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Home My WebLink About33584-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33512 Date: 06/27/08 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 3160 BRIDGE (HOUSE NO.) County Tax Map No. 473889 Section 85 LA (STREET) Block ~ CUTCHOGUE (HAMLET) Lot 20 Subdivis~ Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated DECEMBER 4, 2007 pursuant to which Building Permit No. 33584-Z dated DECEMBER 13, 2007 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 ADDITIONS AND ALTERATIONS, INCLUDING COVERED PORCH, ENTRY AND DECK REPAIR TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to DAVID M & MARIA RADFORD (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPAR~ OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 121443C 05/09/08 PLUMBERS CERTIFICATION DATED OS/20/08 FRANK J MCINTOSH ~d ~ Signature Rev. 1/81 , Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 ftt"V :J '7 'vi "'" ~"-~S,.. Ckv..c?1o -</)/ //.1 }:r" 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 uew use: I. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/1 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 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. 1'>/1 Q/08 New Construction: Old or Pre-existing Building: x (check one) Location of Property: 3160 BRIDGE LANE House No. Street ('TTTClJOIJTTE Hamlet Owner or Owners of Property: DAVID & MARIA RADFORD Suffolk County Tax Map No 1000, Section ~5 Block ~ Lot .;;:l [) Subdivision Permit N033584 Date of Permit. 1/15/08 Filed Map. Lot: Applicant: DAVID M. RADFORD Health Dept. Approval: Planning Board Approval: Underwriters Approval: 121443C Request for: Temporary Certificate Final Certificate: x (check one) Fee Submitted: $ 25.00 C,.,o -2:.. 3 ~ ') I J- (2g C- 1\.f5lfY CER TIFICA TION S/Zolo'7? Date: Building Permit No. ~ ~ "58 i Owner:j)t\nd", N\f\R)~~c\t~r~ (please print) Plumber: lTQ.Vl /< S ,vi (:rVlJoS~ (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. z~ fU4(~ (plumbers Signature) Sworn to before me this ;( 0 day of (h(L~ . 20-'2..L 4:tv~"a' d~ - / / Notary PubIiC.~county PATRICIA GENOVESE Notary Public, State of New York No. 01 GE6043821 Qualified in Suffolk CounlY. / Commission Expires fJ' /;; '(. / t () --' Electrical Inspection Certificate Issue Date 5/9/2008 Electrical Inspection Service, Inc. 375 Dunton Avenue East Patchegue, New York 11772 (631) 286-6642 Application Number 121443C Issued To: Street: Village: Section: Mr. Dave Radford 3160 Bridge Lane Cutchogue Block: Zip: 11935 Lot: Town: South old Contractor: East Coast Electrical Contractors Lie. # 39080-ME Was examined and found to be in compliance with the National Electrical Code. D Commercial D NV Defects D Pool [J(] 1st Floor [J(] Indoor D Basement D Hot Tub IKJ Residential D Del. Garage IKJ Attic IKJ 2nd Floor D Outdoor IXI Addition D Survey Switches Receptacles Fixtures GFI Heaters AlC Fans 34 37 28 5 1 4 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves Furnace Oil Gas Circulators Smoke Detector Bell Transformer 4 1 Meter Amps Phase UGlOH Jacuzzi Television CO Detector / 1/20a Bldg. Permit: 33584 Other Equipment '~f7 ;j / n I fAir Handler Disc.l1-Raintight AlC Disc. 20a I (l ,,//1 ~' Hugo S. rdi President ROU9h Inspection: 01/30/2008 Inspector: John Me Mahon III Final Inspection: 05/0712008 Inspector: John Me Mahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. 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. 33584 Z Date DECEMBER 13, 2007 permission is hereby granted to: DAVID M & MARIA RADFORD GLEN HEAD,NY 11545 for : ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 3160 BRIDGE LA CUTCHOGUE County Tax Map No. 473889 Section 085 pursuant to application dated DECEMBER Block 0002 Lot No. 020 4, 2007 and approved by the Building Inspector to expire on JUNE Fee $ 1,006.00 13, 2009. ORIGINAL Rev. 5/8/02 . '9Ql4VEYED FOR.. FOSTEl2. ( VACJl..NT)' .i; 'MJO~AElJ,'1. JESSI ~_, .2.. rnC:-"~'-1 !.o _'-...v.~.;.dd::_ L s-' . '. .Ys ,......--...... -, '-.. . .---. . 3.$!!:4 00 E. . 120.0 ~( ;;fi coi ;:~ .:~! STATEMENT OF INTENT THE WATER SUPI'L Y AND SEWAGE DISPOSAL sYsTEMS FO!,! l'HIS RESIDENCE WILL CONFORM TO THE STANDARDS OF THE SUFFOLK CO. DEPT. OF HEALTH SERVICES. ISI \ , i , AT. -. CUT(HQGUE mWN OF 9:ltJrHOL? N.~ ", f"~ \I) g lO APPLICANT ~. .~ .12 SUFFOLK COUNTY S-ERVICES - FOR CONJI"itUCTION ONL Y DAT&:: It; S. REF. NO.;' .eE>oso:'LZ AI'PRO\lED: \ ,,-\ . ~.~ \ \ ~ \\. . \\ . , ,. .\ ,\ \\ . , \ \. \ , " \ ' \--' \ , , , \ , DEPT. OF HEALTH APPROVAL OF :i~' .. .-.!. ':.. I . I - .j I ..... ;:':;. I . i ; / /. ----- / .p // SCALE' 50',( ~-;-42,.1:!.8 S.I': .;' .. SUFFOLK 00. TAX MAP DESIGNATION: D1ST. SECT. BLOCK PeL. 1.000. as . 2 cO OWNERS ADDRESS: W..t.Ak:E ;<:,:)!~!?_ SOUTHQL1?L ~~.'r~!