FASTENERS CONNECTING ALUMIMUM COMPONENTS ARE STAINLESS STEEL TYPE 300 16-8 UNLESS OTHERWISE NOTED ON PLANS. 2 GROUND SNOW LOAD: 45 FSF 3. WIND LOAD: BASIC WIND SPEED, 120 MPH WIND E,XPOSURE, B VELOCITY PRESSURE EXPOSURE COEFFICIENT, Kz: 0,7 DIRECT:ONALlTY FACTOR., t<..d: 0,85 GUST EFFECT FACTOR, G: 0,85 IMPORTANCE FACTOR, I: 1.0 INTERNAL F'R;:'5!:iURE COEFFICIENT, GCpl' 0.55 DESIGN WIND PRESSURE (WAW: 26.98 PSF DESIG~ WIND PRESSURE (ROOF): 28.84 PSF CONFORMS WITH PARTiAlLY ENCLOSED DESIGN AND DOES NOT REQUIRE HURRICANE SHUTTERS f. GlASS I. GLASS UNITS CONSISTS OF TWO PANES OF 1/8" THICK TEMPERED GlASS WITH A 5/8" STAINLESS STEEL SPACER BETWEEN PANES WITH AN ARGON fiLL. 2. GlASS CONFORMS TO ASTM E 1300. 3. ALL MC-I G CLEAR ARGON ROOF GlASS HAS THE FOLLOWING MINIMUM PROPERTIES: VISIBILITY TRANSMITTANCE = 16% SOLAR TRANSMITTANCE = 10% ULTRAVIOLET TRANSMITANCE = 7 % VISIBLE OUTSIDE REFLECTIVITY = I I % VISIBLE INSIDE REFLECTIVITY = 25 % SHADING COEFFICIENT =.18 SOLAR HEAT GAIN COEFFICIENT =.15 RELATIVE HEAT GAIN = 39 ASH RAE WINTER U VALUE = ,25 ASHRAE WINTER R VALUE = 4.0 4. ALL MC-56 CLEAR ARGON WALL GlASS HAS THE FOLLOWING MINIMUM PROFERTIES: VISIBILITY TRANSMITTANCE = 5G SOLAR TRANSMITTANCE = 29 ULTRAVIOLET TRANSMITANCE = 13 VISIBLE OUTSIDE REFLECTIVITY = 10 VISIBLE INSIDE REfLECTIVITY = 17 SHADING COEFFICIENT = .38 SOLAR HEAT GAIN COEffiCIENT = 33 RELATIVE HEAT GAIN = 79 ASHRAE WINTER U VALUE = .25 ASHRAE WINTER R VALUE = 4.0 4. LATERAL DESIGN CONTROLLED BYWIND. ENERGY INFORMATION: R-\ii'.LUE 3" SOLID ROOF PANEL: 13.4 R-VALUE 4.25" SOLID ROOf PANEL: 16.G I R-VALU:: 7/6" ROOf GLASS PANEL: 4.0 R-VAL')E 3" SOLID WALL PANEL: 13.4 R-VALU:: 7/8" WALL GLASS PANEL: 4.0 WIND-BORNE DEBRIS REGIONS: (EITHER) I) AREAS WITHIN HURRJCANE-PRDNE REGIONS WITHIN I MILE OF THE COASTAL MEAN HIGH WATER LINE WHERE THE BASIC WIND SPEED IS I 10 MILES PER HOUR OR GREATER. 2) AREAS WITH A BASIC WIND SPEED OF 120 MILES PER HOUR OR GREATER. IN THESE REGIONS ACCORDING TO SECTION I G09. 