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Home My WebLink About31938-Z FORM NO.4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32066 Date: 12/12/06 THIS CERTIFIES that the building ADDITION Location of Property: 3955 (HOUSE NO.) County Tax Map No. 473889 Section 15 PARK VIEW LA (STREET) Block 1 ORIENT (HAMLET) Lot 33 SUbdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 28, 2006 pursuant to which Building Permit No. 31938-Z dated MAY 1, 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 UNHEATED SUNROOM ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to SEEORIENT LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 3015910 11/30/06 PLUMBERS CERTIFICATION DATED N/A Signature Rev. 1/81 ~~ ~ 0'>'733:;' O~i Yl.:J. 1/157 c-0~p-r-i';'-R01 , I' _)___. .r'i':'il , i IE" 2006 I; , I , Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 I "'')--kpPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/1 0 of 1 % lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a cetiificate 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 buildiugs aud "pre-existiug" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Cetiificate 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, Swinuning 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. 101 '2...0 (Of;:> New Construction: Old or Pre-existing Building: (check one) ~ "" -e.u..-t Location of Property: 335S- House No. -POykvl-€Jv..J ~..e Street II am! et Owner or Owners of Property: _t-JO (Q. CoV\a..wt-1 Ot5 s.~o",-e..,Jf LI. C- . Suffolk County Tax Map No 1000, Section &.. -e.t2AA ~.J... Permit No. "?:>\ 0, 3 9 - r Date of Permit. Block ,>-yr) I Lot D3.3. Subdivision 1.0(0 Filed Map. Lot: Applicant:~' ~~, 5, ~..e.e. cM.e~ L<.. C- Health Dept. Approval: Planning Board Approval: Underwriters Approval: Request for: Temporary Certificate Final Certificate: ~ (check one) N ~-d-- Applicant Signature Fee Submitted: $2..5 - 00 rJvc... 7 ) If f{.5 co~3;JD~ C. 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. 31938 Z Date MAY 1, 2006 Permission is hereby granted to: SEEORIENT LLC PO BOX 352 ORIENT,NY 11957 for : UNHEATED SUNROOM ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 3955 PARK VIEW LA ORIENT County Tax Map No. 473889 Section 015 Block 0001 Lot No. 033 pursuant to application dated APRIL 28, 2006 and approved by the Building Inspector to expire on NOVEMBER 1, 2007. Fee $ 150.00 ~WL I Authorized Signature ORIGINAL Rev. 5/8/02 [!J.[!J ~ BY THIS CERTIFICATE OF COMPLIANCE THE /5-. - / - .3;3 ~ I NEW YORK BOARD OF FIRE UNDERWRITERS I ~ BUREAU OF ELECTRICITY ~ ~ 40 FULTON STREET - NEW YORK, NY 1 0038 ~ ~ CERTIFIES THAT ~ ~ ~ ~ Upon the application of upon premises owned by ~ ~ ~ ~ JIM SHAW ELECTRIC SEE ORIENT LLC ~ ~ 530 MIDDLETON RD 3955 PARKVIEW LN ~ I GREENPORT, NY 11944 ORIENT, NY 11957 I ~ Located at 3955 PARKVIEW LN ORIENT, NY 11957 ~ ~ ~ ~ Application Number: 3015910 Certificate Number: 301591 0 ~ I Section: Block: Lo!: Building permi~~38:-] BDC: ns11 i ~ Described as a occupancy, wherein the premises electrical system consisting of ~ ~ electrical devices and wiring, described below, located in/on the premises at: ~ ~ First Floor, Outside, ~ ~ A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed ~ ~ herein, was conducted in accordance with the requirements of the applicable code and/or standard ~ ~ promulgated by the State of New York, Department of State Code Enforcement and Administration, or other ~ ~ authority having jurisdiction, and found to be in compliance therewith on the 30th Day of November, 2006. ~ F.!I Name OTY Rate Ratinl! Circuit ~ ~ ~ Miscellaneous ~ ~~~ ~ ~~~~ ~ ffil Outlet 7 0 Fixture ffil ~ Fixture 7 0 Incandescent ~ ~ Outlet 3 0 General Purpose ~ ~ Receptacle 4 0 General Purpose ~ ~ Switch 2 0 General Purpose ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I ' seal I ~ ~ ~ 1 of 1 ~ i This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. i [!J.[!J Made In AmerIca for Over 30 Years More. ~""'sooJs (or FO<.Ir S.....sooJs ~ ~ FOUR SEASONS l;a"SUNROOMS HDma Four Seasons Marketing Corp. June 23, 2006 Gary Fish Town of Southhold Building Department P.O. Box 1179 South hold, NY 11971 Re: Nora Conant 3955 Park View lane Orient, NY 11957 Dear Mr. Fish: At your request, Mr. David Bronzino reviewed the foundation and framing construction of the sunroom addition at the above referenced residence to ensure that it conforms to the sealed drawings provided by Four Seasons Sun rooms. The review is based on verbal discussions with the project manager Joe Segreti and various photographs of the foundation and framing during the construction of the project. Based on that information, the installation of this sunroom is in accordance with the sealed drawings. Please feel free to contact me with any questions. Sincerely, ~F~ Lawrence Fischer, PE Four Seasons Solar Products Consulting Engineer o Na__ -~~ LAWRENCE FISCHER CONSULTING ENGINEER PHONE # 11407\ 482-6841 FAX # 11407\ 482-684 I (i) ~ Bmil!llIII lllIlIlilJiWil @) [Ii . -$ National .' Sunroom ),Association 5005 Veterans Memolial Highway. Holbrook, NY 11741 . Telephone (631) 563-4000. Facsimile (631) 563-4010 www.FourSeasonsSunrooms.com ..... ~ FIELD INSPECTION REPORT DATE COMMENTS J-o Ie :;1,., 1_ , ~E./ iA ~ \)J'O / UT/ t"l . I ' / f /J ~ 0~ FOUNDATION (1ST) t/ h/~ ::J <:: f/ o<:."*' ------------------------------------ ll' f c .J>rd :.-- )'" FOUNDATION (2ND) Nt"l ~(1 t 52 :> Z IO/~ oC7 ~.A ~ -~ I /l Y,-- t/ 9 q- '-1 ' , I .e' A~_ , " ? / I..... ,.-..... '\ l;J '7 r-' ..() . ~~ 11-::; U\~ ROUGH FRAMING & 1// V\[;;j I- t"l PLUMBING ... V P ~ I' I. <::. t~ INSULATION PER N. Y. ~&; ... STATE ENERGY CODE . IL>/(L . /"J (", ---L. ( - , "....,.~ A - ., ~ I ( /, T7,,"'" ~ C) - ~ /) t- y '/, Y.L> FINAL r / / I 1/ , ~ /0//1. /0& mC// r6'7 < v' I / /1 _ ' II ...... , ('-T y; '" // ('&,-r;- ~ /J ~, 4 1/ / .,~7" 1 /'L 1-:-. ~ lJ\ . ADDffiONAL ~OMMENTS / ~ ~ / (II , , I / 01 ~ I ;xY/1; oU, f/; . . j) L 1/ , 0 , I /}() fJo - :E I (1) Z ? ~. ~ S . , t"l ~~ ,:S -~ '... . 0_ '0 -....Jz ..' ::= z.-~ . f---... J>; t"l '0 :-' . TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 ..... www.northfork.net/Southold/ r '. 3(Cj?'l -;(;:: BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health .I 4 sets of Building Plans Planning Board approval ./ Survey ~ JI{(Jc, V' Check Septic Form N.Y.S.D.E.C. Trustees Contact: ;128 '\' I j PERMIT Nd~-'- Examined ;;// ;;l~1 / ,20 o!" , 20o..k.... Approved Disapproved ale Mail to: Phone: Expiration 11// ,20121- I tu~ Building Inspector APPLICATION FOR BUILDING PERMIT Date ,20_ INSTRUCTIONS a. This application 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 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 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 issuan<ie 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. ~.e.'o\:;oN'T I,..i.-C ~}TIz..~ (Signature of ~pplicant or name, if a corporation) --p 0 . & 35"2 I 0.;., VvJ- (\S-( 11% =1 (Mailing address of applica,',t) . State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder <Dw \J 6"'e-- Name of owner of premises N -:- .:; ct' 0 (As on the tax roll or latest deed If aPRli~ant is a 7I\rp~..:~~e of duly authorized officer --D,i~~ V\t..J;?;~c. ~ (Name and title of corporate officer) k ~~dt's\t;C~N~ .9- ~ lo g Lf - \t Plumbers License No. Electricians License No. Other Trade's License No. 1. Location ofland on which proposed work will be done: ~ 6<2) 5 S- 'r'OJ'\k 1/ ~ -e.w \....w.--L. 0.;. e..\t-I\ House Number Street . County Tax M~ No. 1000 Section Subdivision C!:ior ~ Pt ~ (Name) \5 Block \ Filed Map No. Hamlet _", t.o~. " .~?t! 'y'" Lot. ':=:, \w:E. ! Jf.u~l.< '. 'Lot:H]!!':~!J....:) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ~ ~.'lv.1 ~C<L b. Intended use and occupancy u ~ ~ kJ ~U\l\ ~ o.MI ~\ tv ~~ cla.N\Q 3. Nature of work (check which applicable): New Building Repair Removal Demolition Addition ....--' Other Work Alteration 4. Estimated Cost '\\ :?'o, Den 5. If dwelling, number of dwelling units If..l It'+- If garage, number of cars (Description) Fee (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 t:,a I '2> " Height ,\.