_tp..i. "'3" :,1 , '"-." '~.' -- ....~ .- ..:..;5~~'c~':'r:.:: ;' ~ : ! (V"'-;'-'} c,) -~.... .' ~C"~~' .:;:~ I ot!""-k:-:. ~_ .L-.I:::::__ , . 11 ! STC~ F12.:-aQj ; " ._--~ g'l . , 1"""'1' / . ' .. !J..--...<.l ~. ., '.11 . , 7' ~ '" .. I 3 __~ ~'J C 1~ e .' i:!Q l I .1 :t i . " .-- -' ,,,? -r:65_:...~36 DEED: L. N/A . TEST HOL P. . :U 'r. Jr) L<'J ,f\J \\i ...... . , .~ i .(. i ~ . I we...V .---'j '.; ..' - 27?69 TO '-.t. R 12 - 1'1.55 la40 "N.. '3 " o ,"jo 01 .'" ~.t" . . 0- m If) '~.J:?~ .., . . ___ __' "r .::~ I.t..OI "T->S.f2F.FEtZ'fO r<tAP OF 15MAQ A\.:':E'~. " L~...., iN:n'l1: i;uFF:CO:CLi:r';~:S O;'FiCE-'~.s. ~~pr.,J.3'. S'.:3!2~ _4._ '._ ._ _______..__..__ "2.C:..~~;i,Jt<'S r:;;~Fer~ ',.0 MEAJ'~ SEA LEVEL... " . ...-----.-.---------.-. .- .. .-- STAMP 11"'\"1 ....,--;:>...,..,...,...... t~:I"ivrr .... .", ~~ ". ,~ ,~ .. .....:...,~... .,. .c..-..)<"; ;",~.' t>I thv N.._'....i" $1o'1C ":<-"".,It!io:oL.w, Cc:oi.. (III Itt+9. rrv9W ~ 1'01 t>tIari:og a...I.ncJ,.~7...""IKii...a;o. ~W~Ahal:rIQI"~ IObe.....1Fuecaow. Gu..--lnoIcattC..... -.al "'" ..".,tDthao.--forwhrJrntheaurYll\ .pr--......on..bMIelftoche.. *-~...._._._ltwI~.nd bIOnt InIIiIudan 1iIIIId..... aN ID the ~...,............ Iudoft. e............ ~_~.... ..~...........or........... -- ,r. .-- 3.I1rJJj NO<AfID735" . . ! " 0.. <( .'. ~ .t- .; l) " '. !U .J (- ii: U: (It Ill. : ': -"0; ....r~;:\ :~.. . ,: .;;. ::l~:t., .;: ," ~. ~~~~-~;'~;.;.~-:~,:. ~ . _:-~! .... '.. , .,' .*-l~.Mt' '~.n,J981LT" ..... 0-..."* ~ '" , J ~ . ,,;;fi-'~:5-. 3, "';'135,0 LAt.JE arZ1DGE SEAL '- , . ~-'>"?'~.:~-.'.' ~~:_.i~~t~~.~.... i-R~3l~NCEF< . , ".. .------ .- '';:;''::~'.:)- '. } 3St ~ :z-- TOWN OF SOUTHOlD BUilDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [~RAMIN~TRAPPIN~ [] FINAL [ ] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRucnoN [ ] RRE RESISTANT PENETRATION REMARKS: - L.4.- ([) I ~ '" /11~~ tJ-~ lI'-'~ '\ '" Md-.~~~)L ~~~) DATE I-I f - 0 g INSPECTOR ~ ~ "- h-- -. "'"Il"":;"--~ ~ 33St'f :2- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] FOUNDATION 2ND [ ] FRAMING I STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. D<[ INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS:~ t;/- - ~ - ~\d2, rJ-~S_o~ DATE INSPECTOR ~~ ~..... .--"._-~-.- ~" -...-- - 33S1Lf Z- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING I STRAPPING [ ] FIREPLACE & CHIMNEY [ ] RRE RESISTANT CONSTRUCTION Yf ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRAnON REMARKS. ~ ~,rI-- . ,-. f ~~. ~ aN2.- 'lJ (\ , f . DATE J- -/:J-- O? INSPECTOR ~AdL , 335ft L TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] FOUNDATION 2ND [ ] FRAMING I STRAPPING [ ] FIREPLACE & CHIMNEY [ ] RRE RESISTANT CONSTRUCTION REMARKS: \ l..l"'U2.. ~ Itv"&1I _ --. [ ] INSULATION j>4 FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRAnON \~ . ;;V~ vi- ?~ DATE ~/S -0 f' INSPECTOR ~.~ ----~ -~ -------------...-- -- ---of""- ~~--------.-~ }JS-%'f :z... TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING I STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRucnoN REMARKS: [ ] ROUGH PLBG. [ ] INSULATION f{><j FINAL A-; [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION .~~}~ ~~Z~-~ cUL.Q eJ.... ~ DATE If-/f,-o t INSPECTOR ~~ . .. FIELD INSPECTION REPORT DATE I FOUNDATION (1ST) ------------------------------------ FOUNDATION (2ND) ROUGH FRAMING & PL lJ1\ffiING INSULATION PERN. Y. STATE ENERGY CODE FINAL COMMENTS \}.i vJ"" I.f\t'i o(\~ .-e;;; ('\l t.:: ~~ ~ / /' J(7 IV 1 2: 9 I 1-11--1 ~ 'FA. -. '\~ 0 Y ~~ /I' ~ _ ~ " 'A:d ( A-I.. / U -./.1' -71 J_ d;L" "oA (T ~ -,,'-~./, ~ No,,]) '~CT_n--...AJ.. 'I A~;" )-A- t( _ _ A- l/lr-~"u~lJ.o" ri-/) ./la~,b- ~ ~ ~. r~. .t. J#. ,,~~-r--.J'JL" ~~~~ v (/ IrA-oJ. v_oD ytl ).-f').. -r;"{- e ~.I.U - ().. V-A I>l- ...J ~a>.i-O!S.&Y) IJ..:-~!- - /J~ - - ..L, U; A" r>.A~. II a/vJ Ok ~ :r:: 1--___ #1.".' .hJ_ " ~!J.. 'v~ A ~\&... #AU IJ f:.. ~ t'i ..., u-' -- ~'" () ~ t'i ..., '~' i.f;,n - 'l h'^P~ _A .l)~ ~ .hh. v. a,,1' I ~. r: '/ J~-l...~ ..prrc~-o... - II . J I./-I-.-_~.A"P r;."<;<:::> ~ - '-TJ;I/J~ I ~J>>1.~4--/JA, e:.... ~ o,A-' &_ll-, -I" ....</" I 9(/. -..: ~_.. 1-1----11- D g t, _.1 a ~ A'" _ /IA A~ 11 -I-:J~A f"-.Ji1:.J . ., ~7,.':. P'r,'AL. ,"~ -h.-./iA j} ~~ L V/J..IF . '€ __ 7) "U"-if,J / G, /"" '.1" 01-' /'1. CO . . I &- ,o4tJ. rZV--. T-.f/l. ADDITIO"'" y/ J..OMMENTS --:- " .P /A #-. j' . . JI i Xn p I / l7/-~ I P .... 0 P-:z;; z ~ ><::. ~ . L , r--t'i \ ~ w~ \ ..., ~o ~2: ,~~ bt t'i "" ~ TOWN OF SOUTHOLD BUlLDIN'G DEPARTMENT TOWN HALL SOUTHOLD, NYJI9'h TEL: (631) 765-U02 FAX: (631) 765-9502 www.northfork.net/Southoldl BUILDING PERMIT APPLICATION CHECKLIST PERMIT NO. 33~~L Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. . Trustees. Contact: . Examined Approved Disapproved ale (?