1.4 OF 2002 NYSBC, THE GlASS SHALL BE ASSUMED TO BE OPEN. THE SUNROOM IS THEREfORE ANALYZED AS A PARTIALLY OPEN STRUCTURE ACCORDING TO ASCE 7-98 (SECTION I G09.1.1, SECTION I G09.1.4.1, 1 G09.2). M. COORDINATION I . FOUR SEASONS SUNROOMS IS NOT RESPONSIBLE FOR VERIFYING 1$ COORDINATING Tl1E INFORMATIONBETWEENTHESE DRAWINGS 1$ ANY OTHER DRAWINGS USED IN CONJUCTION WITH THESE DRAWINGS. N. ABBREVIATIONS THE 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 PART D. "ALUMINUM" FOR PANEL SKIN INFORMATION. 2. PANEL CORE FOAM IS PREFORMED EXPANDED POLYSTERENE BOARD (EPS). WITH A NOMINAL DENSITY OF EITHER 1 POUND PER CUBIC FOOT OR I .5 POUNDS PER CUBIC fOOT AND AS MANUFACTURED BY EITHER POLAR INDUSTRIES OR CARPENTER FOAM AND LISTED BY RADCO UNDER LISTING NUMBES 120 I 1$ I 182, RESPECTIVELY. 3 PANEL COMPONENTS ARE BONDED TOGETHER BY MORAD M.G40 SERIES AS MANUFACTURED BY ROHM AND HASS COMPANY I . TYP _ TYPICAL 2. SIM _ SIMILlAR 3. GON . UNLESS OTHERWISE NOTED 4 CONT - CONTINUOUS o CONSTRUCTION SAfETY I. Tt1ESE DRAWINGS DO NOT CONTAIN NECESSARY COMPONENTS FOR SAfETY DURING CONSTRUCTION. 2 THE INSTALLER SHALL PROVIDE ADEQUATE TEMPORARY BRACING, SHORING 1$ GUYlNG Of FRAMING AGAINST WIND, CONSTRUCTION LOADS .$ OTHER TEMPORARY FORCES UNTIL NO LONGER REQUIRED FOR THE SUPPORT Of THE FRAMING. P. PATIO COVER I. WHtN U::>tu A:::J A r'AIIO COVER THE ROOM CONFORMS TO ALL APPLICABLE PROVISIONS OF EITHER a. APPENDIX H OF THE 2000 IRC OR 2003 IRC, WHICHEVER 15 APPLICABLE. b. APPENDIX I OF THE 2000 IBC OR 2003 IBe WHICHEVER IS APPLICABLE. FASTENER SCHEDULE FOR 230 SUN ~ SHADE TO EXISTING STRUCTURES $ fOUNDATIONS COMPONENT fASTENER NO/5PAClNG (MIN.) fASTENERS COLUMN!5ILL 318"" BOLT wi 2 (MIN.) @ EACH COLUMN , 114"WASHER AND I G" O.c. (MAX) POST CLIP 318"0 2(MIN.) PERCLlf' WI I 1/4" WASHER 2 IN TOP G"(3" APART) WALL COLUMN 3!8"1lJ 30" OC. (MAX) VERTICALLY 2@EACH5IDEOfPANEL R.IDGE'I 318"0 AND 2 @ I G" O.c. (MAX,) (G PER LENGTH OF PANEL MIN) RIDGE "2 318"", 3 (MIN,) POST "2 318" '" 4 (MIN.) NOTE; ALL fASTENERS SHALL BE STAINLESS STEEL 4 SHALL HAVE MINIMUM 3" EMBWMENT INTO STRUCTURAL FRAMING "I = STRAIGHT EAVE DESIGN "2 = CATHERDRAL 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 RESPONSIBLlTY OF THE PARTNER TO COORDINATE CHANGE ORDER REQUESTS THROUGH THE CUSTOMER SERVICE DEPARTMENT AND/OR THE TECHNICAL DEPARTMENT. ~---;~ P "E:' .. ...."'c> " '~ (( "''7J'~''r''~'''''At ~ f.:'-';')j.:.,:;,::-:,..r; * .. ~.'