{ ) Number of Stories I Dimensions of same structure with alterations or additions: Front bQ.' '6 " -* Depth '1.:2 ' ,;L ,. Height Ilj I Number of Stories Rear (P2 I .3," lJ/A , Depth 30. '2,\ ....' :>" Rear (pOl. ..) I 8. Dimensions of entire new construction: Front lle Height cp, 1 ~ to Number of Stories lSD' /"'" \ 9. Size oflot: Front Rear ...,.;:. Rear (( II Depth I"Z.. Depth IS 2. ' 10. Date of Purchase MCl.M, . 1'3<33 Name ofFormer Owner A'~t...- d' ("-63~~ ~/\/1~r;;-.Q \ 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO ~ 13. Will lot be re-graded? YES_NO i Will excess fill be removed from premises? YES_NO X 2.:~ S" . '3" 3.';- ~2~'~bb1 14. Names of Owner of premises t-.\O'<lA ~ Name of Architect Name of Contractor I{ ~W"'<;. c..u",~s. Address'P.c. ~)< Address Address 3S2- Phone No. Phone No Phone No. .- 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES _ NO ~ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES_NO ~ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF Su(fo \ \.<. ) No yo. c..a ~ '" Y\ -t being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (')W ",,-eX (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. Notary Ptlblic CAROL BEST "*"Public,,Slate 0' Newbll No. Ol~E60':. 27 ~~~,- ~ c-'~;k l ~&(CI. . "Q.-:": . . . .- Signature 0 pplicant ~ 0.. I' . I ~$ ~. . · · (C~[Py SUNROOMS . CONSERVATORIES' PATIO ROOMS GLASS a SCREEN ENCLOSURES - SKYUGHTS . Outdoor Llving..JndoorsN . FOUR SI!ASONS SOLAR PRODUCTS CORP. 5005 Veterans Memonal Highway I HolbrooK, New Yark 11741 Tel (631) 563-4000. Fax (631) 218-9076 1-600-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 STARS: STRAIGHT EAVE MODEL SWM-12DH WITH 5HB3 ROOF RAFTERS AT 30" ON CENTER BAYS FOR THE CONANT RESIDE LOCATED AT 3955 PARKVIEW AVENUE ORIENT, NY 11957 DATE: April 21, 2006 THE ABOVE INDICATED PROJECT HAS BEEN EXAMINED FOR 45 psf GROUND SNOW LOAD 120 mph EXPOSURE C WIND LOAD* AS PER THE 2002 NEW YORK STATE BUILDING CODE . INTERNAL PRESSURE COEFFICIENT (GCpi) = 0.55 AND EITHER MEETS OR EXCEEDS THESE LOADINGS SURVEY OF LOT # q MAP OF "GREEN ACRES AT ORIENT" FILED APR. 13, ICf62 AS MAP *" 3540 SITUATE: ORIENT TOHN OF SOUTHOLD SUFFOLK COUNTY, NY zZ C?,f6 o 0 \0N ~~ c:S ~ 00 g ~ ~ ~ ~ (' C) 3 " c r- (Sl 0- ~ ,1\- NOTES, . MONUMENT FOUND o PIPE FOUND 1.1.1.1111: HED6E AREA = 22,215 SF OR 0.51 ACRES GRAPHIC SCALE 1"= 30' 3~.o' \ stor~ from" uous" t 6oro9" n 6,1' ll_ " -' I \\ "',1 ( )1, Park View " ' ,'r'" ;("'1.'1' 1'1, , ,,"\,/;<\"\", N830ll'50"E , . ',.' i',- -, ""1 , ' " . . .~ 3<t3' 40.\' dBCk ,..... -\J\ ;::\N (5'"" O($) o ~ fen(,6 ;'~2024'00"W ",'!,' " \", ,+ N -t' "'-, ./ W~!' E s SURVEYED 03-24-<1<1 SUFFOLK COUNTY TAX # 1000 - 15 - I - 33 CERTIFIED TO, NORA CONANT FLA TBUSH FEDERAL SAVIN6S AND LOAN COMMONv-lEAL TH LAND TITLE INSURANCE COMPANY C) \e-{ ~;:,\ if? ." A if" 7?~-4 \\..\:" if? ~ cf3,~ q04 ~ ~./L:. Lane I"\J',{',,I' 1,1\,,1.1,1, 150.51' ,..... q tr1 ~, 0' ~', rJ) ,_ 0 0\ o ~ ($) ~ r', 233' " a 4~ ~ 16,3' 44.e>' I' " ,..... \J\ o ~ \J\ ~ ':'" __I i a \ fOO. 04'N o OA',", I ----------- 143.61' 'I" i',....'I' ",\',1 "j I',', i'$I',.--.( ""I; ", \ ".,\'1 I V-,l,Y', (:''', _i',', $)1",;' I,l', -Un.utMri,"~ .It.rot'o~ 00 aadlticn tD . ."r,., m.pour,nQoll".n'Ml.no'urvevor'sseallsa vlol.tlO~ of '.ollen 1209. .uO-Q"",on 2. of 'he N.wYoc.StoteEQuca"onL.w," Dnh COOle. Icem tho OClgJn.l of th" ,uc'.Y ~.c.ea wJth ~n eclgln.l of the 10M sur,eyec-. .to~pea seol ,hall U. con.laeC.d to oe .al'd tcU. COP'''- CertlllcotJons JM1Ca'eOMc.en .JgnJt, tMt thJ. .ucveyw..prepoceQ,n.ccora.ncewlththeox. ,stlng Cede of Pcoct>ce for L~M Sucv.yO .aoptea ~, the N.w Yoc' Stote A..OcJotlon el Pcol...lO".l .,;"' JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET RIVERHEAD, N, Y. 11901 369 8288 Fax 369 8287 N.Y.S. LIC. NO. 50202 REFERENCE # 99 117 CONANT RESIDENCE: SERIES 230 SUN $ STARS STRAIGHT EAVE DESIGN @ PLOT PLAN 51 1:450 NOTE: I. THIS PLOT PLAN 15 FOR REFERENCE ONLY, FOR ADDITIONAL INFORl\l1ATION SEE SURVEY PROVIDED BY A LICENSED LAND SURVEYOR. 2. LOT COVERAGE CALes (FOOT PRINT ONLY) LOT SF: 22,275 Sf EXISTING; 1,718 (7.7%) PROPOSED; 1.908 (8.G%) \ GJ ~ ~III 1112 ~~ ~ -~ ----- - ------ \--~RK V\EW LANE \~B30~ ~5~ _ _ _ - - - - - - ~~ol- -- ,'l:. tg I ~ ~I "\ ~\ 23.3' , \ \ \ 1 3~.O' 1 510RY fRA~E HOUSE p..ND GA N o "' b. " N 44.5' \ , IG.3' \ 3'3.3' PROPOSED Co DECK \ 2 '\1.5'- FROFOSED SUN ROOM , I 6'-0 3/4" X \ 11'-101/8" 9' ::t 1 40.1' LoT #9 \~ <.lJ. 1 <0 ~\ ~ \~ o \ ~ 91 ~\ - --- ~ -- I -z.L _---- _---143.(,1 - - 4'00" W 5 B202 CLIMATIC <t GEOGRAPHIC DESIGN CRITERIA GROUND SNOW LOAD "'ND SPEED (MPN) SEE GENERAL NT " SEISMIC DESIGN CATEGORY WINTER DESIGN TEMPERATURE ICE SHIELD UNDERLAYMENT REQUIRED "5 WEATHERING SEVERE DECAY SEE GENERAL NT DOCUMENTS ARE VALID ONLY WITH AN ORIGINAL STAMP AND DATED SIGNATURE fj GENERAL NOTES A. FOUNDATIONS I. MAXIMUM FRESUMPTIVE ALLOWABLE SOIL BEARING FRESSURE FOR NEW FOOTINGS ~ 3000 FSF. 2. FOOTING EXCAVATIONS AND FORMS SHALL BE REVIEWED BY LOCAL BUILDING OFFICIAL FRIOR TO FLAClNG CONCRETE. 3. FOOTING ELEVATIONS SHALL NOT BE RAISED OR LOWERED WITHOUT AFFROVAL OF THE ENGINEER. B CONCRETE I. ALL CONCRETE SHALL DEVELOF A MINIMUM COMFRESSIVE STRENGTH AT 28 DAYS OF 3,000 FSI. 2. ALL CONCRETE WORK SHALL CONFORM TO ACI 318. 3. FLACE ~" EXFANSION JOINT MATERIAL BETWEEN EDGES OF SLABS AND VERTICAL SURFACES UNLESS OTHERWISE NOTED. C. REINFORCING STEEL I . BARS SHALL BE ROLLED FROM NEW BILLET-STEEL CONFORMING TO ASTM AG I 5, GRADE GO. 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 OR ASTM A497. 3. DETAIL AND FABRICATE REINFORCING STEEL IN ACCORDANCE WITH "ACI DETAILING MANUAL", FUBLlCATION SF-G6. 4. REINFORCING STEEL SHALL BE REVIEWED BYTHE LOCAL BUILDING OFFICIAL FRIOR TO FLACING CONCRETE. 5. FROVIDE BARS AT CORNERS AND INTERSECTIONS OF THE SAME NUMBER AND SIZE AS LONGITUDINAL BARS IN FOOTINGS WALLS. D.STRLlCTURALLUMBER I . STRUCTURAL LUMBER SHALL BE GREEN DOUGLAS FIR LARCH NO.2, OR BEITER, UNLESS OTHERWISE NOTED ON THE FLANS WITH THE FOLLOWING MINIMUM FROFERTIES, APPR VED tIS NOTED a. Fb ~ 850 FSI b. Fc (FERFENDICULAR) ~ 625 FSI DATE: 5 (G B.P JUL'b'i?C;- c. Fv = B5 PSI , d. E = I ,GOO,OOO FSI FEE:~ . BY: . ' 2. ALL FRESSURE TREATED LUMBER SHALL BE No.2 SOUTHERN YELLOW FINE, OR BEITER, t(()l1iI=Y BUILDING DE.: ~,"/=f;, AT ACQ (ALKALINE COFFER QUATERNARY) TREATMENT. AM TO 4 P" -~~ T' 'E 3. FROVIDE WASHERS BETWEEN ALL ALL BOLT HEADS AND WOOD AND BETWEEN ALL NUTS 765.1802 8 >\. CUI, ,,, AND WOOD. FOLLOWING INSPECTIONS: 4. LAG BOLTS AND SCREWS SHALL BE FROVIDED WITH LEAD HOLES HAVING A DIAMETER NillTFOLNDATION . TWO REC'''im GREATER THAN 70 FERCENT OF THE THREAD DIAMETER OF THE BOLT OR SCREW. ALL LAG QrPOURED CONCRETE AND SCREWS SHALL BE INSERTED IN LEAD HOLES BY TURNING AND UNDER NO ClRCUM~"1jeEl5H . FRAMING & PLUMBING BY DRIVING WITH A HAMMER. ~ J.N.,S,I,J.l,ATION 5. ~~~c;,~~~t.OLTS SHALL BE FROVIDED WITH BOLT HOLES WHICH ARE 3'2 TO rt; INCH LARli'~'l=INXtN. CONSTRUCT'~'.' ~'.JST G. STEEL FOR ALL ACCESSORIES SHALL CONFORM TO ASTM A3G. BE COMPLE'.= =JR ..0. 7. FLYWOOD SHALL BE C-C EXTERIOR, DFFA GRADE MARKED OR EQUIVAUENT, OF THE THlcA!.JI:350NSTRU::'::iC~ 2 'L ~IEET THE SHOWN ON THE DRAWINGS. REQUIREMENTS 0: THE C JJES OF NEW 8. FROVIDE OTHER MANUFACTURED ACCESSORIES AS REQUIRED AND AS SFEClFIED. ~XATE. NO,;CSPGr,SIBLE FOR B ALL FABRICATED STEEL ASSEMBLIES EXFOSED TO WEATHER AND ALL STEEL FASTENERS, :'tJ'R CONSTRUCTION ERRORS BUT NOT LIMITED TO NAILS, ANCHOR BOLTS, CONNECTION BOLTS, NUTS, WASHERS, LA ' OR SCREWS SHALL BE GALVANIZED IN ACCORDANCE WITH THE ASTM STANDARD FOR THAT ACCESSORY, ASTM A2 13, A 153 OR OTHER. 10. FABRICATED ITEMS INDICATED ON THE FLANS ARE DESIGNATED AS FRODUCTS FRODUCED BY THE SIMFSON STRONG TIE COMFANY. FROVIDE ITEMS NOTED OR EQUIVAUENT FROOUCTS. I I . ALL LAMINATED VENEER LUMBER (LVL) SHALL HAVE THE FOLLOWING MINIMUM FROFERTIES, a. Fb = 2,GOO FSI b. Fv ~ 285 PSI c. Fc (FERFENDICULAR) ~ 750 FSI d. E = I ,BOO,OOO FSI FLOOD HAZARD E. STRUCTURAL STEEL I. ALL STRUCTURAL STEEL CONFORMS TO ASTM A3G OR ASTM A572 GRADE 50. .....GOG3-T6 ... ........ ..GOG3-TG ............G I 05-T5 2. NO 3. 4. 