/ G :~~-T- Mail to: Expiration ,20_ Phone: ;):\ '8' - (0, I I e .-, -;-'r;;'-i0\~fArPLICA TION FOR BUILDING PERMIT ),JL.~ . '. ...:~ , , ~ '; QEG ..'{ j\ INSTRUCTIONS \. '" 1 .J a. This !tppttcljtion M~kp\2 com~etely filled m by typewnter or m mk and subnntted to the Butldmg Inspector wtth 4 sets of plans, accurajl:.plot-plait'tO:;scate.Fee accordmg to schedule. b. ProtpI;m 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 shaH 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 p~rmit 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 . escribed. The applicant agrees to co~ply with all applicable laws, ordinances, building code, ho s' code, and re d to admit authorized inspectors on premises and in building for necessary inspections. M. Date (l"'. '?:lO ,20~ (Signature of applicant 31 VJa\ter~ 5-t. 6Ientkai NY 11~-4:J ( allmg address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder e"Wue.~ Name of owner of premises 1.:b \/1iL1i..L.Ma n'Q.... Ra.dfOni (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. ;).b q-~;;> H-~ Q.q ''S M'<" 3'10 &6 M.E I. Location of land on which proposed work will be done: '3~ . e(~6r.e. I-A~ House Number Street County Tax Map No.1 000 Section <:!'lbdivision 95 ClaVIotOCfUe. k!M 'ftId., WJ5( Hamlet "3; .~,.,,:. Al.vW,,: ':. . :,' ';flr!llll Bl?ck .,( vJ'o? ~. Lp't;:~ "', 8JO Ptled Map NQ.._. 0, ,I" ".,. ':Lot "'",~.,,~ (Name) I 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: . a. Existing use and occupancy ~IU"l,.~ YA'Mlt.lt Rf.$~9~,1r-h .. b. Intended use and occupancy ~ I lie. Lt- fftmlVf ~t.p~"t~"" 'I. 3. Nature of work (check which applicable): New Building Repair Removal Demolition 4. EstimatedCos~EOI\)bO .DO Addition Other Work x Alteration X (Description) 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 u/ll\ , 54"0" UfA I , I' H'" 6. Ifbusiness, commercial or mixed occupancy, specifY nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Height 1: ~4'''6'' Number of Stories 5~~O" I Rear Depth Dimensions of same structure with alterations or additions: Front 5' "~C'" Depth .f4.', 0" Height ~I" I~N Number of Stories Rear 54"0. ~ 8. . Dimensions of entire new construction: Front W Height "'/4 Number of Stories IJltt Rear I utA Depth ulrt If'th ulr1 I~~' Rear , 120 I r~~ 9. Size oflot: Front 10. Date of Purchase / ff '1 Name of Fonner Owner m~47' 11. Zone or use district in which premises are situated A v 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO-1L 13. Will lot be re-graded? YES_NO L Will excess fill be removed from premises? YES_NO ~ 14. Names of Owner of premises O/lVI.O -eAgfut.17 Name of Architect WlWM.s. vJA\L.. e.A. Name of Contractor Address Address~!lUf~i9 ~ Address Phone No. Phone No ~Ib' VII. :Z.7tl Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES _NO l * 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 ) 17t\\lIO ~~~O~ being duly sworn, deposes and says that ~he is the applicant (Name of individual signing contract) above named, ' (S)He is the ~W~~ ~ ~fUv~fJ.-( (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have perfom1ed 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 tl1e manner set forth in the application filed therewith. Sworn to before me this Pfl_" L daYOf~2o!..l &~~~ Notary Publi W1mam J. Wan . lIalIlJ Public. Slale 01 New M , No. 4182477 lIIltlflied in Nassau CounIJ, n I( c.m":lIon E;.piras Dacembar 31. 20.L..- ~u . e TOWN OF SOUTHOLD PROPERTY'.ORD CARD ~, eJVH9' '\1)-_ - ?..s/ -~ -,>2 0 STREET VILLAGE DIST. . SUB. LOT F /:l... c. rN JI/.b -IJiI, i> 11 E' (.Ie p I.J>lI 0. r ACR:9 / TYPE OF BUILDING E W LAND 9 FARM IMP. TOTAL Ytr /) ..j-6C' COMM. CB. MICS. Mkt. Value t //\' -:', 'U 00Cl I () c.{..) Ilou'.J 51.-00 4.oCl iTS-o 0 #1 ../Dll V"hl ciA An- f' J' .', <', \.l I. .':..J~ " rillable FRONTAGE ON WATER FRONTAGE ON ROAD I3s 'Ioodlond ^eodowlancl DEPTH BULKHEAD t.v 332 louse Plot 'otol . . . COLOR N <-+7 . TRIM w ~lla.. -. , I A -, ,t~L:'~,-' II - . -. I .4 rt . , ...d - ~. ~. .... 7 ,n I ~ I I ,. f1~ ..r t .,..,-- - -- - I I Jt-~ " , i;<L , " " M:'B1'.~ 2.<.,."; 2.~.. /.28\ '" ..r.2 "" Z"''>< z8" I L'.LlJ \-"\00 3,50 -4Qoo Extension ';2.><- \4 " ::ae.l .... Extension '. Extension Foundation f>.C- BaIh :z. Dinette PMch Bosement +- ,-.Jl_'- Floors k::>~_ww K. \ Jorch Ext. Walls .vel Interior Finish ~K LR. I 'gil.Jd:.",~j ,oj(,. Breezeway Fire Place ( Heat U \tJ 13B DR. I Garage :2. ';Z.. X ;2.,2 :: 4&4 1,')..5 1.,06 rype Roof (.:::~L.E- Rooms 1st Floor t- BR. -:L ~ :.~ IS 7"- ... ~;$ 4 eo ,~ \2.0 RKreatlon Room Rooms 2nd Floor FIN. B 0.11. Dormer DrIveway TQfal ..sr..ZS 'fbt'"c if~ ill. _ 172.= "'~}.r . ","'""-"S S'A-t CI .4f..e.v'A(v........ - 1100 -Y.P.S- 14, RETAIN STORM WATER RUNOFF (Y: u s o� PURSUANT TO CHAPTER 236 H NOTED OF THE TOWN COOE N Al4V e,'�o„E APPROVED AS N 7.D U I V4 A P1AL�515 TCW&i 0w0vtow DATE:? I B.P.N ,OT 3 GSIO .7,��-=-F—� SEA�% 05 bWCA' Z Lorr : W Loa,- AG G G - - FE °D BY:S'�� CERTIFICATION OF' _ NAILING.& CONNECTIONS NO FY BUILDING DEPARTMENT AT qFn pIZ01FAAAILQ REQUIft(GO Ex5tI3JCa�FppFb5E0 f l(,-O8R Kr��GBpOR�A�A� ...FOLLOWING W GAM TO WPM FOR THE .,, ir>; lliaa ;F><- ADDITION & RENOVATION FOLLOWING INSPECTIONS: MIU LOT SIZE % 2 AT.Kfh (B'f,f20 �) 42, 116 / 422 196d co�6aP;A 1. FOUNDATION - TWO REQUIRED PLUMBER CERTIFICATION Hlu. PgoLq 5ET6AGK V.o ' t 7(P.O '"%�-: So' PoG�I1 t TAUT f l RcaL FOR POURED CONCRETE M1 B,o 3.0 r,0 Be,3 � 2. ROUGH - FRAMING & PLUMBING ON LEAD CONTENT BEFORE . HIU. ewt 5eTtkr 1 20' r 2q,0' / II eq,0' I ] 3. INSULATION ICERTIFIQATEOFOCCUPANC,Y Hu TOTAL. 5wt 5EY8ACK51 40' * 72,0' :IC72,0' ° _ 4. FINAL - CONSTRUCTION MUST )`" BE COMPLETE FOR C.O. SO�.DER USED IN WATER ' '' HI/J. RE/kR 56(6AGK % (a0' C � ALL CONSTRUCTION SHALL MEET THE SUPPLYSYSTEMCA'NNO'T -, NrY i 193.0� / + 1g3,0 '\�\ ST '^ 5VA31. ALL CONSTRUCTION UIREMENTS OF SHALL MEETES OF NEW EXCEED 2110 MAX. L(TT 60VF,QAGF�% 20/r 28oB,15 / 2500,a 3 76,0 SIAA.IOP.AK` wl 14 WORK STATE. NOT RESPONSIBLE FOR - -li;,U.t,�ife°,k;i.l::.:"/.�: 'nal,a"�tu.'SmYi^.:3 THE RADFORD RESIDENCE 42719b * ,2 a 8439.E nA1X wY (5,4 qo) / (SA r/r� e� I�iO Qll,k 61'6PS SO dR/y� coDESIGN OR CONSTRUCTION ERRORS. mew f+ a \ d EX15T, HOV5E I 1704.E } OYBk "V611 - (') BTo�•Bb. COMPLY WITH ALL CODES OF �/ EXAST. 4ARAO#6; 350, b UARA46 p A�'O DRYWEN. FW NEW YORK STA i E & TO`NN CODES FLUUD 4UNELYWITH H4- B N„1. -,v4j V i( % 417. G ¢ plu AS REQUIRED AND CONDITIONS OF CFLLooD DAMAGE PAREVENTIO'N,1 8 SOMiOLDTOWNZEA SOUTHOCp TOWP{,CODE NETJ � � flyRGH t92} 531 r ' 40„ w - _ c SOUTHOLD TOM PLANNINGBOARD '' 3160 BRIDGE LANE SOUTHOLDTOWNTRUSTEES °V9M WAtil IM, WWW GAVAA A-V1o9A5 33D, 57 N.Y.S.DEC ' NDEAWAITERSCEATIFICA „ � I•lEW ?mG AR?-A ZEST 'SQ•'n. X 3" RAIUMW (, 2 664•2 cl•tBlr, G2Et Sf(� PLA►U Pflug- youm I bGg. ?� : SGAI rG% 1 r 40L0" ALL CONSTRUCTION SHALL 1 - 2 13,22 L.F• (MEET THE REQUIREMENTS OF THE �p Sr r 3.14 (4) 50•24 REaR UOf CODES OF NEW YORK STATE. PLUMBING CUTCHOGUE NEW YORK ' ' Srfe, ?LAM IL 09VIATIOU7AKW ViVM SUKVE( FRF'PARCD13Y WPeRlx --" - - ALL PLUMBING WASTE d u5E (2) B-o d' YL 4 H, R1"5 Twvf, SEE iwM &ALf i WATER LINES NEED - Y VAU T61`(l,Y F.G. I L,L,5• 3' 21' g(o OCCUPANCY OR ."T,STI.GBEFORECOyE MI �j : �( (,piny( f�1� (1Gt7� �jti(l (rj BA5(f�E� iT A�t�awvAY Q GR055 IAKTOKtV ARIA iuvicAT96 UNITS oP LjF.W USE IS UNLAWFUL F, WAO rc, do iytW M\ok4 O s)Wuv wWm routTqwflow, WITHOUT CERTIFICATE OF OCCUPANCY GENERAL NOTES TECHNICAL NOTES ENERGY CONSERVATION NOTES ABBREVIATIONS 11 THE YORK OF THIS PROJECT WILL BE UNDER THE DIflECTIDN OF THE GENERAL 16) BEFORE FINAL PAYMENT WILL BE MADE BY THE OWNER, THE CONTRACTOR 261 PROVIIDE FIRESTOPPING AS REQUIRED IN COMPLIANCE VI 5EG•R 608.0 1) INSULATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES CONTINUITY A.C. AIR CONDITIONING INS. INSULATION CONTR,ICTOR AND IS TO BE PERFORMED BY SEVERAL SUBCONTRACTORS. THE SHALL DELIVER TO THE OWNER WAIVERS OR RELEASES OF ANY LIENS ARISING OUT 1) FOUNDATION EXCAVATIONS SHALL BE INSPECTED AND APPROVED BY A COMPETENT IuTERAIAT 0AJ AL RE510EAl TIAL GODS (SRo> OF INSULATION AT PLATE LINES, SILL LINES AND CORNERS. ABV. ABOVE I.B. INSIDE DIAMETER GENERAL CONTRACTOR WILL DETERMINE THE PARTS OF THE WORN TO BE HE OF HIS CONTRACT; AND SHALL DELIVER ALSO ALL MANUFACTURERS' WARRANTIES, SOIL ENGINEER PRIOR TO THE PLACEMENT OF CONCRETE. TO VERIFY THE ASSUMED A.DR. AREA BRAIN TO THE VARIOUS SUBCONTRACTORS AND VENDORS AS SET FORTH IN THE AGREEMENTS GUARANTEES, OPERATIONAL AND MAINTENANCE MANUALS PERTAINING TO HIS SOIL BEARING CAPACITY OF 2 TONS PER SQUARE FOOT. 27) E(TERIOR WOOD MEMBERS EXPOSED TO WEATHER AND ALL LUMBER IN CONTACT 2) ALL INSULATION WHICH IS CAPABLE OF ABSORBING WATER SHALL BE ALUM. ALUMINUM J.C. JANITOR'S LLOBET TO BE MADE WORK; FURNISH EVIDENCE SATISFACTORY TO THE OWNER THAT ALL PAYROLLS, PITH MASONRY, CONCRETE, TILE SETTING BEGS, GROUTS, ETC. SHALL RECEIVE PROTECTED BY A VAPOR BARRIER LOCATED ON THE WINTER VARM SIDE OF THE AC.T. ACOUSTIC TILE Jr. JOINT BILLS FOR LABOR, MATERIALS AND EQUIPMENT, AND OTHER INDEBTNESS CONNECTED 21 ALL EXISTING FILL, ROOTS AND OTHER UNSUITABLE BEARING MATERIAL SHALL VIDO PRESERVATIVE TREATMENT COMPLYING WITH CLASSIFICATION C-1 AND C-2 INSULATION. B AT 2) THESE NOTES SHALL APPLY TO EACH CONTRACTOR. EACH CONTRACTOR SHALL WITH HIS WORK FOR WHICH THE OVNER OR HIS PROPERTY MIGHT IN ANY WAY BE BE REMOVED AND FOOTINGS CARRIED TO THE BOTTOM OF SUCH EXCAVATION. BIANDAROS OF AMERICAN VOQU PRESERVERS ASSOCIATION (AVPA); FOR EXTERIOR ASPH, ASPHALT L.P. LOW POINT STUDY AND FAMILIARIZE HIMSELF WITH THE SITE AND WITH ALL OF THE DRAWINGS RESPONSIBLE., HAVE BEEN PAID