.'~&i,"'\"':n tg~>.,~,'i;; ,:,; ':t\';' H,'LO::- .2-"Y~, . _ ~ ~.",~., ~ ';?>~~ "eo" ""tfj ~ C>"k9j.7.'fI"f,..~ ~ ~ "'l! NO. > ~ P'OFESS\~\\,,\ DOCUMENTS ARE VALID ONLY WITH AN ORIGINAL STAMP AND DATED SIGNATURE (j) Z o ~ > LU ---l LU 4:13- Z <( ---l (L ~ o :i u ~ rfJ 5 f- ~ U >- ~ ~ <: 15 Cl" ~ 013?: ~ ~ s: - ~ p.. :;! ~ 8 ~ ~ ~ ~ --< ~,,~ ~:E ~;2 o (/J ~ ~ r.f.:l ;Z 0 t (/)ffi~~ ~ ~ ~ ~ ~ (/)~ 0 --<., ~ ~ ~ rfJ W ~ ~ ~ W o " . f-- GCN :=lLf) O(j) u ::;- z id~ 0 iZ lS) rfloL ~ <(U I: >-01='0 ZLf)~O~ :D~~~8 f-- LNlS) z o - N g] lfllfl "-' lfllfl "- I-lLllLllUtf) z G!: G!: Z lLJ lLlOOO.....J ::::i 0 0 I: <i U <C <{ D- tf) ---1 ~ o lLJ :r:: ~ U lLJ o <:t: :r:: <.f)~ Oi ...r " .j :z:~ =:lo U)" o ("() C\J U) lLJ ~ lLJ U) REV Nol DATE I BY DRAWN BY, JP REVIEWED BY,\N? CONTRACT DATE, 04/03/0G DATE,04/17/0G JOB #, TESINY OF 7 -------A _______ '-..'Y ~ I ~// / / / / / / / / / / / EXISTING WALL' / / / / / / / / / / / / // t:;=\t A o:~ G A\ '-V UTILITY 'H" UTILITY 'H' COLUMN COLUMN g 2" RIDGE BEAM cS>~ wI 4R5B RAFTER ~ STifFENER D 5 I 5'-0" FJ;:;:I SLIDER ~, WINDOW UTILITY "H" UTILITY H '-'> m COLUMN h-.. ~ ,':;JII I \.V H I ]. UTILITY "H" COLUMN ~ fA\/ '- UTILITY "H" COLUMN LUTILlTY "H" COLUMN /C, wI 7BF BEAM FOST \V wi 7BF BEAM POST wI 7Bf' BEAM POST W 24'-0" ~ ~ ~II~~ i ~II ,,;, II "" II~ ~ I ~ , I II I ii2 ~ G'-O" I 5'-0" 5'.0" I G'-O" '!? . ;:'j SLIDER I SLIDER II SUDER I SLIDER - CJ)"- WINDOW I WINDOW WINDOW I WINDOW '1"::::::'0 -- - rB\ - -- =~II AI I: wr : ~ TOP OF FlNISH FL J:l 'J""O' 0" j /'A\ \' rB\ , '\..}/ 24'-0' \V 0~~WN 12 ~4 ~R --- GLASS KICK PANELS 1 (;'-0" SLIDER WINDOW - ~ 'V ~ "-V DOCUMENTS ARE VALID ONLY WITH AN ORIGINAL STAMP AND DATED SIGNATURE / \Vr / ~ 1;",5'-0 \ FRENCH \' / \ A \ / 1/ II I ^ "'.;-~~ '-V 0' Nnoo ~ m.~18'-0: rT '" 7S"\f!,~-~ ~~\ ~ '" ' 'I' ~';:r>';;:~:~--:;;"-{-.~~1" '?' ;-~,".