5. FOR CONTINUATION SEE SHEET S2 U) 1lJ \- o Z ./ l1.J ::l Z l1.J >" <(lfl ---..l 0; (j) Z ~ ~~ ~ llJf-~Z ~ z"-f-O Z<(lflaJOr= ~6~0ii2s:i8 '-J U", NUl z o - N [J <f)<f) CU <f)<f) a.. ~~1:tt~[l LU 0 0 O...J ...J 0 D::c <.( U <( <( 0..... tn l.LJ :> ~<r: ~l.LJ a " I-- ::r:: <-') ~ I-- U) ~i5 <r:; 1--" U) ~ ~til a :za =:l" U) ~ r:lO 6 ('C) ~N OU) l.LJ oL l.LJ U) DRAWN BY, DB REVIEWED BY, DB CONTi\\CT DATE 0313010" DATE, 04/1 BIOG JOB#, CONANT 5 I OF G GENERAL NOTES CONTINUATION DRAWING APPROVAL NOTE: G. 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 (CODE 78) CLEAR ARGON ROOf GlASS HAS THE fOLLOWING MINIMUM PROPERTIES, VISIBILITY TRANSMITTANCE ~ I G% SOlAR TRANSMITTANCE ~ 10% ULTRAVIOLET TRANSMITTANCE ~ 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-5G (CODE 74) CLEAR ARGON WALL GlASS HAS THE FOLLOWING MINIMUM PROPERTIES, VISIBILITY TRANSMITTANCE ~ 5G SOlAR TRANSMITTANCE ~ 29 ULTRAVIOLET TRANSMITTANCE ~ 13 VISIBLE OUTSIDE REFLECTIVITY ~ 10 VISIBLE INSIDE REFLECTIVITY ~ 17 SHADING COEfFICIENT ~ .38 SOlAR HEAT GAIN COEFFICIENT ~ .33 RElATIVE HEAT GAIN ~ 7S ASHRAE WINTER U VALUE ~ .25 ASHRAE WINTER R VALUE ~ 4.0 DRAWlNGS AND ENGINEERING ARE PROVIDED BASED ON INfORMATION SUBMITTED BYTHE PARTNER TO THE ENGINEERING DEPARTMENT. ANY PREVIOUS ORDERS OR CONFIGURATIONS MAY NEED TO BE ADJUSTED, DUE TO ADDITIONAL STRUCTURAL ENGINEERING REQUIREMENTS. IT 15 THE RE5PON5!BLlTY OF THE PARTNER TO COORDINATE CHANGE ORDER REQUESTS THROUGH THE CUSTOMER SERVICE DEPARTMENT AND/OR THE TECHNICAL DEPARTMENT. FASTENER SCHEDULE FOR 230 SUN * STARS TO EXISTING STRLlCTLlRES * FOUNDATIONS COMPONENT FASTENER NO./SPACING (MIN.) FASTENERS COLUMN/S!LL 3/8' 0 BOLT wi 2 (MIN.) @ EACH COLUMN I 1/4' WASHER AND 24' O.C. (MAX.) 2><8 RIDGE 3/8' 0 BOARD (2) ROWS @ J G' O.C. TO EXISTING WI WASHER WALL COLUMN 3/8'0 2 IN TOP G" (3" APART) WI WASHER 30" O.C. (MAl<.) VERTICALLY 2X I 0 LEDGER 3/8" 121 BOLT wI (2) ROWS @ 32' O.C. fOR DECIZING Wi\SHER RIDGE CUP 3/8' 121 BOLT wI (2) AT EACH RAFTER @ LEDGER WASHER H. SEAlANT I. ALL SEAlANT CONFORMS TO TT-S-OO I 543-A, TT-S-00230G, ASTM C-920 TYPE S, GRADE NS, ClASS 25. I. GASKETS I . ALL GASKETS ARE CO-EXTRUDED AND ARE NON-MiGRATORY. J. ROOM SPECIFICS REFERENCE STANDARDS: ASTMEI19 ASTM E I 300 ASCE 7 -98 NOTE: ALL fi\STENERS SHALL BE STAINLESS STEEL W MINIMUM 3" EMBEDMENT. a) WALL PANELS TO BE 3" INSUlATED, R~ 13.4 b) (G) LITE COLUMNS e) 5HB3 H~AVY RAfTER BARS wi (G) 30 5/8" o.c. BAYS BAYS d) (2) 5'-0" SLIDER DOORS K. DEFLECTION CRITERIA I. ALL MEMBERS MEET OR EXCEEDS THE FOLLOWING MINIMUM DEFLECTION LIMITS, LL DL + LL l/90 a. STRUCTURAL ALUMINUM. b. GlASS, l/175 L DESIGN LIVE LOADS ALL GlASS IS TEMPERED AND SHALL COMPLY WITH THE REQUIREMENTS OF THE 2002 NEW YORK STATE BUILDING CODE. I . DEAD LOAD. 7 PSF 2. FLOOR LOADS, 40 PSF LIVE I 0 PSF DEAD 3. GROUND SNOW LOAD, 45 PSF DOCUMENTS ARE VALID ONLY WITH AN ORIGINAL STAMP AND DATED SIGNATURE 4. WIND LOAD, BASIC WIND SPEED, 120 MPH WIND EXPOSURE. C VELOCITY PRESSURE EXPOSURE COEFfiCIENT, K,z. 0.7 DIRECTIONALlTY fACTOR, Kd. 0.85 GUST EFFECT FACTOR, G, 0.85 IMPORTANCE FACTOR, I. 1.0 INTERNAL PRESSURE COEFFICIENT, GCp" .55 5. lATERAL DESIGN CONTROLLED BY WIND. M. COORDINATION I. THE CONTRACTOR SHALL VERIFY CONDITIONS IN THE FIELD AND IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONDITION NOT AS ASSUMED. HE SHALL TAKE FIELD MEASUREMENTS AND BE RESPONSIBLE FOR THE SAME. 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, I. TYP. - TYPICAL 2. SIM. - SIMIlAR 3. UON - UNLESS OTHERWISE NOTED 4. CONT. - CONTINUOUS O. CONSTRUCTION SAFETY I. THESE DRAWINGS DO NOT CONTAIN NECESSARY COMPONENTS FOR SAFETY DURING CONSTRUCTION. 2. THE INSTALLER SHALL PROVIDE ADEQUATE TEMPORARY BRACING, SHORING ~ GUYING OF FRAMING AGAINST WIND, CONSTRUCTION LOADS ~ OTHER TEMPORARY FORCES UNTIL NO LONGER REQUIRED FOR THE SUPPORT OF THE FRAMING. P. MISCELlANEOUS I. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE, THE RESIDENTIAL CODE OF NEW YORK STATE, THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE, AND THE LOCAL ZONING RULES AND REGUlATIONS. 2. NO NOTE OR lACK THERE OF SHALL BE CONSTRUED AS RELIEVING THE CONTRACTOR fROM EXECUTING ALL THE WORK IN ACCORDANCE WITH THE BUILDING CODE OF NEW YORK STATE, THE RESIDENTIAL CODE OF NEW YORK STATE AND ALL LOCAL REGUlATIONS HAVING JURISDICTION. 3. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ACTS Of OMISSION OF THE CONTRACTOR OR ANY SUBCONTRACTOR OR AGENTS OR ANY OTHER PERSONS PERFORMING THE WORK. 4. THE ENGINEER IS NOT RESPONSIBLE FOR OBTAINING ANY BUILDING PERMITS ANDIOR VARIANCE APPROVAL. Q. CONSERVADECK I. DEAD LOAD FOR flOOR SYSTEM, 13.5 PSF 2. FOR ALLOWABLE LIVE LOADS REFER TO fOUR SEASONS SOlAR PRODUCTS "CONSERVADECK INSUlATED FLOORING SYSTEM ALLOWABLE LIVE LOADS" CHART. DEAD LOAD Of FLOORING MATERIALS MUST BE SUBTRACTED fROM CHART VALUES. 3. MATERIALS, POLYSTYRENE CORE, -TENSILE STRENGTH - I G - 20 PSI -SHEAR ~ 18 - 22 PSI -SHEAR MODULUS (Ge) ~ 280 - 320 PSI -MODULUS OF ElASTICITY ~ 180 - 220 PSI ORIENTED STRAND BOARD (OSB), -MODULUS Of RUPTURE - G44 PSI -MODULUS OF ElASTICITY ~ 72381 0 PSI MOR-AD M-GOO SERiES ADHESIVE, -TENSILE SHEAR BOND 30 PSI R. STAIRS STAIRS SHALL BE 3G" WIDE, MAX. RISER 8 1/4" (MAX. VAR. 3/8"), S" MIN. THREAD, MIN. HEADROOM SHALL BE G'-8", lANDING SHALL BE NO LESS THAN DOOR OR STAIRWAY SERVED AND SHALL HAVE A MIN. DIMENSION OF 3G" MEASURED IN THE DIRECTION OF TRAVEL. ALL STAIRS OVER TWO (2) RISER AND ALL lANDING SHALL HAVE HANDRAILS. HANDRAILS SHALL HAVE CIRCUlAR CROSS SECTIONS OF AT LEAST I I 14" AND NO GREATER THAN 2". IF NOT CIRCUlAR THAN A PERIMETER DIMENSION OF AT LEAST 4" AND NO GREATER THAN G 1/4" WITH MAX. CROSS SECTION DIMENSION OF 2 I 14". GUARDS ARE REQUIRED ON PORCHES, BALCONIES, RAISED FLOORS, DECKS LOCATED 30" OR MORE FROM GRADE OR FLOOR LEVEL, ALSO ALL STAIRS WITH GREATER THAN TWO (2) RISERS. GUARDS SHALL BE A MIN. HT. OF 3G", EXCEPT STAIRS WHICH CAN BE 34". THE GUARDS SHALL BE OF SIZE AS TO NOT ALLOW THE PASSAGE OF A 4" SPHERE. ALL STAIRS AND BALCONIES MUST BE POSITIVELY ATTACHED (NOT TOENAILED). ALL lANDINGS SHALL BE A MIN. OF 3G" IN DIRECTION OF TRAVEL. tf) llJ I- ILl => 0 Z ILl Z >['- <(l!) -l :;:(j) Z 1Ll- 0 ~ 5- If) "')- Z aLz <( llJ f-<( :r:: Z ZILf-O <(l!)ifiot:: llJ Zl!)_OO O(j)aLl!)U <!) U",ONlf) z 0 N :Q <f) <f) 0 ~ <C ::; U 0 1LI 0 (/) " I-- E-< 5 ::r:: u>- : '-9 ;:J< 6 ~ o ~ - ~ O~;'! UJ Q-~ I-- ~ '" .. " <SJ c... ..J ~ ~ ~o~ ~ ~ ~ >- u. :c < 0" 0 c :E",,, ~ tLl:z ~ <C M O:E ." I-- :> ~"e- " CI):ZOu <SJ ~ ;:20< (/) ,,~ -- .OJ 1::"''' '" Z .J Z C o ~ ~ ~ :z: 0 ::; CI):g c :::::l -< ~ ~ <SJ u:i :2 0 (/) '" z CD ~ " ;;; C'\J ;:J '" c 0 <SJ ~ 1LI if!] ~ 1LI <SJ BY DRAWN BY' DB REVIEWED BY, DB CONTRACT DATE, 03/3010G DATE, 04/1 SlOG JOB #, CONANT 52 OF G DENOTES CONSERVADECKDECK PANEL AND TYPE SEE DETAILS FOR SPLICE AND CONNECTION REQUIREMENTS / OUTSIDE FACE EXISTING WALL (@ STRUCTURAL FRAMING) TYP. <f) '" !J:! II b >- I <ll '" U UJ o N N X ib MEMBER LEDGER-TO-EXIST GIRDER-TO-POST MEMBER FOOTING GIRDER FLOOR JOISTS LEDGER @ CONSERV ADECK PLAN S3 NOTES, I. FOR INFORMATION NOT SHOWN SEE SUNROOM DRAWINGS. 2. FLOOR SHEATHING SHALL CONSISTS OF MINIMUM I LAYER 3/4" PLYWOOD (EXTERIOR USE). FASTEN PLYWOOD TO FLOOR FRAMING w/8D GALVANIZED NAILS AT G" O.C. ALONG PANEL EDGES. AND 12" O.C. ON INTERMEDIATE FRAMING. 3. MAXIMUM ALLOWABLE CANTILEVER EQUALS "d" WHERE "d" IS DEPTH OF CANTILEVERED MEMBER AS MEASURED FROM EDGE OF SUPPORT. 4. STEPS AS REQUIRED IN ACCORDANCE W/2002 NEW YORK STATE BUILDING CODE. 5. STAIRS LANDING AS REQUIRED IN ACCORDANCE W/2002 NEW YORK STATE BUILDING CODE. G. SEE GENERAL NOTES FOR MINIMUM CONCRETE REQUIREMENTS ,..: z ~II'-/ X N ~ DROP GIRDER (2) 2X8 - - - - (2) 2X8 "AII I 2" SQUARE X 3' DEEP FOOTING TYP. 12"0 X 3' DEEP FOOTING TYP. DROP GIRDER (2) 2X8 (2) 2XG CONT. BAND 4'-117/IG" POST TYP. , , DROP GIRDER - - - - t (2) 2X8 (2) 2XG CONT. BAND 4'-11 7/1 G" 4'-117/IG" IG'-O 3/4" OUTSIDE ROOM TO OUTSIDE ROOM (2) 2X8 CONNECTION SCHEDULE SIZE No. 3/8" DIAM. LAG 2-ROWS 1/2" DIAM. THRU BOLT 2 PER POST SPACING 32" O.c. N/A REMARKS FRAMING SCHEDULE SIZE SPACING REMARKS 1'-0" DIAM. x 3'-0" 5'-0" (MAX.) O.c. SEE PLAN N/A CONT ACROSS SUPPORT CONSERVADECK N/A 2 X 8 N/A CONT. 2x 10 LEDGER SEE SCHEDULE TYP. '-- I I I I I I L-12XG JOlSTb , I@ Ib"OO , I I III\'! ,N II'N 1- , ! ~TE5! I I I L__L__~__ -11 (2) 2xG 110" SEE NOTE 4 o z <( IleG >- z 118 Ui X N N "~ , DOCUMENTS ARE VALID ONLY WITH AN ORIGINAL STAMP AND DATED SIGNATURE , , ~I N' -, I , , I '-- z <( ---l (L ~ ~ U ~ lLl >1'- O <(lfl ~(l) <( lU- 6 > i2;:: !Q oiz <( elL f- <( :c lLl~~!z8[::: U)z6g:;1;2:X8 U<DONli) o U z o - N ~ lf1 lf1 lU lf1lf1 "- ~~~~[l UJDDO---l :J 0 0 :r:: <C U<(<(lLlJ'l I..LJ :> <r: I..LJ f- ::c:: '-9 ~ f- If) ~8 <r:':' f-::E If)~ -\Jd- iii " =0 :=J::E If) o CD ~ If) I..LJ 0<::: I..LJ If) DRAWN BY, DB REVIEWED BY, DB CONTRACT DATE 03/30/0G DATE,04/19/0G JOB #, CONANT 53 OF b r--- 3/4" UP AS PROVIDED I BY FACTORY _\:-.:~<. ':.