OR OTHERWISE SATISFIED. EACH CONTRACTOR CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY SOIL VARIATION OR CONDITION VITER-BORNE; OIL BORNE NONLEACHING TYPES OF LUMBER IN CONTACT WITH 3) EXTERIOR JDINTS AROUND VINOUS AND EXTERIOR CODA FRAMES, OPENINGS AGSIL AGGREGATE LOR. LEADER FOR ALL TRADES AND PARTS OF THE WORK. EACH CONTRACTOR SHALL COOPERATE SHALL ALSO DELIVER TO THE DEVELOPER WRITTEN 6UARENTEES IN FORM AND VHDSE ADVERSELY AFFECTING ASSUMED SEARING CAPACITY PRIOR TO THE POURING OF ANY M190NRY. BETWEEN WALLS AND ROOF/CEILINGS ANDBETWEEN WALL PANELS. OPENINGS AT ACOUST. ACOUSTIC LAY. LAVATORY AND COORDINATE HIS WORK WITH THE YORK OF OTHER CONTRACTORS. TERMS AND EXTENT WILL BE ESTABLISHED IN THE AGREEMENTS BETWEEN EACH FOOTINGS. PENETRATION OF UTILITY SERVICES TWOUSH WALLS. FLOOR. AND ROOFS AND ALL La. 1 Pam CONTRACTOR AND THE OWNER AND/OR DEVELOPER. 28) STAIR CONSTRUCTION SHALL BE CONSTRUCTED WITH STRUCTURAL GRADE OTHER SUCH OPENINGS IN BUILDING PERIMETER, SHALL BE CAULKED, GASKETED. B.L. BUILDING LINE LN.FT. LINEAR FOOT 31 SHOULD ANY CONTRACTOR HAVE THE OPINION THAT THERE EXIST IN THE 3) AU, ANCVR DOLTS SHALL BE HJ5TALL.Ep IN cohifMMAAIa 9fAINGERS AND WOOD RISERS AND TREADS, COMPLETE WITH V000 HANG NO SUAgO WEATHERSTRIPPED OR OTHERWISE SEALED. - B.C. BOTTOM OF CURB DRAVING9 ANY ERROR OR DISCREPANCIES. OR THAT CONDITIONS OF THE WORK OF ❑) THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR TEMORARY ELECTRIC. WITH TYPICAL EXTERIOR WALL e0IJNFL(I0M5 AS IWICA*T) RIILS AS PER 5B6• 9314 IAgfRNAlIO1APL 9E5ITM56MAL CODE 5EC.931rr It. BLOCK RISC. MISCELLANEOUS ANY OTHER CONTRACTOR IS SUCH AS WILL PREVENT HIM FROM COMPLETING HIS VATER, TOILET FACILITIES, FENCING, BARRICADES, SECURITY, AND CLEAN-UP AS oAl DRAWING A•i 4) ALL EXTERIOR ODORS AND WINDOWS SHALL BE DESIGNED TO LIMIT AIR BM. BEAM MEMOR. MEMBRANE VDRK IN A FIRST CLASS MANNER, HE SHALL NOTIFY THE GENERAL CONTRACTOR OF AGREED UPON BETWEEN OWNER AND /OR DEVELOPER AND CONTRACTOR. 291 FLASHING TO BE PROVIDED AT ALL ROOF PENETRATIONS, PIPES. VENTS, LEAKAGE INTO OR OUT OF THE BUILOIN6. FOR DOORS. THERMAL TRANSMITTANCE BP. BflICN an. METAL SUCH BEFORE PROCEEDING WITH HIS WORK. DIMENSIONS GOVERN - DO NOT SCALE 4) ON ALL NON-RESIDENTIAL PROJECTS, UNLESS SPECIFICALLY CALLED FOR. S(YLIGHT9. CHIMNEYS AND ROOF VETILATOAS. FLASHING TO BE PROVIDED AT MAY NOT EXCEED U OF .40; INFILTRATION LOSS FOR ENTRANCE DOORS SHIA44E NOT B.V. BRICK VENT MACH, MACHINE DRAWING. 10) EQUIPMENTS AND DEVICES OF A TEMPORARY NATURE REQUIRED FOR THE ACTUAL FINISHED GRADES AND FINISHED FLOOR ELEVATIONS TO BE AS PROVIDED HIPS, RIDGES. VALLEYS, CHANGES OF HOOF SLOPE, GABLE ENDS, AND TOP DF EXCEED (A) FOR SWINGING DOORS 1.0 CFM PER $0. FT. OF DOOR AREA. (&1 FOR BLOC. BUILDING HAS. MASONRY CONSTRUCTION PROCESSES AND PROTECTION THEREOF. SUCH AS SCAFFOLDS. ON SITE ORAVING PREPARED BY SURVEYOR. SITE ENGINEERS AND CONTRACTOR TO FOUNDATION WALLS, SLIDING GLASS ODORS 0.5 CFM PER SO. FT. OF DOOR AREA AS PER NEW Y000O11II11IIK BAD. BOARD MIL. MILLIMETER 4) EACH CONTRACTOR SHALL DETERMINE ALL DIMENSIONS AND CONDITIONS AT THE STAGING, PLATFORMS. RUNWAYS, HOISTS. LADDERS, CHUTES, TEMPORARY MAKE ALL NECESSARY PROVISIONS IN FIELD FOR RETAINING WALLS AND CONCRETE STATE ENERGY CONSERVATION CONSTRUCTION CODE INYBECCC). WINDOW-THERMAL BLK. BLOCK M.O. MASONRY OPENING SITE AND BE RESPONSIBLE FOR SAME. EACH CONTRACTOR SHALL BE RESPONSIBLE FLOORING. GUARDS. RAILINGS, SHAFTWAY PROTECTIONS. ETC., FOR THE STOOPS, AND ADJUST TOP OF FOUNDATION VALL WEIGHTS AND REINFORCING AS 30) PIOVIDE CONTINUOUS METAL TERMITE SHEILO WITH ALL JOINTS SEALED TRANSMITTANCE MAY NOT EXCEED U OF 0.4D; INFILTRATION LOSS FOR WINDOW M.S. MARBLE SADDLE V '0 6 PERIMETER PALLS AND SHE LDED TERMITE COLLARS AT PLUMBING PIPES IN UNITS SHALL NOT EXCEED 0.5 UFM PER LINEAR FOOT OF OPERABLE SASH CRACK. C.B. 0 FOR CONSTRUCTION MEANS, METHODS,PROGRAM IDES,CONNECTION W AND PROCEDURES. PROTECTION OF THE ACCORDANCE AND OF THE PUBLIC SHALL BE PROVIDED, ERECTED. REQUIRED BUILDINGS. WHERE9. AND AS TFORMS E BY SUP EYOA. THIS APPLIES TO ALL A. N PERIM I M ATCH BASIN MIN. MINIMUM AND FOAL SAFETY PRECAUTIONS AND PROGRAM IN CONNECTION WITH HIS PORTION OF BANDUI MAINTAINED IN ACCORDANCE PITH THE HER LAWS. RU OF THE NEW NYORKANO STATE RWHERE STOOPREQUIRED BY EXCEEDS T24'AT ABOVE BUILDING CODE GRADE. CSAVL SPACES C.C.A. CWT IRON MAX. MECHMUR THE VOAN. ALL SONG NMENTAUCAIEN CODE.HANDAVING ALL OTHER LAYS. RULES, 0q ORDINANCES OF OTHERPROVIDE DES HAVING AS JURISDICTION. BY NEV PORK STATE BDILQING CODE AND ALL I 5) HEATING LATION3 SHALL BE EQUIPPER WITH ADJUSTABLE THERMOSTATS FOR C.I. CAST IRON M.V. MECHANICAL VENT ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION. D FOR SHALL OTHER CODES HAVING JI1g190ILTI0N. 311 Ipp,,,,SE WATERPROOF