-',:;:\;i'~:'~'}%'1 5'.0" SLIDER WINDOW G'-O" SLIDER WINDOW - - rG\ ~ I J II 18'-0" @ ~kl'9N 11 ],:"~ f 5'-0" SUDER WINDOW - II ID\ ~ U) Z o ~ > lLJ ---1 lLJ t2 ::)C\J Om um S- -.J>- Z lUZ 0 OZ,.,: g;l <Du <( -Ill-- <(::) I: >-<.'Jf-O Zzmf=O~ f'--f-OO <(iDC\J~mu ---1 f- C\J (f) 0.... f5 - (\J iQ enen ~ en en <L ~~~~tD lUooQ--l :::i 0 0 :r: <( U<(<(!LtD ~ --! o ~~ u ~O CIJ ~ lLJ E-< 5::r:: u,. :;: ':::;:: ;:J< 5-..... CI" -;',3 U o a ~ i;:i ~5:-",U-I ~~~~D _o~ ~ "',. ~ <( -< ~ ,,~ ::r:: ~~~~,,,", ~ O:E ." \J J " CIl:::'::: f- ...; cnZOu ~o rl'\ ~ ~ ;:: .:i ..,~ UJ Q:l::J :z: '" Z Eo-.....J Z ...... o ~H ~ ~ CJ:l 2 Cl \.) J -< 5; ~ 0 ~ ::1 r.IJ ~ ("() ~ QC'\J ;:J ::l o Cl (j) "'" U-I lIl~ REV Nor DATE I BY DRAWN BY, Jf REVIEWED BY, t'l'? CONTRACT DATE 04/03/0G DATE, 04/ I 7/0G JOB#, TESINY 2 OF 7 EXTR'D ALUMINUM FIXED EAVE (A"7E3B) (4/' 2 PITCH COMES W/STD. TRAPEZOID GLASS IN PEAKED WALL. ANY OTHER PITCH WILL RECEIVE ADJ. EAVE ~ TRANSOM FRAME ~ L-ANGLE. CUSTOM GLASS TO BE ORDERED ONCE FRAMED) CD ?c~~p~R,~c? EAVE #8 x '/2" TEK SCREW @ I G" O.c. (7"50) (TYP. ALL ELEVATIONS) B 3 :Q o li..l 0 ~ 0 li..l 0 LL 2 o <( li..l ~ o 0 :Q 0 li..l 2 o :;:: 2 :0 LL o <:n lL ::::. 0 If) f- - LL o li..l <f) oL <0 ~ If) o <f) GLASS KICK TO SLIDER SCALE; G" = 1'.0' A 3 MINIMUM CONNECTIONS ARE SHOWN IN THE SCHEDULE ON PAGE I . ACTUAL DESIGN OF THESE CONNECTIONS MUST BE DETERMINED BY OTHERS. SILL TO GLASS KICK SCALE: G" - 1'-0" SUDER WiNDOW Tr lb PANEL oL Q If) C\J C\J FOR DETAILS NOT SHOWN SEE EB <:n t?i o U 2 f..- If) LL Om >-_2 :cO 0ii\ ii:J:o :coL f-f- :016 u-, " <( UlU :::~ "'li..l 0> <f) m '>Lfrii= oS:2::::l:L: u L u:: S2 = ZlLJ 1LI~ _ u:r: 1:--- iQ::;t:f-O"1 -lL~:OC\j C\jl1.J---lUC\J oLli..l-, C\JOZlLJ ~<(2 ~lL<( lL " 0 Qu 0"12 <0 ~ If) o <f) N ~ EXTR'D ALUMINUM HEAD FRAME ADAPTER (A" I 4HA) EXTR'D ALUMINUM DOOR FRAME (A" I 4HJ) f- :c <.:) iLi :r:: oL o o o o <f) SETIlNG BLOCK (HK 1032) OUT5/DE OF poon NOTE, AFTER CRIMPING FRAME TOGETHER DRILL INTO SIDE OF FRAME IN ORDER TO INSTALL HEAD ADAPTORS. (REF DWG 14-05) _I~_J\ /-~-I- I I I I I I EXTR'D ALUMINUM INSWING SILL (AN I 41S) # lOx 2 1/2" PAN HEAD FRAME SCREWS (HN2027 GEAR WEEPS (CG30 I 0) EXISTING FLASHING (BY OTHERS) FLUSH BOLT PACKET (FOR DOUBLE DOORS ONLY) (CN / 039) USE (HN I 044) SCREWS WITH STRIKE PLATES INSWING DOOR SILL SECTION NOT TO SCALE /N5/DE OF poon END CAPS (C9 I 13LH) (C91 /3RH) SWING DOOR HEADER SECTION NOT TO SCAll'. t\2 ,1"'\ :0 C\J \J J 0 Lf) ---l u~ <C 5- -l)- Z I-- li..lZ 0 UJ OZ >L \Q O (!) U <( <(::::J :c )-0f-O ZLf)i=o~ if)t'--~OO li..lC\J~Lf)U f--2C\JU) z o - C\J <n \JJ tJ) :i:J <n <n <L tz :iZ :iZ ~ <n LU D 0 0 ~ ::J 0 0 :r: <{ U <( <( lL (j') 'r -I oo~ ~o :i1lL.J zr ~ U lL.J o <C r U)~ ~~ :z::~ :::l 0 (j):> o c-<) 0J (j) lL.J 0.