-, . -~ APPLY SEALANT PRIOR TO INSTALLATION OF SPUNE 8d NAILS @ 8" O.c. STAGGERED EACH SIDE OF SPLINE STEP I ~. '>. . ......, ",', :.": ~:.. <,~.~:" /'- ", ~. -';:.;".: ;, ,: ;: ,..: ' . , '.' "",'..:;',,:"':;''':" ....:-../ .,> ".." I,: : .:.- - .~"~ :. .: ~' .: STEP 2 2 X G SPLINE ....... .... . . l ..... . . . " . , . . .' >"':.";",;:,,;;',:;"':'. . ~.' .. . .' .' . ..' .. ::.' .......:....,/ .':':.'<.'" '>~I ..\.....-.... '. '. '. '., .' .~. CONSERVADECK PANEL APPLY SEALANT TO EDGE OF OSB PANEL ONCE FIRST PANEL HAS BEEN INSTALLED BUT PRIOR TO INSTALLATION OF SECOND PANEL. TYP CONSERVADECK CONNECTION AT SPLINE NOT TO SCALE DOCUMENTS ARE VALID ONLY WITH AN ORIGINAL STAMP AND DATED SIGNATURE 4" X 4" POST SEE PLANS FOR SIZE AND LOCATION SIMPSON STRONG TIE PB44 POST BASE .. . .. .' . TYP POST FOUNDATION NOT TO SCALE CONCRETE FOOTING, SEE PLAN ON SHEET S3 FOR SIZE AND LOCATION. ~ FINISHED / GRADE z L 9 if) POST SEE PLANS SIMPSON STRONG TIE PB44 POST BASE CONCRETE FOOTING, I 2" DIA, SONOTUBE ~ FINISHED / GRADE "', . . '"" z L o , if) . 171L SQUARE BASE TYP 12" SUARE BASE POST FOUNDATION NOT TO SCALE tfl --.I <( l- lL] D Z o UJ :::> Z UJ >r---- <{If) sm Z UJ_ 0 s;- If) I- ~H:; ~ <( f- <{ 1: D~~~8i= ZZlf)tJ,loo _____OmOt'Llf)U --' U ('(] (\jlf) o LL z o - N :Q <f) <f) - 00 <C ~U-.I o '" I-- :r:= <...9 (;2 I-- (fJ ~i5 <C ~ I-- :1 (fJ~ ~~ " ::z: 0 ~:1 (fJ o CD 0J (fJ U-.I ~ U-.I (fJ DRAWN BY, DB REVIEWED BY, DB CONT'ACT DAK 03/30/06 DATE, 04/ I 9/0b JOB #, CONANT. S40F G SUNROOM WALL TRUFAST SIPLD8000 SCREW @ I G" O.C. (PIN, HN8000) CONSERVADECK PANEL :""'~: .... (2) 2x G CONTINUOUS BAND AROUND ENTIRE FLOOR PERIMETER -." , ~ ,.,". ,. :.~.. ~'.~ ..;; > ..". ,;"." e.......' '", " ".....-1. LG" (MAX) ISOLATOR TAPE (PIN, HN3130) POST CAP EXISTING HOUSE BAND IF EXIST FLOOR FRAMING IS PARALLEL PROVIDE SOLID BLOCKING AS REQ'D FOR ADEQUATE CONNECTION DROP GIRDER SEE PLAN ON SHEET S3 FOR SIZE AND LOCATION 4" X 4" EXISTING STRUCTURE -lJ~ I I k--j "- --- - -----~ 1\ ;:,;;/~.'.,. . ...""....... ". _.... ..~lh, :'.~ I I ~ 8d NAILS @ 8" O.c. CONSERVADECK ISOLATOR TAPE 2X4 LEDGER ATTACHED WI 3/8" 0 LAG BOLTS @ IG"O.C. 2x I 0 LEDGER FASTEN TO EXISTING STRUCTURE WITH (2) ROW 3/8" 0 LAG BOLTS. SEE SHEET S2 FOR MIN. CONNECTIONS TYP FRAMING CONNECTION AT LEDGER TO EXISTING STRUCTURE NOT TO SCALE TYP FRAMING CONNECTION AT EXTERIOR DROPPED GIRDER NOT TO SCALE 3/8" 0 LAG BOLTS WITH 3" MIN. EMBED. SEE SH EET S2 FOR MIN. CONNECTIONS NOTE, I. ALL FASTENERS TO BE STAINLESS STEEL. TRUFAST SIPLD8000 SCREW @ I G" O.C. (PIN, HN8000) CONSERVADECK PANEL DOCUMENTS ARE VALID ONLY WITH AN ORIGINAL STAMP AND DATED SIGNATURE ISOLATOR TAPE (PIN, HN3 I 30) / SUNROOM WALL 3/8" 0 LAG BOLT WITH 3" MIN. EMBED. SEE SHEET S2 FOR MIN. CONNECTIONS 8d NAILS @ I G" O.C. (SEE NOTE I) (2) 2xG CONTINUOUS BAND AROUND ENTIRE FLOOR PERIMETER (MIN fb=850) 4" X 4" POST SEE PLANS FOR SIZE AND LOCATION TYP CONSERVADECK CONNECTION AT GABLE WALL NOT TO SCALE NOTE, I. ALL FASTENERS TO BE STAINLESS STEEL. TYP CONSERVADECK CONNECTION TO INTERIOR DROPPED GIRDER NOT TO SCALE -." ..:..:..:-....:':..... ~ ,. . .... ,"' ;'<: ~.7' :. '.......... . '. " ...'...,.,'<-;"". -", ....,.. .... ,', " .......,.;. . ;.~, . ... .....,.."... ...,...... .-', ". '..... . ~ " ';,'., ," .........,.-.'. ~ ,.". . ...., ."".': ~ '.. .,:...... CONSERVADECK PANEL (CONTINUOUS OVER DROPPED GIRDER). DROP GIRDER (SEE SHEET S3 FOR SIZE AND LOCATION) SIMPSON STRONG TIE BC4 POST CAP OJ ---l <( \- llJ o \U => ~ ~ U >r--- <(If) llJ SO> z O \U- 0 5- Ul <( il2 ~ ~ ~izn:f-oI: LIL<(lf)~Of:: ~ 6 ~ [;! ~8 \JJ<.)('f)OC\JUl Z z o - N ~ U tR.tfi ~ ~~~~U) lUOOO~ ::J 0 0 :r: <.( lJ <( <( lL tn U-.I >- <C U-.I I-- :r= c..9 ~ I-- m ~s <C ':' I-- " m~ ~~ " =0 =:J" m o CD C'\J m U-.I ~ U-.I m DRAWN BY, DB REVIEWED BY, DB CONT;:ACT DATEo 03/30/06 DATE, 04/1 910b JOB #, CONANT 55 OF G FLASHING (BY OTHERS) DENOTES PORTION OF EXISTING FRAMING TO BE REMOVED NEW PLYWOOD SHEATHING. TO MATCH EXIST. FASTEN TO END OF RAFTERS wi 3 ROWS 8d NAILS NEW FOUR SEASONS ROOM DOCUMENTS ARE VALID ONLY WITH AN ORIGINAL STAMP AND DATED SIGNATURE ~ ________ SOLID 2x BLOCKINGBETWEEN EACH RAFTER ______ CUT T9- FIT AND MATCH EXIST SLOPE --- --- --- ........;. NEW SIMPSON STRONG TIE H2.5 HURRICANE ANCHOR AT EACH RAFTER NEW 2x8 LEDGER FASTEN TO ENDS OF EXISTING RAFTERS @ I G" O.C. MAX. (OR EXIST TOP PLATE) wi (2) 3/8" DIAMETER LAG BOLTS wi MIN 4" EMBEDMENT. COUNTERSINK BOLTS AS RlEQ'D TO INSTALL SUNROOM RIDGE. NEW FOUR SEASONS RIDGE FASTEN TO 2x8 LEDGER IN ACCORDANCE WITH SUNROOM DETAILS TYP STRAIGHT EAVE CONNECTION DETAIL AT EXIST STRUCTURE NOT TO SCALE FLASHING (BY OTHERS) NEW FOUR SEASONS RIDGE FASTEN TO 2x8 LEDGER IN ACCORDANCE WITH SUNROOM DETAILS NEW FOUR SEASONS ROOM NEW 2x8 LEDGER FASTEN TO ENDS OF NEW RAFTERS @ I G" O.C. MAX. (OR EXIST TOP PLATE) wi (2) 3/8" DIAMETER LAG BOLTS wi MIN 4" EMBEDMENT. COUNTERSINK BOLTS AS RlEQ'D TO INSTALL SUNROOM RIDGE. <f) u.J 02 <C > EXISTING ROOF FRAMING NEW SHEATHING TO MATCH EXISTING SHEATHING TO EXTEND TO TOP OF NEW WALL FASTEN TO GABLE END WALL wi 8d NAILS @ 8" OC ALONG PERIMETER FRAMING" 12" OC AT ALL ..--- INTERMEDIATE FRAMING------ --- --- --- + + --- --- ~.;.;...:..;: [-0" . ",., --,". ,,' ....', + + ':';:;::;::":"::''-C'"'. :. ,.,.'~ :'" ";~'~.' ."~ ~.:::; :: ::: <- DENOTES PORTION ~:..,. :::"'.>.: 0.:. "'c.;.:.. OF EXISTING FRAMING k::..:...,...<....'...........:.. ..:. TO BE REMOVED ... ........~...>..... --- --- NEW GABLE END WALL wi 2x4 STUDS @ I G" Oc. FASTEN TO EXISTING RAFTERS wi 4.. I Gd NAILS '\ ~x8 RAFTER \WI MAX 8'..0" SPAN I ..SIMPSON STRONG TIE "A35" FRAMING CLIP @ EACH RAFTER 2X I 0 VALLEY PLATE PLACE DIRECTLY ON TO STRUCTURAL ROOF SHEATHING" FASTEN T EACH EXIST RAFTER wi 3.. I Gd NAILS. NOT TO SCALE TYP STRAIGHT EAVE CONNECTION AT EXIST STRUCTURE NOTE. @ I . USE B ONLY AS REQ'D BY LOCAL FIELD CONDITIONS. SG <.f) ---l <C I- lLJ ~ D tfj Z ;;::;:; o ~~ 6 - >- <f) ~ ~~ ~ '-' f- <( :r:: lLJZlLf-O <(If)Zot:: ZZlf)'O!oo ZomoLlf)u u(Y)OC\J\fl o U z o - N g;J "'''' >U '" '" [L ~gz~~[l ll.JOOO-.l :J 0 0 :r: <( U <.( <( [L l.ll LLJ :> ~<I:: ~LLJ iiiI- ::c <...9 ~ I- <SJ ~2S <I::'! 1-'" <SJ~ ~~ "' =0 =::J'" <SJ o CD C'\J <SJ LLJ 0.:::: LLJ <SJ REV NO DRAWN BY. DB REVIEWED BY. DB CONTRACT DATE 03/30/0r; DATE.04/19/0r; JOB #. CONANT 5 G OF G f- :r: G :: u::::i '1:r: CoLU G D 02 TOP OF FINISH FL +0'-0" Co ~ ~o LU > <( _ LU iJllL ::::0 If)LU -0 <0- -' :Q <-.OLU D 2 ::l NOTE, I . SEE DETAILS ON PAGE 53, 54 * 55 FOR DECKING INFO. 34 34 34 34 5'-0" SLIDER WINDOW 34 34 EXISTING WALL 34 34 34 34 34 .. 4 34 34 I (;'-0 3/4" ^Op~~ ~I~ \V SCALE:~16.1-0 5'-0" SLIDER WINDOW w 1(;'-03/4" o EL~TION A SCAlE::i 16~1--o 34 34 34 34 34 34 5'-0" SLIDER WINDOW w NOTE, I . IF REQ'D BY LOCAL FEILD CONDITIONS USE DETAIL fB\ W ~ GLASS KICK PANELS 12 -II.IS:!: " ;'<"-:-" ~ ~ ~ G'-O' <'l 5'-0" SLIDER z SLIDER i= WINDOW U) DOOR :is .. . j, 11'-101/8" @ ~~~:.I?,N 12 I.IS:!: L G'-O" SLIDER WINDOW 5'-0" SLIDER DOOR r . { 11'-101/8" @ ~~~:.I?,N GLASS KICK PANELS ~ ~ <'l z i= U) :is { DOCUMENTS ARE VALID ONLY WITH AN ORIGINAL STAMP AND DATED SIGNATLlRE U) Z o LU ~ ~ > ;;;:[;:; LLI sm 2 LU_ 0 ---l > - U) LLI >L~ 2 oC2 <( -I>l-f-<( :r: 2(Lf-O Z<(lf)if50~ 2lf)_OO ~OmoCOlf)U :::)U(() NU) (L - N U)lfl lfllfl f-"-' "-' z"' "' "-' D D ::::i 0 0 U <( <( z o iQ "-' <L "-' lfl z "-' o ~ I: <( <Llfl lL.l > <C lL.l \- :r:: o ~ \- U) ~" '-"'-fl ;:s~ U) 00 ~tij o =0 :=J:> U) o CD N U) lL.l oL lL.l U) DRAWN BY, JP REVIEWED BY, CONTRACT DATE 0313010G DATE. 04/ I 2/0(; JOB #, CONANT I OF 5 NOSN\lf-1 liO:JS OOO<;C L<;G I I AN lNdl'<JO dnNdAV MdIA~'<J\ld <;<;G~ IN\lNO:J Sll'v'l;10 2"'\'" \liP:]. o lUlU 2:t ~ [;iI' D coo.