MEMBRANE FLASHING OVER ALL OUTSIDE D00P5 AND THE LIMITED TO OF NIMUM SETTING FOR EACH ZONE. THE A MAXIMUM PANES SHALL C.9. CAST STONE OR VENTILATION 57 SALON CONTRACTOR RE PR COMPLY WITH THE DINGICODE, N OF THE NEV WORN PROVIDE, ERECT, AND MAINTAIN THOSE ITEMS REQUIRE FOR HIS USE, OBTAINING rIN00Y5. BE LIMITED F. A MINIMUM SETAIN6 OF 45 DEGREES F.. A MAXIMUM SETTING W COX. EXTERIOR GRADE STATE UNIFORM FIFE PREVENTION AND B. AND O CODE, NEV YORK OV RNMEE ENERGY ALL NECESSARY PERMITS. INSPECTIONS AND APPROVALS, AND REMOVE THOSEOWNER ITEMS 51 A MINIMUM AGAINST NFOUNDATIONAYS WALLS ONLY AFTER CONCRETE HAS LURED FOP 75 DEGREES F.. ANNO SHALL BE EQUIPPED WITH A READILY ACCESSIBLE NANUALMAINS CET. CEMENT N.T.S. NOT IN SCALE CONSERVATION CODE. FEDERAL N.9IN OFF AND OF ALL LOLL GOVERNMENTAL WHEN THEY HAVE SERVED THEIR TED IN GANDRE WHEN DIRECTED N BY THE OWNER, A MINIMUM OF SEVEN 171 DAYS, USING ADEQUATE WALL BRACING. 32) O'ENINHS FOR EMERGENCY USE, INCLUDING OPERABLE PANTS OF VINDOVS W AUTOMATIC MEANS TO REDUCEDPARTIALLYN RESTRICT OR SHUT DOWN THAT TONE MAINS C.T. CERAMIC TILE N.I.C. NOT IN CONTRACT _ AGENCIES HAVING JURISDICTION. INSOFAR AS APPLICABLE TO HIS PORTION OF UNLESS OTHERWISE STIPULATED IN THE AGREEMENTS BETWEEN OWNER AND 51ALL HAVE A MINIMUM AREA N F 6.7 SQ.GT, A PEA, SELF R91CS PERI005 OF NON-USE OR gEOUCBiO NEEDS. C.F.M. CUBIC FEET PER MINUTE N0. NUMBER THE VOIIN. DEVELOPER AND/OP GENERAL CONTRACTOR. fi) ALL CONCRETE TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF BEARING P.S.I. I�IZ31 IIJTERNAT DNAL RESIPEARIAL LOD C.J. CEILINfi JOIST AT ENiS FOR, OBTAIN AND PAY FOR 191 CONTRACTORS SHALL SUBMII SAMPLES, MATERIAL LISTS, EQUIPMENTS LISTS NING OF 1ST0N3 PEflLSOUAREIF00i UNLESNGS S OTHERWI AN SE NOTED ONSUMED DRAWINGS. CAPACITY fil TI6NTCH MSNUTNDFFLOAXPEASATVTHEIBUROINLATION G ENVELOPESTEM LLTOEPflEVENTEHNFIL RATION CO WIT A B. CDIOMNfi D.C.° ON � QV 61 EACH CONTRACTOR SHALL MAKE ALL ARRANGEMENTS ♦ , .{. ALL PERMITS, TESTS, INSPECTIONS, AND APPROVALS REQUIRED FOR HIS PORTION AND SHOP DRAWINGS A9 CALLED FOR IN THE DRAWINGS AND INCLUDING BUT NOT FOOTIN555 TO EXTEND DOWN iU VIP N SWL.ExPoSED SLA0515 F,P5, PoRCHESI OF OUTSIDE AIR WHEN THE SYSTEM I9 NOT IN OPERATION. DAMPERS SHALL HAVE CSMT. CASEMENT O.D. OUTSIDE DIAMETER OF THE WORK. LIMITED T0: €GARWWAE. SLA66 SHPI.L I1AVE ,SCtl p,t AP(BR �B yA`4 33) ALL GLASS AREAS 10 BE DOUBLE GLAZED WITH A 'U' FACTOR OF .10, ALL A MAXIMUM LEAKAGE RATE OF 20 CFM PER SQUARE FOOT OF FACE AREA. CONC. CONCRETE O.H. OVERHANG 71 SLABS ON GRADE SHALL BE PLACED ON 6 MIL. THICK POLYETHLENE VAPOR IITERIOR BOORS TO HAVE MINIMUM 'U' FACTOR OF .10. ALL FIREPLACES TO CONC. BLK. CONCRETE BLOCK 7) EACH CONTRACTOR SHALL CARRY WORKER'S COMPENSATION INSURANCE IN THE ALL TYPES OF BOORS WOOD DOOR FRAMES, STAIR AND TERRACE BARRIER OVER WELL-COMPACTED POROUS FILL. CONFORM TO THE REQUIREMENTS OF THE NEY YORK STATE ENERGY CONSERVATION 7) ALL YATER DISTBGBUTION AND SANITARY DRAINAGE PIPING INSTALLED IN CL. CLEAR OR CLOSET P. PAINT AMOUNTS PRESCRIBED BY LAY, AND LIABILITY, BODILY INJURY. AUTOMOBILE AND RAILINGS, FIREPLACES, WINDOWS, ALUMINUM OR WOOD AND GLASS CIDE, UNHEATED SPACES VITHIN THE BUILDING SHALL BE THERMALLY INSULATED IN CLPBO. CLAPBOARD PART. PARTITION OTHER INSURANCE IN THE AMOUNTS AND PERIODS SATISFACTORY TD THE OWNER. SLIDING DOORS, AND FRAMING FOR FIXED LIGHTS, FINISHED B) MASONRY VENEER SHALL BE ANCHORED TO FRAME BACK-UP WITH NON-CORROSIVE ACCORDANCE WITH NYSECCC. C.O. CLEAN OUT PLYD. PLYWOOD FIRE INSURANCE WILL BE CARRIED BY THE OWNER. HARDWARE. ELECTRICAL AND AIR CONDITIONING EQUIPMENT. METAL BRICK TIES SPACED NO MORE THAN 16' HORIZONTALLY AND 20' 31) LASS IN DOORS, SIDE LIGHTS AND SHOWER ENCLOSURES SHALL BE SIZED. L.W. COLD WATER PROP. PROPERTY r•r�r J- APPLIANCES, STAINS AND PAINTS. PLUMBING FIXTURES AND VERTICALLY. INSTRUCTED, TREATED OR COMBINED WITH OTHER MATERIALS AS TO MINIMIZE B) HEATING SYSTEMS ID COMPLY AMD MEET MINIMUM EFFICIENCY STANDARDS AS P.S.I. POUNDS PER SQUARE INCH BI ALL CONTRACTORS SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER AND THE TOILET ACCESSORIES. °FECTIVELY THE POSSIBILITY OF INJURIES TO PERSONS IN THE EVENT THIS SPECIFIED IN NYSECCC. SERVICE VATER HEATING SYSTEMS SHALL BE LIMITED TO 0. DRYER PT. POINT ARCHITECT AND THEIR AGENTS AND EMPLOYEES FROM AND AGAINST ALL CLAIMS, 9) BRICK SHALL COMPLY WITH ASTH C62 STRUCTURAL CLAY BRICK, GRADE 'SW- ASS IS CRACKED OR BROKEN, IN ACCORDANCE WITH SEC• R°JOB M A MAXIMUM TEMPERATURE SETTINGS OF 340 DEGREES F.. AND SHALL BE EQUIPPED O.F. DRINKING FOUNTAIN P.V.B. POLYETHELENE VAPOR 021 yO DAMAGES LOSSES AND EXPENSES, INCLUDING ATTORNEY'S FEES ARISING OUT OF OR 20) CONTRACTOR SHALL MAKE TIMELY SUBMISSIONS TO THE OWNER OR DEVELOPER LAID IN TYPE 'S' MORTAR. TOE. WITH A SEPERATE SWITCH OR VALVE TO SHOT OWN THE ENERGY SUPPLIED. HOT O.H. DOUBLE HUNG BARRIER RESULTING FROM THE PERFORMANCE OF THE WORK, PROVIDED THAT ANY SUCH OF THE VARIOUS ITEMS AS SET FORTH ABOVE SO AS TO ALLOY REASONABLE AND WATER SYSTEM CIRCULATING PUMIPS SHALL BE ARRANGED AS TO BE AUTOMATICALLY DIA. DIAMETER OF N7 CLAIM DAMAGE. LOSS OR EXPENCE (a l IS ATTRIBUTABLE TO BODILY INJURY, ADEQUATE TIME FOR REVIEW. POSSIBLE CORRECTION. POSSIBLE RESUBMISSION. 