( lL.J (j) LL 04' 20 0;;; ~f- Om [[)<( UJ ?; DRAWN BY, JP REVIEWED BY, CONTRACT DAT[ 04/03/0G DATE,0411710G JOB #, DOCUMENTS ARE VALID ONLY WITH AN ORIGINAL STAMP AND DATED SIGNATURE TESINY 3 OF 7 I OUTSIDE oe ROOM INSIDE Of ROOM ~ c ~ UNIT WIDTH/ LENGTH A 4 #8 x 112' TEK SCREW (HT I 50) @ I G" OC. MAX. EACH SIDE fXTR'D ALUMINUM CLOSED SILL (A"7C5) 2xG DECKING OR 3/4" PLYWOOD fLOOR SHEATHING (TO BE EVALUATED BY OTHERS) INSIDE ROOM MINIMUM CONNECTIONS ARE SHOWN IN THE SCHEDULE ON PAGE I. ACTUAL DESIGN Of THESE CONNECTIONS MUST BE DETERMINED BY OTHERS 2XG JOIST @ I G" O,C. G= .49 (MINIMUM) (TO BE EVALUATED BY OTHERS) 2X BLOCKING G= .49 (MINIMUM) IF REQUIRED FOR lAGS. (TO BE EVALUATED BY OTHERS) B 4 lBP BEAM POST #8 x 1/2" TE" SCREW IH?" I 50) SIX AT EACH COLUMN EXTR.'D ALUMINUM UTIUl'Y H-COLUMN (AT 145) EXTR.'D ALUMINUM WlNDOW JAMB (AT I 3 I U) MINIMUM CONNECTIONS ARE SHOWN IN THE SCHEDULE ON PAGE I ACTUAL DESIGN OF THESE CONNECTIONS MUST BE DETERMINED BY OTHERS CONT. EXTR'O AlUMINUM CLOSED SILL (A 7CS) UTILITY H-CHANNEL CONNECTION AT SILL NO..O 5CAl~ SILL TO DECK CONNECTION DETAIL ~OllO~AJ.E 2 LAG BOLTS @ TOP G" Of COLUMN SPACE @ 3" O_C VERTICALLY t @ 30" OC VERTICALLY (COORDINATE WITH SCHEDULE) OUTSIDE FACE OF EXISTING STRUCTURE (@ STRUCTURAL FRAMING) APPLY CAULKING BETWEEN SILL.f- WAll MINIMUM CONNECTIONS A.RE SHOWN IN THE SCHEDULE ON PAGE I" ACTUAL DESIGN OF THESE CONNECTIONS MUST BE DETERMINED BY OTHERS_ 118.1/2" TEK5CREW (HrISO)@ IG"'O_C EACH SIDE VERTICALLY EXCEPT @ TOP 9" PROVIDE 3 EACH SIDE (SPACE @ 3" o C.) EXTR'D ALUMINUM CLOSED SILL (A7CS) PLACED VERTICALLY AGAINST WALL (SHOWN) OR EXTENSION SILL (N7XS) PIAN VIEW E 4 GABLE ATTACHMENT AT HOU5EWALL w/50LlD FILL ~or 10 5CA.l' INSIDE ROOM /lOx 1/2"TEKSCR!:W (Hr I 50) SIX AT EACH COLUMN EXTR'D ALUMINUM UTILITY H-COLUMN (A7" '45) EXTR'D ALUMINUM WINDOW JAMB (Ar I 31 U) 1/2" SECONDARY PANEL (fiXED PANEL) EXTR'D ALUMINUM DOOR fRAtv1E (A'14HJ) EXTR'D