< LLlf)1U1U f-<(lf) IUC02 ~2g2COO[;i ""--. C\lOO.....Jl-lL ..:::::(Q<( Nln--J :::l1U--IUZ,>lf)1U Zi'-2~(L<(>lf)U :;:;4:0 ,[;inLIlJSz :::l-f- 'f-f-<2)<2)0 --.Jtl...I-Z Dz 0 <(00-21U 2LU Of-C020~~OnL &lLJlUC\Jl-::l I-UJ f->>-lf)OOlf)O x<(<(-=:JUJz:::JoL lJ.J\1JUJ~.UoL<(UO NO~~~d ~~l\f~ ~NO~d O<;<;~OO\f I <;<;~OO\f lN~ IlJ lLl ~ lLl 0" f-~ """ lUlD D.u ...J</ UJ~ s~\i1 LUOZ nLlJ)O U-i= If)f..-<( >L-> \U . ~ f-ULU NO.....J ~'= <I.. lJl . ~;~ HGLI-WA\S :13GOJ.\! fii ~Nv'~ 1~9IV(U~ ~~\il~ $ Nn~ Ot~ S~I~~S co f-- SY'<IOO1:l.NflS SNOSY3S )inO~ dO ll3"~ml:::>V.:lI1NVW aNY S1I3NDlS3G IiIil C'i IvLIIXHOAM3N')lOO'M810H .. 0 AVA\HDlH lynlOVll31^l SNVM3J.3A mos z '.ruOJ S.LJflaO~d ~Y'IOS SNOSY3.S ~flOd ~ 0 '" I- 0 (') Z U) '" '" "- ;:. "' Q '" <( 0 , EO .w N EO f5 "" 0 Z lL 0 ~ 0 co 0 , z S ~ 0 0 s co co C\l ;Z :; f-- ::.: U z co 0 0 "' co 0 ~ Z~LU O<(nL Of-=> -If)f- --' <( <(-,z ><(<2) IUZ- nL(:<J<fl <(Q20 <flOLU f- f- ZZ<( IU<(O 2I:O :::If-Z u-<( os 0 SNOISmW(J llf::>IDU^ dO 1i-j:JIJi-j In::> ,,:') I IG 09 "viS "" SI1i-j:JIJi-j 1n::> lJNlfd e/Jllld i-j11M lJNlfd ~::>I~ Dlfld~ 01 OJN ,,';]11 "" OJN ""II LS OC;; ~O 00 ~Z '"i' >L u~ ;z~ . ~ N~ N J^IfJ dO JOISelJONn ,,:') I IS I 09 "" lLl D :J UJ o f- ...J lLl Z <( tL >i U. - 0 >ic UJII UJ"' ::S~ CCl~ s~\i1 LUOZ nLlJ)O U-i= If)f..-<( >L-> \1J .~ f-ULU NO-l :::::= <I.. lJl. X_(L ~@)E If) N 6 If) ~lLJu.J UI:<2) LUf-<( Z (L z~z OzO USLU 20-' :::lI:=> 2lf)!3 ~gzB 2<(lf) >i U ;Z UJ UJ <( ...J CClCi O~ l-tD --.Ju:.; ...J~ -~ UJ~ ED ~ ~ '" ")z ~~ ~r 0," OCr 00 ~z NOTE, CONNECfION @ EAVE SIMILAR INSIDE ROOM :3 1/2"EXP05ED PLAN VIEW OUTSIDE OF ROOM INSIDE OF ROOM I f-- :c ~ #8 x 1/2" TEK SCREW (HT 150) @ 1(;" O.C. MAX. EACH SIDE EXTRD ALUMINUM CLOSED SILL (N7CS) 2x(; DECKING OR 3/4" PLYWOOD FLOOR SHEATHING UNIT WIDTH / LENGTH EXTRD ALUMINUM SLIDING DOOR JAMB (7AJ) EXTRD ALUMINUM WINDOW JAMB (ATI3IU) EXTRD ALUMINLlM LITE "H" COLUMN (A"7III) ~ ~=tJ~=~=~=-=-=~=~=~=~= MINIMUM CONNECfIONS ARE SHOWN IN THE SCHEDULE ON PAGE S2. 2X(; JOIST @ 1(;" O.G. G~ .49 (MINIMUM) 2X BLOCKING G~ .49 (MINIMUM) IF REQUIRED FOR LAGS. " SILL TO DECK CONNECTION DETAIL NOT TO SCAlf PLAN VIEW #8 x 1/2" TEK SCREW (HT I 50) SIX AT EACH COLUMN EXTR'D ALUMINUM WINDOW JAMB (AT I 3 I U) EXTRD ALUMINUM LITE "H" COLUMN (A'7111) MINIMUM CONNECfIONS ARE SHOWN IN THE SCHEDULE ON PAGE S2. NOTE, CONNECTION @ EAVE SIMILAR INSIDE ROOM PLAN VIEW H-CHANNEL CONNECTION AT SILL NOT TO SCALE NOTE, CONNECTION @ EAVE SIMILAR INSIDE ROOM EXTRD ALUMINUM STD. H-COLUMN (ATIII) #8 x 1/2" TEK SCREW (H7' I 50) @ 1(;" O.G. EACH SIDE VERTICALLY OUTSIDE FACE OF EXISTING STRUCTURE (@ STRUCTURAL FRAMING) APPLY CAULKING BETWEEN SILL. WALL MINIMUM CONNECTIONS ARE SHOWN IN THE SCHEDULE ON PAGE S2. EXTRD ALUMINUM CLOSED SILL (A'7CS) PLACED VERTICALLY AGAINST WALL (SHOWN) OR EXTENSION SILL (A'7XS) GABLE ATTACHMENT AT HOUSEWALL w/SOLlD FILL * SLIDING DOOR NOT TO SCAlE DOCUMENTS ARE VALID ONLY WITH AN ORIGINAL STAMP AND DATED SIGNATURE (f) --.J <( \-- llJ o llJ ::l Z llJ >r--- <(L[) sm Z llJ_ 0 >- <f) ><)- Z rkz <( f-<( I: zo....l-o <(L[)ifiO~ ZL[)_OO OmrkL[)u UC00C\J<f) EXTR'D ALUMINUM QUAD 'H' (A"7QH) #8 x 1/2" TEK SCREW (7' I 50) EIGHT AT EACH CORNER EXTRD ALUMINUM CORNER COLUMN (A'7C9) CO NT. EXTRD ALUMINUM CLOSED SILL (A'7CS) BELOW EXTR'D ALUMINUM WINDOW JAMB (AT I 3 I U) MINIMUM CONNECTIONS ARE SHOWN IN THE SCHEDULE ON PAGE S2. CORNER POST CONNECTION AT SILL NOT TO SCALE z o - OJ :Q <fl <fl "' <fl <fl "- ~~gz~[) UJooQ.....J .....J 0 0 :r: <{ U <( <( n.... (f) ILl :> ~ <C ~1Ll :ill- z:r:: '-.9 ~ I- (j) ~5 <C ~ I-~ (j) ~ ~~ o :;::0:0 :::J:> (j) ~ filO 5 C'0 gjN o(j) ILl ~ ILl (j) REV NO DRAWN BY, JP REVIEWED BY, CONTRACT DATE, 03/30/0G DATE, 04/ 12/0(; JOB#, CONANT 3 OF 5 SILICONE SEALANT (BY OTHERS) III G" GLAZING TAPE (HKI009ACR.) EXTR'D ALUMINUM GLAZING CAP (A'5GC) # lOx 3/8" MACHINE SCREW (HN20 I I) (I @ EACH GLAZING BAR.) EXTR'D ALUMI NUM GLAZING CAP (A"5GC) EXTR'D ALUMINUM EAVE END CAP (C"81 10) SILICONE SEAlANT (BY OTHERS) EXTR'O ALUMINUM WALL BAR (A"6WBB) COUNTER FLASHING (BY OTHERS) ll.J :::> U) Z ll.J --.J >['-- <( <{If) sm Z l- ll.J _ 0 >- If) LU >L)- Z D OCz <{ f-<{ :c Zll...I-O <{If)~of:: Zlf)_OO OmOClf)U UCCl 0 Nlf) z 0 OJ <J) <J) <J) '" ~ <C " lLJ 0 0 " I- 5 ::r::: ~ 0 ,. ~ <: z ~ 0 " ~ '" :;: < " Co w s: ~ I- " ...l '" co (j) <"0 _o~ ~ ~>-u.. '" <C " I- ~ (j) ~ ~ .j '" 0 :z: 0 =:J " (j) 0 CD C'-I (j) lLJ ~ lLJ (j) BY EXTR'D ALUMINUM MUNTIN CAP (A"4MXB) EXISTING STRUCTURE I/IG"THK. GLAZING TAPE (HKI009ACR) EXTR'D ALUMINUM RIDGE (A.fjFRG) EXTR'D ALUMINUM RIDGE TRIM (A'7MT) MINIMUM CONNECTIONS ARE 5HOWN IN THE 5CHEDULf ON PAGE 52. 7/8. INSULATED GLASS 1/8" SETTING BLOCK (HKI 023) SmlNG BLOCKS (HK.I023J WEEP HOLE EXTR'D ALUMINUM EAVE TRIM (A"7MT) #8 x '/2" TEK. SCREW (H7" I 50) 4 PER CLIP CLIP ANGLE (I-SR.-AC) EXTR.'D ALUMINUM EAVE CLIP (CN' 3004) (I EACH SIDE OF GLAZING BAR) # lax I 1/4" TEK SCREW (H"202G) G PER CLIP 3 INTO GLAZING BAR f. 3 INTO EAVE TOP #IOx I 1/4"TEK5CREW (H"202G) @ EACH GLAZING BAR RUBBER. SETTING BLOCK (HK.I 023B) EXTR'D ALUMINUM MUNTIN (A"4MTB) 10-24 x 3/4" MACHINE SCREW (HN2008) WITH THERMAL BUSHING (CN4201) RUBBER MUNTIN COVER (R"4MI) (2) 1/4' CUPS MODIFIED FROM AN4RA ON EACH SIDE 1/4. x 3 1/4" LG THRU BOLT 2 REQ'D (HOW I 0 I 35) EXTR'D ALUMINUM RIDGE LEDGER (A.4Ll) EXTR.'D ALUMINUM 3" HEAVY RAFTER BAR (A"SHB3) @@~ EXTR'O ALUMINUM 3" HEAVY RAFTER BAR (A"5HB3) EXTRD ALUMINUM 3' HEAVY RAFTER BAR (A"SHB3) UNIT WIDTH (PROJECTION) ./ EXTR.'D ALUMINUM EAVE TOP (A.7ETB) 3" RIDGE SECTION SCALE: tD" -' 1'-0" EXTR'D ALUMINUM GUTTER (A.74GC) 3" CROSS MUNTIN SECTION SCALE: "., ) '-0" #8 x 1/2. TEK 5CREW (H7" I 50) @12" D.C. WEEP HOLE EXTR'D ALUMINUM SLIDER HEAD (A"7HD) EXTR'D ALUMINUM EAVE BOTfOM (A"7EB) EXTR'D ALUMINUM MUNTIN CAP (A.4MXB) INSULATED GLASS 10-24 x 3/8" SCREW (HN20 I I) GLAZING CORD (RK5NGL) 3" EAVE SECTION SCALE: '" I '-0" EXTR'D ALUMINU 3" HEAVY RAFTER BAR (A"SHB3) (A.SLB3) SHOWN DRAWN BY, JP REVIEWED BY, CONTRACT DATE, 03/30/06 DATE, 04/1 2/06 JOB #, EXTR'D ALUMINUM MUNTIN (A'4MTB) GLAZING TAPE (HK I 009) CONANT DOCUMENTS ARE VALID ONLY WITH AN ORIGINAL STAMP AND DATED SIGNATURE CROSS MUNTIN 4: RAFTER BAR CONNECTION SCALE: 'Q = 1'-0" 4 OF 5 EXTR'D ALUMINUM BEAUTY CAP (A' 4BC) EXTR'D ALUMINUM GLAZING CAP (A'SGC) GLAZING CORD (RKSNGL) 718" INSULATED GlASS # 10 x ) 1/2' 5.5. MACHINE SCREW (HN2004) WI THERMAL BUSHING (CN4201)@:t IO'O.C.MAX. EXTR'D ALUMINUM :l / 3" HEAVY GLAZING BAR /' (A"5HB3) E 5 3" GLAZING BAR DETAIL NOTT05CALE o o @ #8 SHEET METAL 5CREWS INTO GWING BAR SECTION X ALUMINUM CUP S' GLAZING BAR (DETAIL 15 SAME FOR 3' GLAZING BAR) UTE 'H' COLUMN /-- END OF WALL BAR -I 3/4" EXTR'D ALUMINUM BEAUTY CAP (A. 4BC) EXTR'D ALUMINUM GLAZING CAP (A'45Cj GLAZING CORD (RKSNGl) 'lax I 1/2' 5.5. MACHINE SCREW (HN2004) WI THERMAL BUSHING (CN4201)@:t 10" D.C. MAX. 4 - #8 SHEET METAL SCREWS INTO GLAZING BAR EXTR'D ALUMINUM 3" HEAVY RAFfER BAR (A.5HB3) H<C 0' """' J, J I l, 7/1 EXTR'D ALUMINUM /' SLIDER HEAD (A'7HD) GLAZING BEAD (A7' I 34) EXTR'D ALUMINUM SLIDER SILL (A.75W #8 x 1/2' TEK SCREW @ I b' D.C. (7" f 50) (TYF'. ALL ELEVATIONS) 22' KICK PANEL #8 x 1/2' TEK SCREW @ I G" D.C. (7. I 50) (TYP. ALL ELEVATIONS) EXTR'D ALUMINUM -........... CLOSED SILL (A"7CS) MINIMUM CONNECTIONS ARE SHOWN IN THE SCHEDULE ON PAGE 52. ..:' UNIT LENGTH fOR DETAILS fA\ NOT SHOWN SEE 0 ALUMINUM CUP PROVIDE (I) AT EACH COLUMN (A'4JC) EXTR'D ALUMINUM GABLE ADD-ON (A'35GA) SOUD fiLL PANEL (ABOVE WINDOWS .;-. DOORS) CUT FROM 4'x8' SHEET s 0 00 U~ ~ Zs " ClC 0 "lU lJ)0 0 :J 0 If) 0 Z <( ~ 0 0 Z ':;; IL 0 IL 0 f- If) d;) ~oi;= i?i D~~:r: 0 uLu::::S2= cO Z\.U \.U"l" ~ U:r::r:;:;;::. (0 <:( t: "J :::-~35N lU-,UN NoL\.U.-l NOZ\.U ~~~ IL D 5 GABLE END WI SOLID TRAPS SCALE: (;" = 1'-0" SLIDER TO SOLID TRAP .sCALE, (;' 1'.0" GLASS KICK TO SLIDER 5C/l.LE: (;' = 1'.0' CD ~cl~~ J?,.