10) FIELDSTONE VENEER SHALL BE NOMINAL 4- THICK OF TYPE 45 SELECTED BY 351 IER ROOF SHEATHING AS SHOWN. APPLY A 30 POUND ROOFING FELT BASE OR MANUALLY TURNED OFF WHEN THE SYSTEM IS NOT IN OPERATION. DIAL. DIAGONAL R- RANGE SICKNESS. DISEASE OR DEATH. OR TO INJURY TO OR DESTRUCTION OF TANGIBLE AND FOR APPROVAL OF SUBMISSIONS WITHOUT DELAYING THE PROGRESS OF THE DEVELOPER OR OWNER. SUPPORT ON ANGLES AS SPECIFIED OVER OPENINGS AND KEET COVERED WITH FIBERGLAS ASPHALTIC SELF-SEALING SHINGLES APPROX. OPFG. DAMPPROOFING REF. REFRIGERATOR PROPERTY (OTHER THAN THE WORK ITSELF) INCLUDIN6 THE LOSS OF USE ENTIRE PROJECT OR ANY PHASE OF THE PROJECT. ANCHOR ANGLES 1 -0 HORIZONTALLY WITH 1/2' DIA. x 4' GALVANIZED LAS IN. WEIGHT 235 POUNDS PER SQUARE KITH WEATHER EXPOSURE AS RECOMMENDED 9) ELECTRICAL SUPPLY AND LIGKTKN6 SYSTEMS SHALL BE INSTALLED AS TO DH. DOVN ALE. RAILING WILLIAM J. WALL R.A.- RESULTING THEREFROM. AND (b) IS CAUSED IN WHOLE OR IN PART BY ANY BOLTS. I MANUFACTURER. PROVIDE EFFICIENT DISTRIBUTION AND USE OF ELECTRICAL ENERGY IN on. DOOR R.DR. ROOF GRAIN NEGLIGENT ACT OR OMISSION OF THE CONTRACTOR. ANY SUBCONTRACTOR. ANYONE 21) SEPARATION BETWEEN DWELLING WITS SHALL PROVIDE A SOUND ACCORDANCE WITH NYSECCC STANIOARD9 AND SPECIFICATIONS. THE MAXIMUM TOTAL aim. DIMENSION REIN, REINFORCED DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF THEM OR ANYONE FOR WHOSE ACTS TRANSMISSION LOSS OF AT LEAST 40 OECIBLES IN THE FREQUENCY RANGE OF 256 111 STEEL: ALL STRUCTURAL STEEL AND WORKMANSHIP SHALL COMPLY WITH THE 36) IFFITS AT ROOF OVEBHANSS SHALL BE CONTINUOUSLY VENTED. ROOF VOLTAGE DROP SHALL NOT EXCEED 3i TO THE FINAL DISTRIBUTION PANEL. ALL O.Y. - DISHWASHER RM. ROW n' ANY OF THEM MAY BE LIABLE, REGARDLESS OF WHETHER OF NOT IS CAUSED IN i0 1021 CYCLES PER SECOND. REQUIREMENTS OF A.I.S.C. OR A9 SHOWN ON THE STRUCTURAL DRAWINGS, SHALL V:NTILATION SHALL BE DISTRIBUTED EQUALLY WITH SOS AT RIDGE OR GABLES AND UTILIZATION EQUIPMENT SHALL HAVE A POWER FACTOR OF NOT LESS THAN 052 DWG. BRAVING AEQU. REQUIRED Gj RECEIVE SHOP COAT OF RUST-INHIBITIVE PAINT AND ONE FEILO COAT OF SAME. Eli AT SOFFIT. UNDER RATED LOAD CONDITIONS., CORRECTIVE DEVICES INSTALLED FOR R.D. ROUGH OPENING III 7._ � Q .- PART BY A PARTY INDEMNIFIED HEREUNDER. W 221 89THGENERAL CONTRACTOR TO SUBMIT TO OWNER, SAMPLES OF ALL MATERIALS, WHERE LINTELS. UNLESS OTHERWISE NE SHOWN, SHALL BE 1' x 3 1/2' x 5/lfi' COMPLIANCE V17H LONE SMALL EIE STITCHED WITH NT UTILIZATION EINTENDE EXCEPT E.F. EXHAUST FAN R.R. ROOF RAFTER 9) IN ANY AND ALL CLAIMS AGAINST THE OWNER CR THE ARCHITECT 0R ANY OF BDiH INTERIOR AND E%iEAIOR, FOR HIS APPROVAL, PRIOR TO INSTALLATION. WHERE REQUIRED FOR MASONRY VENEERS. 3]1 ILL INTERIOR FINISHES TO COMPLY WITH 5EG•R 70Z ]:RG WHERE RESULTING IN UNSAFE CUNOITIONS ON INTERFERING WITH INTENDED ENCL. EXPOSED D O 0 J W y On THEIR AGENTS ON EMPLOYEES BY ANY EMPLOYEE OF THE CONTRACTOR. OR SUB- OPERATION OF EQUIPMENT. EXP. EXPOSED UR EXPANSION SU9P. SUSPENDED Z ..,,}a� Q CONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF THEM OR 23) ALL SITE DESIGN. INCLUDING TDPOGBAPHY, SITE UTILITIES, PAVING, 12) WHERE STEEL BEARING PLATES AND SHIMS ARE REQUIRED, THEIR TOTAL 38) FIRE RETARD UNDER ALL WOW STAIRWAYS WITH 5/8' TYPE 'X" GYPSUM EL. ELEVATION S. SINK OR SOIL LA] 3 W N ANYONE FOR WHOSE ACTS ANY OF THEM MAY BE LIABLE. THE INDEMNIFICATION LANDSCAPING. ETC.. SHALL BE A9 INDICATED ON PLANS UNLESS OTHERWISE DEPTH SHALL NOT EXCEED I- MAXIMUM. IIARO. PROVIDE 5/8' TYPE 'X' GYPSUM BOARD ON PARTY WALLS AND CEILING REQUIRED R VALUES ELEC. ELECTRIC S.C. SELF-CLOSING N OBLIGATION UNDER THIS PARAGRAPH SHALL NOT BE LIMITED IN ANY WAY BY ANY NOTED. # V-O' FROM PARTY WALLS AT ALL GARAGES. EXP. UT. EXPANSION JOINT S.H. SINGLE HUNG G � _ _ LIMITATION ON THE AMWNT OR TYPE OF DAMAGES, COMPENSATION OR BENEFITS IS) ALL FkAmfw LLIn6ER 5HALL SE. W(WA A5 FIR Z. 1. INSULATION REQUIREMENTS CEILING R-38 EXIST. EXISTING S.S. 9EUVICE SINN PAYABLE BY OR FOR THE CONTRACTOR 09 ANY SUBCONTRACTOR UNDER WORKER'S 241 FABRICATION SHALL NOT START UNTIL SHOP DRAWINGS ARE APPROVED. ALL MIAIIHNM I'IBfat 6%1E55 650 R,S,L, WHEUE HEH ,Vfg 39) YI ERPROGF B THROOM FLOORS AND PROVIDE COVE BASE AS PER VALLS R-19 ENTA. ENTRANCE STOP. STORAGE W < W U tD COMPENSATION ACTS. DISABILITY BENEFIT ACTS OR OTHER EMPLOYEE BENEFIT COMPLETED