ALUMINUM "H" CHANNEL (A7" I I I) VENICE DOOR HANDLE (C"91 07LH) LEFT HAND HANDLE EXTR'D ALUMINUM WINDOW JAMB (A7" I 31 U) MINIMUM CONNECTIONS ARE SHOWN IN THE SCHEDULE ON PAGE I" ACTUAL DESIGN OF THESE CONNECTIONS MUST BE DETERMINED BY OTHERS. CONT" EXTR'D ALUMINUM CLOSED SILL (A'7CS) UTILITY H CHANNEL CONNECTION AT SILL NOTT05CAlE INSIDE ROOM 121/4" C 4 EXTR"O ALUMINUM UTILITY COVER (A"SGT) #8" 1/2" TEK SCREW (H?' I 50) SIX AT EACH COLUMN EXTR'O ALUMINUM UTILITY H"COLUMN (A7"145) PRIMARY PANEL (OPERABLE PANEL) VENICE DOOR HANDLE (("9 IOORH) RIGHT HAND HANDLE 'N5IDc C'" OJr5/DE 0'" k'OOI1 D 4 NuC-aSCAlF fOR G'.O" OOOR- 72 1/2" OVERAll GABLE ATTACHMENT AT HOU5EWALL w/WINDOW VENICE DOOR HANDLE (C"9 107LH) LEFT HAND HANDLE VENICE DOOR HANDLE (C"9 I DBRH) RIGHT HAND HANDLE EXTR'D ALUMINUM CORNER COLUMN (A-7C9) 1/2" DOCUMENTS ARE VALID ONLY WITH AN ORIGINAL STAMP AND DATED SIGNATURE U) ---l <( I- l1.J o f;;; ::IN olf) u~ S z id~ 0 ii2>L ~ [Qu <{ <{::l :r: >-<-')\-O Zlf)i=O~ [j~~~8 \--""Ntf) z 0 N <J) '" <J) <J) ~ <J) <J) '- f- ~ ~ ~ <J) z '" '" z ~ ~ 0 0 0 ~ :0 0 0 I: <( U <( <( '- <J) >- < ,. "'~ "'~ :;: ~~ "'>- 0,. :E", :E z_ ~'" zO <0 '" '" '" '" f- -' "'0 > '" Iii ~ ---1 ~ ~ " :5 0 '" U-J z ::r::: " ~ ~ ~ z 0 ~ U < '" ~ '" U-J " 0 0 f- <C f- 0 '" ::r::: '" If) ::: '" " f- ~ '" u OJ < f- " " :z: '" z " < =:l 0 :E " " If) z < 0 ~ " '" ('() z OJ C\J in '" " If) U-J ~ U-J If) BY DRAWN BY, Jf REVIEWED BY, CONTRACT DAlEo 04/03/0. DATE,04/17/0G JOB #, TESINY 4 OF 7 EXTR'D ALUMINUM 4" SNAP-ON GUTTER (A"74GC) #8, 1/2" TEK 5CREW (Hl" I 50) @ I 2" O.C. MAX. # I 4A , 5" ROOF 5CREW WITH WA5HER (HK2 135) 51X 5CREW5 PER PANEL @9" O.c. 3/ I (;" WEEP HOLE (AT ROOF PANEL 5EAM5) #8 x I 1/2;' TEK SCRfW (H'2020) @ I 2" O.c. MAX. EAVE $ ROOF CONNECTION NOT TO SCAlf #8, 1/2" TEK 5CREW (Hl" I 50) @ I 2" O.c. 5TAGGERED 51DE TO 51DE (ON TOP . BOTTOM) EXTRD ALUMINUM 4 1/4" ROOF BEAM (A'74RB) EP5 FOAM 5EALANT (EXTERIOR ONLY) ALUMINUM SKIN BOTTOM ONLY ROOF PANEL TO ROOF BEAM NOT TO SCALE COUNTER FLASHING (BY OTHERS) #8, 1/2" TEK 5CREW (Hl" I 5 51X ON TOP . BOTTOM OF PANEL (MINIMUM) 4 1/4" THICK 05B ROOF PANEL % ~UNITWlDTH--j CD ~p,~~AP,ETAIL 1/8" 05B 5KYLlGHT AS5EMBLY (BF224(;M78) 5TEP FLASHING TYPICAL BOTH 51DE5 BY OTHERS LEXEL(TM) 5EALANT 5UPPLlED BY OTHERS ROOF 5HINGLE5 TYPICAL BY OTHERS '- BUTYL TAPE IN5TALLED AT FACTORY AT FLANGE PERIMETER, TOP AND BOTTOM. 