~LA5S KICK DOCUMENTS ARE VALID ONLY WITH AN ORIGINAL STAMP AND DATED SIGNATURE (f) -.J <C I- l1.J D IlJ => Z IlJ >1'- <(If) 5m Z 1lJ_ 0 >- lfl ~~ ~ f-<( r ZILf-Of- <(If)zOf- Zlf)~OO OmoLlf)U UOlOC\Jlfl N <11 <11 <11 <11 !z:;!:;! "-' 0 0 :JDO LJ - <: '" " ~ " co :;: - ""' '" <: '" _ 0 "'>- 0", ::E", LLJ :> 00 <C ::E LLJ ~\-- 5I: ~0 z ~~ 00 \-- ~lf) o ~ ::; ~5 '" <C N ::2 \-- ~ If) 00 ~Gl o z:~ =:) If) o C'IJ GJ If) LLJ D<::: LLJ If) BY DRAWN BY, JP REVIEWED BY, CONTRACT DATt 03/30/0G DATE,04/12/0<; JOB #, CONANT 5 OF 5 . CONANT RESIDENCE: SERIES 230 SUN $ STARS STRAIGHT EAVE DESIGN @ PLOT PLAN 51 IA50 NOTE; I. THIS PLOT PLAN 15 FOR REFERENCE ONLY, FOR ADDITIONAL INFORMATION SEE SURVEY PROVIDED BY A LICENSED LAND SURVEYOR. 2. LOT COVERAGE CAles (fOOT PRINT ONLY) LOT Sf: 22,275 SF EXISTING: 1,718 (7. 7%) PROPOSED: 1.908 (8.G%) (\) ~ Z'" "'2 ~Z ~ \ -~ - -- --- ~~K VIEW LANE , \ 50 5 \' - - - '~830~ ~5~ - - - - - - - - - --l ,"" ~ I~ ,&, ~ \ ~\ \ 23.3' , , , , 39.0' 1 STORY f~~GE HOUSE AND \ N o '" o. co N 44.8' , , 1 110.3' \ 39.3' PROPOSED to DECK. , 2 ' \ \ S':i: ~ PROPOSED \ SUN ROOM , I G'-O 3/4" X , 11'-101/8" 40.\' 9' ::t- LO! #9 \~ (.Q \ (0 ~\ 1+ , t;, o \ S- 9, ~\ --- ~ -- , ZL _---- _---\43.G\ - - 'OGlOW 5 82024 CLIMATIC * GEOGRAPHIC DESIGN CRITERIA GROUND SNOW LOAD WIND SEISMIC DESIGN CATEGORY SUBJECT TO DAMAGE FROM WINTER DESIGN TEMPERATURE ICE SHIELD UNDERLAYMENT REQUIRED SPEED (MFH) SEE GENERAL Nor WEATHERING DECAY SEE GENERAL " " " "5 SEVERE DOCUMENTS ARE VALID ONLY WITH AN ORIGINAL STAMP AND DATED SIGNATURE GENERAL NOTES A. FOUNDATIONS I. MAXIMUM PRESUMPTIVE ALLOWABLE SOIL BEARING PRESSURE FOR NEW FOOTINGS ~ 3000 PSF. 2. FOOTING EXCAVATIONS AND FORMS SHALL BE REVIEWED BY LOCAL BUILDING OFFICIAL PRIOR TO PLACING CONCRETE. 3. FOOTING ELEVATIONS SHALL NOT BE RAISED OR LOWERED WITHOUT APPROVAL OF THE ENGINEER. B. CONCRETE I. ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3,000 PSI. 2. ALL CONCRETE WORK SHALL CONFORM TO ACI 3 I 8. 3. PLACE~" EXPANSION JOINT MATERIAL BETWEEN EDGES OF SLABS AND VERTICAL SURFACES UNLESS OTHERWISE NOTED. C. REINFORCiNG STEEL I. BARS SHALL BE ROLLED FROM NEW BILLET-STEEL CONFORMING TO ASTM AG I 5, GRADE GO. 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A I 85 OR ASTM A497. 3. DETAIL AND FABRICATE REINFORCING STEEL IN ACCORDANCE WITH "ACI DETAILING MANUAL", PUBLICATION SP-GG. 4. REINFORCING STEEL SHALL BE REVIEWED BY THE LOCAL BUILDING OFFICIAL PRIOR TO PLACING CONCRETE. 5. PROVIDE BARS AT CORNERS AND INTERSECTIONS OF THE SAME NUMBER AND SIZE AS LONGITUDINAL BARS IN FOOTINGS WALLS. D. STRUCTURAL LUMBER I . STRUCTURAL LUMBER SHALL BE GREEN DOUGLAS FIR LARCH NO.2, OR BEITER, UNLESS OTHERWISE NOTED ON THE PLANS WITH THE FOLLOWING MINIMUM PROPERTIES, a. Fb ~ 850 PSI b. Fc (PERPENDICULAR) ~ G25 PSI c. Fv ~ 95 PSI d. E ~ I ,GOO,OOO PSI 2. ALL PRESSURE TREATED LUMBER SHALL BE No.2 SOUTHERN YELLOW PINE, OR BEITER, WITH ACQ (ALKALINE COPPER QUATERNARY) TREATMENT. 3. PROVIDE WASHERS BETWEEN ALL ALL BOLT HEADS AND WOOD AND BETWEEN ALL NUTS AND WOOD. 4. LAG BOLTS AND SCREWS SHALL BE PROVIDED WITH LEAD HOLES HAVING A DIAMETER NOT GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF THE BOLT OR SCREW. ALL LAG BOLTS AND SCREWS SHALL BE INSERTED IN LEAD HOLES BY TURNING AND UNDER NO CIRCUMSTANCES BY DRIVING WITH A HAMMER. 5. THROUGH BOLTS SHALL BE PROVIDED WITH BOLT HOLES WHICH ARE * TO;t INCH LARGER THAN THE BOLTS. G. STEEL FOR ALL ACCESSORIES SHALL CONFORM TO ASTM A3G. 7. PLYWOOD SHALL BE C-C EXTERIOR, DFPA GRADE MARKED OR EQUIVALENT, OF THE THICKNESS rAfi ~ I B SHOWN ON THE DRAWINGS. 8. PROVIDE OTHER MANUFACTURED ACCESSORIES AS REQUIRED AND AS SPECIFIED. 9. ALL FABRICATED STEEL ASSEMBLIES EXPOSED TO WEATHER AND ALL STEEL FASTENERS, INCLUDING BUT NOT LIMITED TO NAILS, ANCHOR BOLTS, CONNECTION BOLTS, NUTS, WASHERS, LAG BOLTS OR SCREWS SHALL BE GALVANIZED IN ACCORDANCE WITH THE ASTM STANDARD FOR THAT ACCESSORY, ASTM A2 13, A 153 OR OTHER. 10. FABRICATED ITEMS INDICATED ON THE PLANS ARE DESIGNATED AS PRODUCTS PRODUCED BYTHE SIMPSON STRONG TIE COMPANY. PROVIDE ITEMS NOTED OR EQUIVALENT PRODUCTS. I I. ALL LAMiNATED VENEER LUMBER (LVL) SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES, a. Fb = 2,GOO PSI b. Fv ~ 285 PSI c. Fc (PERPENDICULAR) ~ 750 PSI d. E ~ I ,900,000 PSI DI... ., FLOOD HAZARD * .:~' * \~! ~ /' _ r:: ~"'04'~S';;.c.w ~..q,-I ~~'3Jl NO: ~ F. ALUMINUM ~O/"ES&\a""\ . ALL STRUCTURAL ALUMINUM CONFORMS TO THE MINIMUM REQUIREMENTS OF G005-T5 FOR ALLOY AND TE w4 EXCEPT AS NOTED BELOW. GREAT ROOM 12 RIDGE BEAM.. GOG3-TG V"\ ~ CORNER COLUMN. GOG3-TG \,J"'\ H-COLUMN. .. . .. . G I 05-T5 '':1\ UTILITY 'H' COLUMN ... GOG3-TG e 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 DIELECTRIC SEPARATION 4. ALL EXPOSED ALUMINUM RECEIVES ONE COAT OF PAINT COLOR TO IS COORDINATED WITH MODEL AVAILABILITY 5. ALL FASTENERS CONNECTING ALUMINUM COMPONENTS ARE STAINLESS STEEL TYPE 300 18-8 UNLESS OTHERWISE NOTED ON PLANS. E. STRUCTURAL STEEL I. ALL STRUCTURAL STEEL CONFORMS TO ASTM A3G OR ASTM A572 GRADE 50. "0 FOR CONTINUATION SEE SHEET S2 UJ lLJ I- o Z ILJ :::> Z ILJ >1'-- <{If) --.J sm Z ~ ~~ ~ lLJf-~z ~ z"-f-O Z<{lf)G:jol= ~6~i2~8 ,--,Uc<JONlO z o '" ~ lf1lf1 .., lf1 lf1 "- ~iiZ~~[l LLJ 0 0 0 ...J :::::i D 0 :r:: <( U<C<ClLtf) lLJ :> <r: lLJ I- :::c: c..') ~ I- (j) ~~ <r:" 1-" (j) ~ ~~ o =0 =::l" (j) ~ :::0 (5 CD f20J o(j) lLJ ~ lLJ (j) BY DRAWN BY, DB REVIEWED BY, DB CONT,^CT DATE 0313010r; DATE, 04/ I 9/0b JOB #, CONANT 5 I OF G GENERAL NOTES CONTINUATION DRAWING APPROVAL NOTE: G. 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 I 300. 3. ALL MC-I G (CODE 781 CLEAR ARGON ROOF GLASS HAS THE FOLLOWING MINIMUM PROPERTIES, VISIBILITY TRANSMITTANCE = I G % SOLAR TRANSMITTANCE = 10% ULTRAVIOLET TRANSMITTANCE ~ 7% VISIBLE OUTSIDE REFLECTIVITY ~ I I % VISIBLE INSIDE REFLECTIVITY ~ 25 % SHADING COEFFICIENT ~. I 8 SOLAR HEAT GAIN COEFFICIENT ~ . I 5 RELATIVE HEAT GAIN ~ 39 ASHRAE WINTER U VALUE ~ .25 ASHRAE WINTER R VALUE ~ 4.0 4. ALL MC-Sb (CODE 74) CLEAR ARGON WALL GLASS HAS THE FOLLOWING MINIMUM PROPERTIES, VISIBILITY TRANSMITTANCE ~ 5G SOLAR TRANSMITTANCE ~ 29 ULTRAVIOLET TRANSMITTANCE ~ 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 DRAWlNG5 AND ENGINEERING ARE PROVIDED BASED ON INfORMATION SUBMITTED BYTHE PARTNER TO THE ENGINEERING DEPARTMENT. ANY PREVIOUS ORDERS OR CONFIGURATIONS MAY NEED TO BE ADJUSTED, DUE TO ADDITIONAL STRUCTURAL ENGINEERING REQUIREMENTS. IT 15 THE RE5FONSI5L1TY Of THE PARTNER TO COORDINATE CHANGE ORDER REQUESTS THROUGH THE CUSTOMER SERVICE DEPARTMENT AND/OR THE TECHNICAL DEPARTMENT. FASTENER SCHEDULE FOR 230 SUN.. STARS TO EXISTING STRUCTURES.. FOUNDATIONS COMPONENT FASTENER NO.t5PACING (MIN.) fASTENERS COLUMN/SILL 3/8" 0 BOLT wI 2 (MIN.) @ EACH COLUMN I 1/4" WASHER AND 24" D.C. (MAX.) 2X8 RIDGE 3/8'0 BOARD (2) ROWS @ I G" O.c. TO EXISTING WI WASHER. WALL COLUMN 3/fJ" 0 2 IN TOP G' (3" APART) WI WASHER 30. O,c. (MAX,) VERTICALLY 2X , 0 LEDGER 3/8" 0 BOLT wi (2) R.OWS @ 32" O.C. FOR DECKING WASHER R.IDGE CLIP 3/8" 0 BOLT w! (2) AT EACH RAFTER @LEDGER WASHER H. SEALANT I . ALL SEALANT CONFORMS TO TT-S-OO I 543-A. TT-S-002306. ASTM C-920 TYPE S, GRADE NS. CLASS 25. I. GASKETS I. ALL GASKETS ARE CO-EXTRUDED AND ARE NON-MIGRATORY. J. ROOM SPECIFICS REFERENCE STANDARDS: ASTM E I 19 ASTM E 1300 ASCE 7-98 NOTE: ALL FASTENERS SHALL BE STAINLESS STEEL W MINIMUM 3" EMBEDMENT. al WALL PANELS TO BE 3" INSULATED. R~ 13.4 b) (61 LITE COLUMNS e) 5HB3 HEAVY RAFTER BARS wi (G) 30 5/8" O.c. BAYS BAYS dl (2) 5'-0" SLIDER DOORS K. DEFLECTION CRJTERIA I . ALL MEMBERS MEET OR EXCEEDS THE FOLLOWING MINIMUM DEFLECTION LIMITS, LL DL + LL USO a. STRUCTURAL ALUMINUM, b. GLASS, UI75 L. DESIGN LIVE LOADS ALL GLASS IS TEMPERED AND SHALL COMPLY WlTH THE REQUIREMENTS OF THE 2002 NEW YORK STATE BUILDING CODE. I . DEAD LOAD' 7 PSF 2. FLOOR LOADS, 40 PSF LIVE I 0 PSF DEAD 3. GROUND SNOW LOAD, 45 PSF DOCUMENTS ARE VALID ONLY WITH AN ORIGINAL STAMP AND DATED SIGNATURE 4. WIND LOAD, BASIC WIND SPEED, I 20 MPH WIND EXPOSURE, C VELOCITY PRESSURE EXPOSURE COEFFICIENT. K2, 0.7 DIRECTIONALlTY FACTOR. Kd, 0.85 GUST EFFECT FACTOR. G, 0.85 IMPORTANCE FACTOR. I, 1.0 INTERNAL PRESSURE COEFFICIENT. GCp" .55 5. LATERAL DESIGN CONTROLLED BY WIND. M. COORDINATION I. THE CONTRACTOR SHALL VERIFY CONDITIONS IN THE FIELD AND IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONDITION NOT A5 ASSUMED. HE SHALL TAKE FIELD MEASUREMENTS AND BE RESPONSIBLE FOR THE SAME. U) lLl \- o Z -I <( ~ lLl Z lLl o lLJ => Z lLJ >i'- <(Lf1 5:m z lLJ_ 0 5- (f) >L)- z oLz <( \-<( :r: zD-l-O <(Lf1itio~ ZLf1_00 OmOCLf1U Uo'lOC\J(f) 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, I. TYP. - TYPICAL 2. SIM. - SIMIlAR 3. UON - UNLESS OTHERWISE NOTED 4. CONT. - CONTINUOUS O. CONSTRUCTION SAFETY I. THESE DRAWINGS DO NOT CONTAIN NECESSARY COMPONENTS FOR SAFETY DURING CONSTRUCTION. 2. THE INSTALLER SHALL PROVIDE ADEQUATE TEMPORARY BRACING. SHORJNG.. GUYING OF FRAMING AGAINST WIND. CONSTRUCTION LOADS.. OTHER TEMPORARY FORCES UNTIL NO LONGER REQUIRED FOR THE SUPPORT OF THE FRAMING. z o N :Q <f) <f) <u <f) <f) "- I-lLJlLllLJ(j) zaill:::"ZlU lU 0 OO---l :J 0 0 I: <( U <C <( CL (j) P. MISCELLANEOUS I. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE. THE RESIDENTIAL CODE OF NEW YORK STATE. THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. AND THE LOCAL ZONING RULES AND REGULATIONS. 2. NO NOTE OR LACK THERE OF SHALL BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM EXECUTING ALL THE WORK IN ACCORDANCE WlTH THE BUILDING CODE OF NEW YORK STATE. THE RESIDENTIAL CODE OF NEW YORK STATE AND ALL LOCAL REGULATIONS HAVING JURISDICTION. 3. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ACTS OF OMISSION OF THE CONTRACTOR OR ANY SUBCONTRACTOR OR AGENTS OR ANY OTHER PERSONS PERFORMING THE WORK. 4. THE ENGINEER IS NOT RESPONSIBLE FOR OBTAINING ANY BUILDING PERMITS ANDIOR VARIANCE APPROWL Q. CONSERVADECK I. DEAD LOAD FOR FLOOR SYSTEM, 135 PSF ~ " o o '" 5 ~ ,. ~ <( z :3: _ 55 et!cii - - ~ :>: - '" -' i:!" <: 0 ~ i2,. ~ o ,. 0 ~ UJ fii 2. FOR ALLOWABLE LIVE LOADS REFER TO FOUR SEASONS SOLAR PRODUCTS "CONSERVADECK INSULATED FLOORING SYSTEM ALLOWABLE UVE LOADS" CHART. DEAD LOAD OF FLOORJNG MATERIALS MUST BE SUBTRACTED FROM CHART VALUES. 3. MATERIALS, POLYSTYRENE CORE, -TENSILE STRENGTH ~ I G - 20 PSI -SHEAR ~ 18 - 22 PSI -SHEAR MODULUS (Gel ~ 280 - 320 PSI -MODULUS OF ELASTICITY ~ 180 - 220 PSI ORIENTED STRAND BOARD (OSBI, -MODULUS OF RUPTURE ~ G44 PSI -MODULUS OF ELASTICITY ~ 7238 I 0 PSI MOR-AD M-bQO SERIES ADHESIVE, -TENSILE SHEAR BOND - 30 PSI R. STAIRS .. GUARD RAILS REV NO STAIRS SHALL BE 36" WIDE. MAX. RISER 8 1/4" (MAX. VAR. 3/8'). 9' MIN. THREAD. MIN. HEADROOM SHALL BE G'-8". LANDING SHALL BE NO LESS THAN DOOR OR STAIRWAY SERVED AND SHALL HAVE A MIN. DIMENSION OF 3G" MEASURED IN THE DIRECTION OF TRAVEL. ALL STAIRS OVER TWO (2) RISER AND ALL LANDING SHALL HAVE HANDRAILS. HANDRAILS SHALL HAVE CIRCULAR CROSS SECTIONS OF AT LEAST I I 14" AND NO GREATER THAN 2". IF NOT CIRCULAR THAN A PERIMETER DIMENSION OF AT LEAST 4" AND NO GREATER THAN G 1/4" WITH MAX. CROSS SECTION DIMENSION OF 2 I 14". GUARDS ARE REQUIRED ON PORCHES. BALCONIES. RAISED FLOORS. DECKS LOCATED 30" OR MORE FROM GRADE OR FLOOR LEVEL. ALSO ALL STAIRS WITH GREATER THAN TWO (21 RISERS. GUARDS SHALL BE A MIN. HT. OF 3G". EXCEPT STAIRS WHICH CAN BE 34". THE GUARDS SHALL BE OF SIZE AS TO NOT ALLOW THE PASSAGE OF A 4" SPHERE. ALL STAIRS AND BALCONIES MUST BE POSITIVELY ATTACHED (NOT TOENAILEDI. ALL LANDINGS SHALL BE A MIN. OF 3G" IN DIRECTION OF TRAVEL. ILl > <C ILl l- I: <...9 ~ I- <.f) ::i2iS <e; 1-" <.f)~ ~trl '" ='" ==:l" <.f) o C'<) ('.j <.f) ILl oL ILl <.f) BY DRAWN BY, DB REVIEWED BY, DB CONTRACT DATE 03/30/0(; DATE, 041 I 9/0G JOB #, CONANT S 2 OF G @ CONSERVADECK PLAN S3 NOTES, I. FOR INFORMATION NOT SHOWN SEE SUNROOM DRAWINGS. 2. FLOOR SHEATHING SHALL CONSISTS OF MINIMUM I LAYER 3/4" FLlWOOD (EXTERIOR USE). FASTEN FLlWOOD TO FLOOR FRAMING w/8D GALVANIZED NAILS AT G" O.c. ALONG FANEL EDGES. AND 12" O.c. ON INTERMEDIATE FRAMING. 3. MAXIMUM ALLOWABLE CANTILEVER EQUALS "d" WHERE "d" IS DEFTH OF CANTILEVERED MEMBER AS MEASURED FROM EDGE OF SUFFORT. 4. STEFS AS REQUIRED IN ACCORDANCE W/2D02 NEW YORK STATE BUILDING CODE. 5. STAIRS LANDING AS REQUIRED IN ACCORDANCE WI2002 NEW YORK STATE BUILDING CODE. G. SEE GENERAL NOTES FOR MINIMUM CONCRETE REQUIREMENTS DENOTES CONSERVADECKDECK PANEL AND TYPE SEE DETAILS FOR SPLICE AND CONNECTION REQUIREMENTS OUTSIDE FACE EXISTING WALL (@ STRUCTURAL FRAMING) TYP. / :? "' II lfl f- LU II LU r lfl LU LU !0 N C\J x D ib z <{ <0 f- Z 0 U Ul x C\J N - - - - DROP GIRDER (2) 2X8 DROP GIRDER (2) 2X8 (2) 2X8 "A" 1 2" SQUARE X 3' DEEP FOOTING TYP. 12" 12) X 3' DEEP FOOTING TYP. DROP GIRDER (2) 2X8 (2) 2XG CONT. BAND 4'-1 I 7/1 G" 411 X 411 POST TYP. , . DROP GIRDER l :'. , (2) 2X8 (2) 2XG CONT. BAND 4'-117/IG" - - --- (2) 2X8 4'-117/IG" IG'-O 3/4" OUTSIDE ROOM TO OUTSIDE ROOM MEMBER LEDGER-TO-EXIST GIRDER- TO-POST CONNECTION SCHEDULE SIZE No. 3/8" DIAM. LAG 2-ROWS 1/2" DIAM. THRU BOLT 2 PER POST SPACING 32" O.c. NIA REMARKS MEMBER FOOTING GIRDER FLOOR JOISTS LEDGER FRAMING SCHEDULE SIZE SPACING REMARKS 1'-0" DIAM. x 3'-0" 5'-0" (MAX.) Oc. SEE PLAN N/A CO NT ACROSS SUPPORT CONSERVADECK NIA 2 X 8 N/A CONT. 2x I 0 LEDGER SEE SCHEDULE TYP. I I I I L-12XG JOIST~ I I@ IG"OO I I I "-.. I I I I I ! ~OTE5! I I I LuL__~u -11 III\'! IC\J II 'N 1- (2) 2xG II 1/ SEE NOTE 4 D z <{ II ~ z 118 Ul x C\J ~ d~ DOCUMENTS ARE VALID ONLY WITH AN ORIGINAL STAMP AND DATED SIGNATURE I I ~1 -, "'I I I I I "-.. z <C --.I D..... ~ ~ U it llJ ;;;:r--- D ;;~ z <C IlJ - 0 >- If) ? ~~ ~ l..I:..f-<{ r llJz(Lf-O <{If) z of=: \.lJz 6~i2SS8 U",ONlf) o U z o - N g] <J) <J) ~ <r::: 1\lLJ o "'I-- S::C ~0 ~ I-- UJ 2Q1i <r::: " I-- ~ UJ~ ~~ Cl z: 0 =::l~ UJ o ('() C\J UJ lLJ D<::: lLJ UJ DRAWN BY. DB REVIEWED BY. DB CON!",C! DATE 03/30/06 DATE. 04/1 9/0G JOB #. CONANT 530F G DOCUMENTS ARE VALID ONLY WITH AN ORIGINAL STAMP AND DATED SIGNATURE ATTACH JOIST TO~ CONSERVADECK RIM BOARD WITH 3/8" 0 LAG BOLTS @ 32" O.c. 9 .. I I I: fB\ I I 2" SQUARE 1 1 4" X 4" 1 1 LlSEE NOTE 7 1 liP' ) : fA\... I ~ "i X 3' DEEP POST "--1--/ ; ~I- '<.5YTYP I ,,4 TYP. \ J ~~TING I TYP. I I + ~ ~~.'J ~G~DE~ '~r,:~~ +DROP GIRDER I / ~\,I\ DROP GIRDER =?-:~ : '-- ./ ~),2X8 - ~,~.J =-= (~) 2X8 T ~V -j" (2) 2X8 , ~~ ; _, I...... ....... .. ...... ....~.. ":I'~' ...."''""'T50''D.. '~"~,,. ... ...."'oo"'TW"". ......~".~ ,~. ... .... ............1.:. ~ I 'r ?; T , f... >L U IU D <{ &; tx(fi' z(j) Of- U:t: .....:c :;;(j) OIU OIU ",\0. z :0 (j) OS IU Z ~~.rNf:'" ~c.,., tr"*l~: ~ ~ ir T(~J:t * ~~fl ~ ~"O...9 ~ '\ ~ ~1/f(S$lOl..\. 22'-0" I MEMBER LEDGER- TO-EXIST GIRDER-TO-POST CONNECTION SCHEDULE SIZE No. 3/8" DIAM. LAG 2-ROWS 1/2" DIAM. THRU BOLT 2 PER POST fA\ DECK FRAMING PLAN \S3A) NOTE5 ~ 2. DECKING 5HALL CON515T5 OF ??? FA5TEN DECKING TO JOl5T FRAMING w/8D GALVANIZED NAILS AT G" O.C. ALONG PANEL EDGE5, AND 12" O.c. ON INTERMEDIATE FRAMING. 3. MAXIMUM ALLOWABLE CANTILEVER EQUAL5 "d" WHERE "d" 15 DEPTH OF CANTILEVERED MEMBER A5 MEA5URED FROM EDGE OF 5UPPORT. 4. 5TEP5 A5 REQUIRED IN ACCORDANCE W/2002 NEW YORK 5TATE BUILDING CODE. S. 5TAIRS LANDING A5 REQUIRED IN ACCORDANCE W/2002 NEW YORK 5TATE BUILDING CODE. G. 5EE GENERAL NOTE5 FOR MINIMUM CONCRETE REQUIREMENT5. 7. 5EE GENERAL NOTE5 . DETAILS ON SSA FOR GUARD RAIL REQUIREMENTS. SPACING 32" O.C. N/A REMARKS MEMBER FOOTING GIRDER FLOOR JOISTS LEDGER FRAMING SCHEDULE SIZE SPACING REMARKS 1'-0" DIAM. x 3'-0" 5'-0" (MAX.) OC (2) 2 X 8 N/A CO NT ACROSS SUPPORT 2XG 1'-4"OC 2 X G N/A z <( --.J (L tlJ o ~ tlJ Z ;;:t'-- ~ s~ z <( 5= ~ ~ i2~ ~ 1.1.-f-<{ I: z<Lf-O ,,/ <l: m ifj o~ "-C... Zm_oO "OmnCmu 'J Ur<1 0 (\](j) LU D z o - C\J ~ oj)oj) "-' oj)oj) CL. ~~~~[l lUODO---l :::i 0 D r <3: U <( <:( CL tJ) ~ ~ o ~ <r:: u illLJ o t;/) '" \-- E-< 5I: ~>- ~ (..') -' <: 0;:;2 o:=: - ~ 06~~ - ...,=-", \-- - ~:3~~ (j) ~:s ~ f2 c::: =: >- ~ (j) <~,,~ 0<:::5 ~~~:::2 <C~ O~~.~\--;;: (/)zot;(jJ~ .-" ;2 ~ ~ .. "'.Ju.lID::J~G:J 6~~i ::z:8 tJ'J~ O::::JL ~~ ~<SJ ~ :Q t;/) ~ 0 ~ s: C'<) ~ ~ C'\J o "tfJ ~ lLJ ra~ REV NoT DATE I BY DRAWN BY, DB REVIEWED BY, DB COIHRACT DATE 03/30/0G DATE,04/19/0G JOB #, CONANT S3AOF G r- 3/4" LIP AS PROVIDED I BY FACTORY -~ APPLY SEALANT PRIOR TO ~ INSTALLATION OF SPLINE - \ ~..:~<" "'-":." "." ~. ,: ::-",' .::" ; ..........,. " ".":" 3d NAILS @ 3" O.C. STAGGERED EACH SIDE OF SPLINE STEP I 2 X G SPLINE . ." ...l ; . -,'" , ...... ....". ". . . . . . ',' ," ...i:~'? .....