05B ROOF PANEL OUT51DE FACE OF EXI5TING WALL (@ 5TRUCTURAL FRAMING) MINIMUM CONNECTION5 ARE 5HOWN IN THE 5CHEDULE ON PAGE I. ACTUAL DESIGN OF THE5E CONNECTION5 MU5T BE DETERMINED BY OTHERS. EXTRD ALUMINUM 4" RIDGE (A'74RR) 22 1/4" ROUGH OPENING 22" GLASS WIDTH -1 '" i': ,- 51L1CONE 5EALANT - A7' 172-1 (;5U CUT TO FIT, 45 DEGREE AT CORNERS #8"/2" TEK 5CREW (l" I 50) TYPICAL SKYLIGHT DETAIL NOT TO SCALE EXTR'D ALUMINUM FIXED EAVE (A"7E3B) (4/12 PITCH COME5 WI5TD. TRAPEZOID GLASS IN PEAKED WALL. ANY OTHER PITCH WILL RECEIVE ADJ. EAVE. TRAN50M FRAME. L-ANGLE. CU5TOM GLAS5 TO BE ORDERED ONCE FRAMED) #8, 1/2" TEK 5CREW (Hl" I 50) 51X AT EACH COLUMN AND @ 1(;" O.c. MAX. #8, 1/2" TEK 5CREW (Hl" I 50) @ 12" O.c. MAX. \ 4 1/4" THICK 05B ROOF PANEL EAVE FASCIA ON GABLE NOT TO SCALf 1/8" = D D DO DOCUMENTS ARE VALID ONLY WITH AN ORIGINAL STAMP AND DATED SIGNATURE ~ tf) ::lC\! alf1 -l U~ <( <{- :::j)- Z I- ll.JZ a ti2>L If) llJ Z 0 ((lu <{ <{::l :r: )-"'1-0 Zlf1f=O~ liil'-';;;Oa ll.JN l!lU 1--2C\!lf) z 0 N <J) "" <J) <J) ~ <J) <J) (L f- lU lU lU <J) Z "" "" z ~ lU D D 0 ~ ::0 D D r: '" U '" '" (L <J) --.I ~ 0 1LI :r:: ~ U 1LI 0 <:C :r:: ~ If) .: ~ '" " .j :z: "' " ::::l " If) ;; 0 C'<) N If) 1LI ~ 1LI If) REV NO BY DRAWN BY, JP REVIEWED BY, CONTRACT DATE, 04/03/0(; DATE, 04/ 17/0(; JOB #, TESINY 5 OF 7 _________ EXTR'D ALUMINUM ~ 4 1/4" RIDGE (A"74GRJ # lax I 1/4" TEK SCREW (H"202G) @9"0.C. 1/4" x I 1/4" SELF THREADING SCREW (HN2080) @'" 9" o.c. TO SECURE RAFTER STIFFENER TO BAR EXTR'D ALUMINUM RAFTER STIFFENER (A"4RSB) EXTRD ALUMINUM RAFTER STIFFENER COVER (A"4CR) I 2" RIDGE BEAM NOT TO SCALE "DAM" AGAINST HOUSE WALL INSERT SHIMS ON EITHER SIDE OF I 2" BEAM TO ENSURE SNUG FIT EXTR'D ALUMINUM I 2' BEAM SUPPORT CLIP (CN7207) (AT HOUSE WALL) TRIM 2 3/8" OFF THE ENDS OF THE GUTTER TRACKS FOR PROPER FIT EXTR'D ALUMINUM I 2" BEAM (A" I 2LW) 5 - 3/8" X 3" THRU-BOLT WI NUT @ EXISTING STRUCTURE (HDWI 0085) MINIMUM CONNECTIONS ARE SHOWN IN THE SCHEDULE ON PAGE I. ACTUAL DESIGN OF THESE CONNECTIONS MUST BE DETERMINED BY OTHERS. T-- 1 1 -I 0\ 1- \ ;/- - 1 1 ~I 0\- \ 1 _;I 1 1 ~I 0\- \ ;I 1- - 1 1 - 1 (0' - \( ;L - I I I I _ I I (); [ I \(~ I 1 1 L__I o SECTION "X" EXISTING STRUCTURE b2 ,("\ ::l N \J) 0 lf1 ---1 U~ .A' :::;- '-l.. --.J >- z \-- llJZ 0 LU (i2 '" tf) O {[Ju ~ <l:::l I: >-I.'lf-O Zlf1f=O~ (j)t'-I:;;OO llJN -lf1U f--LNtf) z 0 - (\J :Q If)lf) "-' If) If) <L f- "-' It!~tf) z '" "-' 0 o 0 ~ :J 0 O:c <( 0 <( <( <L If) -I ~ ~ " 8 D '" lLJ z ::r::: ~ U lLJ D <C ::r::: U) i!i ~ "' " .:J :z:: "' '" =:J 0 U) " 0 C'<) N U) lLJ oL lLJ U) BY DRAWN BY, JP REVIEWED BY, CONTRACT DATE 04/03/0G DATE, 04/ I 7/0G JOB #, DOCUMENTS ARE VALID ONLY WITH AN ORIGINAL STAMP AND DATED SIGNATURE TESINY G OF 7 . TOP OF~ UTILITY 'H' ..- ..........--. ___ ~ ~ --J !--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 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 1 I I I I I I : f! f~:: I :! I I II~- II I II@@@II : I f--------1 I I I 1 I I I SUPPORT BEAM BEAM (7BP) ~RIDGE BEAM f1 -l~ I~ ,~ f1 ,~ --J~ J~ POST CLIPS (CN 13005) SECTION X UTILITY 'H' ffi FOR CONNECTION B @ FOUNDATION 7 SEE JAMB OF GLASS TRAPEZOID TRANSOMS # lOX I 1/4" SCREW (HN202b) THRU ELECTRIC "H" INTO POST AND SUPPORT BEAM POST TO BEAM CONNECTION DETAIL NOT TO SCALE POST I /4" X I I /4" SCREW (HN2080) TYPICAL POST CLIPS (CN I 30051 MINIMUM CONNECTIONS ARE SHOWN IN THE SCHEDULE ON PAGE I. ACTUAL DESIGN OF THESE CONNECTIONS MUST BE DETERMINED BY OTHERS. CLOSED SILl- (A"7CSI UTILITY "H" CHANNEL #8 X 1/2" TEK SCREW (H7" I 50) @ 100.C. VERTICALLY (TYPICAL) 25/8" 51 LL CUTOUT T f- :0 - 0 Nf- -:0 -u N~ ~ <fi t I I I PLAN VIEW ii:J en POST (7BP) POST BASE DETAILS NOT TO SCALE Q PRIOR TO POST INSTALLATION <'1 i8 3 - 1/4" X I 1/4" SCREW (HN2080) TYPICAL EACH CLIP WITH POST INSTALLED DOCUMENTS ARE VALID ONLY WITH AN ORIGINAL STAMP AND DATED SIGNATURE (f) --.J <( I- lLJ o tl2 ::)N OLfl u~ ~;:: Z LUZ 0 iiZ Lfl rJJ>L ~ <(U :r: )-0EOf- ZLfl~Of- (f)1'--~OO LUN~LflU f--2NLfl z o - C\j :Q <J)<J) cu <J) <I) IL ~~iit~U) UJ D 0 0 ~ :::i 0 0 J: <( u <( <:( (L If) ~ o U r:n E-< ~ " o o " z => ~ ., z o DRAWN BY. JP REVIEWED BY. CONTRACT DATE. 04/03/06 DATE. 04/ 17/0b JOB #. TESINY 7 OF 7