\.....1 '- '.' "',' CONSERVADECK PANEL APPLY SEALANT TO EDGE OF OSB PANEL ONCE FIRST PANEL HAS BEEN INSTALLED BUT PRIOR TO INSTALLATION OF SECOND PANEL. STEP 2 TYP CONSERVADECK CONNECTIONAl SPLINE NOT TO SCALE 4" X 4" POST SEE PLANS FOR SIZE AND LOCATION DOCUMENTS ARE VALID ONLY WITH AN ORIGINAL STAMF AND DATED SIGNATURE SIMFSON STRONG TIE FB44 POST BASE . . .. .' < TYP POST FOUNDATION NOT TO SCALE CONCRETE FOOTING, SEE PLAN ON SHEET S3 FOR SIZE AND LOCATION. ~ FINISHED / GRADE 1 z ::;; b , CD FOST SEE PLANS d' . . '40 .. SIMPSON STRONG TIE PB44 FOST BASE CONCRETE FOOTING, 12" DIA. SONOTUBE N ~ FINISHED / GRADE z ::;; C:;> CD IT' SQUARE BASE TYP 12" SUARE BASE POST FOUNDAtiON NOT TO SCALE (j) --.J <( I- llJ D z o lLJ :::l Z lLJ >1'-- <elf) S(J') Z lLJ_ 0 5- (f) 1-<( ~~ ~ f-<e I: DzCl...f-OI= <elf)ZO Z Zlf)LJeOO O(J')oLlf)U =:)u['()OC\J(f) o LL z o - N iQ (f)(f) <t: lLJ I-- :c '-.') ~ I-- t.fJ t.fJ" OL: " <t: '7 I-- " t.fJ~ ~cij " :z::o =:)" t.fJ o CD ('\.j t.fJ lLJ OL: lLJ t.fJ DRAWN BY, DB REVIEWED BY, DB CONTRACT DATE> 03/30/0r; DATE,04/19/06 JOB #, CONANT 540F b U) --.J <C \- lLJ o lLJ ::J ~ ifj U ;:;:1'- lLJ s~ O lLJ_ Z 5_ 0 <C .c)- !:Q "'z <{ >f-<{ 1:: n/z"-f-O L1L<{mifjor:: ~ 25 ~ [i2 ~8 \J) U [C) 0 NUl Z z o - N ~ U tR~ g: ~gz~~[j lI.J 0 D 0 --I :J 0 0 1:: <( U <( <( (L tf) 5UNROOM WALL FLA5HING A5 REQUIRED 8d NAILS @ 8" OC TRUFA5T 51PLD8000 5CREW @ I G" OC. (PIN, HN8000) EXISTING 5TRUCTURE _\~ : I I L---1 '--- ~-- - -----~ 1\ 3/8" 0 LAG BOLTS WITH 3" MIN. EMBED. SEE 5H EET 52 FOR MIN. CONNECTION5 CON5ERVADECK PANEL CONSERVADECK ,.,; "'0"':';::'"' ~. :'>...~.-..0': .:(::::">'.~'.~>. .<tl'. (2) 2x G CONTINUOU5 BAND AROUND ENTIRE FLOOR PERIMETER L G" (MAX) 150LATOR TAPE 150LATOR TAPE (PIN, HN3130) 2X4 LEDGER ATTACH ED WI 3/8" 0 LAG BOLTS @ IG" O.C 2x I 0 LEDGER FA5TEN TO EXISTING 5TRUCTURE WITH (2) ROW 3/8" 0 LAG BOLTS. SEE SHEET 52 FOR MIN. CONNECTIONS P05T CAP EXI5TING HOU5E BAND IF EXIST FLOOR FRAMING 15 PARALLEL PROVIDE 50LlD BLOCKING AS REQ'D FOR ADEQUATE CONNECTION ~ o ~ u 1\ if1 Ii! f-< 5 u >- ~ 0., is Q ~ - ~ o 0 ~ e; 0::: :;: - '" ~ -';:2" -::; 0 ~ 0::: "'0 >- ~o ...... " ...........::E wlX ~ UJ Z ~ o ~~" =- if1~8~ U') Ul ~ !:5 Z f-.....l Z o g: g ~ (/'):g Cl < ~ ~ >.r.l ~ if1 ~ ~ ~ o w o " i:I-. [a ILl > <C ILl r- = o ~ r- U) g]i5 <C '" r- :; U)~ -w- tii " = 0 ::::::l:; U) o C'<) C'\J U) ILl ~ ILl U) DROP GIRDER 5EE PLAN ON 5HEET 53 FOR 51ZE AND LOCATION P05T 4" X 4" TYP FRAMING CONNECTION AT LEDGER TO EXISTING STRUCTURE NOT TO SCALE TYP FRAMING CONNECTION AT EXTERIOR DROPPED GIRDER NOT TO SCALE TRUFA5T 51PLD8000 5CREW @ I G" O.C (PIN, HN8000) NOTE, I. ALL FA5TENER5 TO BE STAINLE55 STEEL. CON5ERVADECK PANEL (CONTINUOUS OVER DROPPED GIRDER). / 5UNROOM WALL 3/8" 0 LAG BOLT WITH 3" MIN. EMBED. 5EE 5H EET 52 FOR MIN. CONNECTION5 '.;., ,. ;.... CON5ERVADECK PANEL .. ~.'.' ,.. ," ISOLATOR TAPE (PIN, HN3130) DROP GIRDER (5EE 5H EET 53 FOR 51ZE AND LOCATION) 8d NAIL5 @ I G" O.C (5EE NOTE I) (2) 2xG CONTINUOU5 BAND AROUND ENTIRE FLOOR PERIMETER (MIN fb~850) REV NO 4" X 4" P05T SEE PLAN5 FOR 51ZE AND LOCATION SIMP50N STRONG TIE BC4 P05T CAP DRAWN BY, DB REVIEWED BY, DB CONTIACT DATE, 03/3010" DATE, 04/1 9/0b JOB #, TYP CONSERVADECK CONNECTION AT GABLE WALL NOT TO SCALE NOTE, I. ALL FASTENERS TO BE STAINLE55 5TEEL. TYP CONSERVADECK CONNECTION TO INTERIOR DROPPED GIRDER NOT TO SCALE CONANT DOCUMENTS ARE VALID ONLY WITH AN ORIGINAL STAMP AND DATED SIGNATURE 55 OF b 2" X G" RAIL CAP :::; ::l :::; Z :::; UJ 0) 2" X 2" PICKETS ATIACHED @ TOP AND BOTIOM WITH (2) - 8d SPIRAL SHANK NAILS OR ( I) - #8 WOOD SCREW. SEE NOTE I t 4. 4" X 4" POSTS SPACED @ G'-O" O.C. (MAX.) (2) 1/2" 0 THRU BOLTS @ EACH GUARD POST 2x G CONTINUOUS RIM JOIST AROUND ENTIRE DECK PERIMETER ATIACH TO EACH JOIST WITH (2) 10d NAILS (MIN.) DROP GIRDER SEE PLAN ON SHEET S3A FOR SIZE AND LOCATION SEE NOTE 2 2 X 4 TOP AND BOTIOM ATIACHED TO GUARD POST WITH (2) - 8d NAILS OR (2) - #8 SCREWS SEE NOTE I I I I I I I I I L DECKING SECURED WITH (2) ROWS 8d NAILS @ I G" O.c. OR (2) ROWS #8 SCREWS @ I G" O.c. SEE NOTE I POST CAP SEE NOTES I t 3 SIMPSON "H2.S" HURRICANE CLIP __ (OR EQUIVALENT) OR (3) 8d TOE NAILED. SEE NOTE I. L12" (MAX) POST 4" X 4" TYP FRAMING CONNECTION AT EXTERIOR DROPPED GIRDER NOT TO SCALE NOTE, I. ALL FASTENERS TO BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. 2. GIRDER TO BE ASSEMBLED WITH (2) ROWS 10d NAILS STAGGERED @ 12" O.C. 3. (2) 3/8" 0 THRU BOLTS @ POST CAP f[YP.). 4. THE GUARDS SHALL BE OF SIZE AS TO NOT ALLOW THE PASSAGE OF A 4" SPHERE. EXISTING HOUSE BAND IF EXIST FLOOR FRAMING IS PARALLEL PROVIDE SOLID BLOCKING AS REQ'D FOR ADEQUATE CONNECTION EXISTING STRUCTURE l-r+--r I I L--l ------ --- - 1\ ~'~r:: < _Ij I I I I J' FLASHING AS REQUIRED 1\ FOR DETAILS NOT SHOWN, SEE~ ~ SIMPSON STRONG TIE FACE MOUNT HANGER - TO MATCH FLOOR JOISTS SIZE (SIMPSON "LU2G" OR EQUIVALENT) 2xG LEDGER FASTEN TO EXISTING STRUCTURE WITH (I) ROW 3/8" 0 LAG BOLTS @ I G" O.C. MINIMUM. SEE NOTE I TYP FRAMING CONNECTION AT LEDGER TO EXISTING STRUCTURE NOT TO SCALE NOTE, I. ALL FASTENERS TO BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. DOCUMENTS ARE VALID ONLY WITH AN ORIGINAL STAMP AND DATED SIGNATURE UJ ---l <( \- LU tLJ D ::l Z tLJ 0) >1'--- Z <(If) S<D Z tLJ- 0 ~ ~~ \Q ~~~z ~ LlLZo...~o lL<(lf)iiJo~ Zlf)_OO ,/O<DoLlf)(j -'L.. (j ('I) 0 C\J (f) U LU D z o - C\J :Q \f) \f) CW \f)\f) lL ~ ~ li2 ~ [l UJ 000 -l :=i 0 0 :c <! U <.( <( CL to ~ o ~ u 6 o <Zl '" f-< 5 ~ >- ~ ......< 0 o i< - ~ o 6 ~;;l J:>::: ;;: - '" f'I....:l ~ ~ - ~ 0.... ~ ~ >- I.l.. < ~ i<:;; ~ Ul ~ ~ o ~:>l~ <Zl " 0 to r" ~ ~ ~ V.l Ull%l:::' Zf-.J" o g: ~ ~ r./J:g Cl <:;: :;, IJ.l ~ r/J ~ J:>::: S ::J :il o '" . lL.l >- <C lL.l \-- :r= o 22 \-- tF). ~i5 <C " \--" \SJ ~ ~~ '" =0 =::I" \SJ o C'<) 0J \SJ lL.l ~ lL.l \SJ REV NO DRAWN BY, DB REVIEWED BY, DB CONTRACT DATE- 03/3010" DATE, 04/ I 9/0G JOB #, CONANT S5AOF G FLASHING (BY OTHERS) NEW PLYWOOD SHEATHING, TO MATCH EXIST. FASTEN TO END OF RAFTERS wi 3 ROWS 8d NAILS DENOTES PORTION OF EXISTING FRAMING TO BE REMOVED NEW FOUR SEASONS ROOM DOCUMENTS ARE VALID ONLY WITH AN ORIGINAL STAMP AND DATED SIGNATURE ~ ~ SOUD 2x BLOCKING BETWEEN EACH RAFTER :......----- CUT T9- FIT AND MATCH EXIST SLOPE --- --- --- .::', .::: ':..:"~.. ........... NEW SIMPSON STRONG TIE H2.5 HURRICANE ANCHOR AT EACH RAFTER NEW 2x8 LEDGER FASTEN TO ENDS OF EXISTING RAFTERS @ I G" O.c. MAX. (OR EXIST TOP PLATE) wi (2) 3/8" DIAMETER LAG BOLTS wi MIN 4" EMBEDMENT. COUNTERSINK BOLTS AS REQ'D TO INSTALL SUNROOM RIDGE. NEW FOUR SEASONS RIDGE FASTEN TO 2x8 LEDGER IN ACCORDANCE WITH SUNROOM DETAILS TYP STRAIGHT EAVE CONNECTION DETAIL AT EXIST STRUCTURE NOT TO SCALE FLASH I NG (BY OTHERS) NEW FOUR SEASONS RIDGE FASTEN TO 2x8 LEDGER IN ACCORDANCE WITH SUNROOM DETAILS NEW FOUR SEASONS ROOM NEW 2x8 LEDGER FASTEN TO ENDS OF NEW RAFTERS @ I G" O.C. MAX. (OR EXIST TOP PLATE) wi (2) 3/8" DIAMETER LAG BOLTS wi MIN 4" EMBEDMENT. COUNTERSINK BOLTS AS RlEQ'D TO INSTALL SUNROOM RIDGE. <f) LU 02 <( > EXISTING ROOF FRAMING NEW SHEATHING TO MATCH EXISTING SHEATHING TO EXTEND TO TOP OF NEW WALL FASTEN TO GABLE END WALL wi 8d NAILS @ 8" OC ALONG PERIMETER FRAMING. 12" OC AT ALL _____ INTERMEDIATE FRAMING------ --- --- --- + + --- --- ~':':,::,:'.. lS::,::O'" ~ DENOTES PORTION ::,:.: ::.':"... 0:" OF EXISTING FRAMING /t>';<;>>". TO BE REMOVED ~ :, .... ....~ --- --- NEW GABLE END WALL wi 2x4 STUDS @ I G" OC. FASTEN TO EXISTING RAFTERS wi 4- I Gd NAILS '\ ~x8 RAFTER \WI MAX 8'-0" SPAN I -SIMPSON STRONG TIE "A35" FRAMING CUP @ EACH RAFTER 2X I 0 V ALLEY PLATE PLACE DI RECTL Y ON TO STRUCTURAL ROOF SHEATHING. FASTEN TO EACH EXIST RAFTER wi 3- I Gd NAILS. TYP STRAIGHT EAVE CONNECTION AT EXIST STRUCTURE NOT TO SCALE NOTE, @ I . USE B ONLY AS REQ'D BY LOCAL FIELD CONDITIONS. SG (j) --.J <( I- l1.J '!5 D ifj Z ~[;; o ~~ ~ - >- UJ ~ ~~ ;::; '--' f- <( :r:: l1.J Z (L f- 0 <(If)ZOr= ZZlf)'!,,!OO ZO(j)~lf)U UOlONUJ o U z o - N g] Ul Ul "" Ul Ul {L ~~~~iIJ u.JDOO---l :::J 0 0 :r: <( U <( <:( [L (j) LLJ >- <C LLJ l-- = ~ ~ l-- If'J ' ~1S <C~ l-- " If'J~ ~iii Cl =0 :=:." If'J o C'<) C'\J If'J LLJ ~ LLJ If'J DRAWN BY, DB REVIEWED BY, DB CONT'ACT DATE, 03/30/0G DATE, 04/ I 9/0G .JOB #, CONANT SGOF G