WORK SHALL BE IN ACCORDENCE WITH THE APPROVED DOCUMENTS. yrLf f r IS IAIDI6A10, MWIMLIHI FIBER. STg ESQ �R�� IRG FLOORS P-3D E%. EXIT STL. STEEL J W Q 2 N VNERE REVIEVED AND APPROVED BY THE ARCHITECT OR ENGINEER ON BEHALF OF SC.FT SQUARE FOOT < J J ACTS. THE OWNER 03 DEVELOPER, SUCH REVIEW AND APPROVAL WILL BE FOR CONFORMITY S4ALL TjE I'FOO P,S,I,__ 10) ILL WALLS AND CEILING 1/2' GYPSUM BOARD UNLESS NOTED OTHERWISE. F.A.I. FRASB AIR INTAKE SPAR. SPRINKLER U 10) THE OBLIGATION OF THE CONTRACTOR UNDER THIS ARTICLE SHALL MDT WITH THE DESIGN CONCEPT OF THE PROJECT AND WITH THE INFORMATION GIVEN IN F.D. FLOOR DRAIN ST. STREET 'T EXTEND TO THE LIABILITY OF THE ARCHITECT. HIS AGENTS OR EMPLOYEES THE CONTRACT DOCUMENTS. APPROVAL SHALL NOT RELIEVE CONTRACTORS OF THEIR 111 WHERE MICRO-LAN LAMINATED VENEER HEADERS AND SEAMS ARE INDICATED, 11) P30VIDE ADEQUATE AIR SUPPLY FROM THE EXTERIOR FOR ALL HEAT F.E. FIRE EXTINGUISHER SL. SLEEVE ARISING OUT OF (1) PREPARATION OF APPROVAL OF MAPS, DBAKINSS. OPINIONS, RESPONSIBILITY FOR ANY DEVIATION FROM THE REQUIREMENTS OF THE CONTRACT THEY SHALL BE AS MANUFACTURED BY TRUS JOIST CORPORATION, BOISE, IDAHO. PAIDUCING EQUIPMENT. MECHANICAL EQUIPMENT AND SYSTEMS SHALL CONFORM TO F.F. FINISHED FLOOR S.Y.P. STANDARD YEIGHT PIPE REPORTS. SURVEYS. CHANGE DRDEAS, DESIGNS OR SPECIFICATIONS. OR (2) THE DOCUMENTS. NOR FROM THEIR RESPONSIBILITY FOR QUALITY, FIT, OIMENTIONS, OR EQUAL AND SHALL BE IN ACCORDANCE WITH THE FOLLOWING ALLOWABLE DESIGN THE REQUIREMENTS OF THE STATE CODE AND GENERALLY ACCEPTED STANDARDS. F.GR. FINISHED GRADE J GIVING OF OR THE FAILURE TO GIVE DIRECTION OR INSTRUCTIONS BY THE MEANS, SEQUENCES, METHODS AND PROCEDURES NOR FOR ERRORS OR OMISSIONS IN STRESSES: F.L. FLOOR JOIST T. TREAD OR TOILET < ARCHITECT, HIS AGENTS OR EMPLOYEES PROVIDED SUCH GIVING OR FAILURE TO THE SHOP DRAVIN65, SAMPLES, OR OTHER SUBMISSIONS. 6 U) ILL PLUMBING AND HEATING YORK TO BE IN STRICT ACCORDANCE WITH STATE FIN. - FINISHED T.C. TOP OF CURB U GIVE 15 THE PRIMARY CAUSE OF THE INJURY DR DAMAGE. - MODULUS OF ELASTICITY = 2.0 X 10.0 PSI S'IILDINB CODE AND ALL LOCAL HEALTH WEPT. REQUIREMENTS, FOUND. FOUNDATION TAG TONGUE A GROOVE H 251 CONTRACTORS OR 9UBCONTBACTOAS WHOSE WORK AND INSTALLATIONS REQUIRE - FLEXURAL STRESS = 2000 PSI FLA. FLOOR T.S. TOP OF SLAB T C1 11) ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR CUTTING, FITTING AND SLEEVES, HANGER INSERTS, BOLTS, ANCHORS, ECT., TO BE BUILT INTO THE WORK - TENSION PARALLEL TO GRAIN = 1850 PSI 131 LECTRICAL WORK. MATERIALS. INSTALLATION METHODS. WIRING METHODS, F.P. FIREPROOF T.P. TOP OF PARAPET Q0 N ='� PATCHING OF HIS WORK THAT MAY BE REQUIRED TO COMPLETE THE WORK OF HIS OF OTHER CONTRACTORS SHALL INSTALL OR PROVIDE THESE ITEMS TO THE - COMPRESSION PERPENDICULAR TO kU FIXTURES SHALL CONFORM TO THE NATIONAL ELECTRIC CODE AND NEW YORK F.P.S.C. FIREPROOF SELF-CLOSING T.O. TRIMMED OPENING Cr N— Y CONTRACT. UNLESS OTHERWISE AGREED UPON IN ADVANCE WITH THE GENERAL APPROPRIATE CONTRACTOR (AS AGREED UPON WITH THE DEVELOPER OR OWNER WHO GRAIN - PARALLEL TO GLUE LINE = 500 PSI SPATE OLDS, CODE. FR. FRAME T.Y. TOP OF WALL W .5 CONTRACTOR. NO CONTRACTOR SHALL ENDANGER ANY WORK OF ANY OTHER WILL SET THESE INTO HIS WORK IN THE LOCATIONS ESTABLISHED BY THE - COMPRESSION PARRALEL TO GRAIN = 2700 PSI FT6. FOOTING TH. THICK Z CONTRACTOR BY EXCAVATING. CUTTING, OR OTHERWISE ALTERING ANY WORK OF ANY CONTRACTOR WHO REQUIRES THESE ITEMS. THESE ITEMS SHALL BE PROVIDED AND - HOR17ONTAL SHEAR PERPENDICULAR 14) FINNEY OUTLETS SHALL NOT BE LOWER TRAM THE TOP OF ANY WINDOW FXD. FIXED TYP TYPICAL W fA0 OTHER CONTRACTOR AND NO CONTRACTOR SHALL DO SO VITHOUT THE PRIOR WRITTEN THEIR LOCATIONS COORDINATED SUFFICIENTLY IN ADVANCE SO AS TO CAUSE NO TO GLUE LINE = 285 PSI VITHIN 15' OR LESS THAN 2' ABOVE ANY COMBUSTIBLE PART OF THE ROOF Z R a CONSENT OF THE OWNER. ANY COSTS CAUSED BY DEFECTIVE OR ILL-TIMED WORK DELAY IN THE PROGRESS OF THE JOB AS A WHOLE. ALL SUCH ITEMS SHALL BE VITHIN 10' B.I. GALVANIZED IRON V.L.T. VINYL COMPOSITION TILE HG 6 SHALL BE BORNE BY THE PARTY RESPONSIBLE THEREFOR INCORPORATED SO THEY WILL MEET THE CORRECT PHYSICAL ELEVATIONS OF FLOORS 15) FIRST FLOOR DESIGNED TO WITHSTAND A LIVE LOAD DF 4DK PER 50. FT., 6L. GLASS OR GLAZED V. VENT cn W F p AT EACH LEVEL. THEY SHALL BE SECURED INTO THE FRAMEVORK FOR CONCRETE SO PLUS A DEAD LOAD OF 154 PER SQ. FT, UPPER FLOORS DESIGNED TO WITHSTAND 15l V1TER MAIN MUST BE 7- AWAY FROM ANY SANITARY DISPOSAL SYSTEM AND 4' SR. GRADE VERT. VERTICAL � -.1pC { 12) EACH CONTRACTOR SHALL BE RESPONSIBLE FOR AND SUSTAIN ALL LOSS OR AS TO MAINTAIN THEIR PROPER LOCATION AND POSITION DURING THE PROCESS OF A LIVE LOAD OF 301 PER SO. FT.. PLUS A DEAD LOAD OF 151 PER SO. FT, DEEP. GYP. BD. 6YPUM BOARD V.I.F. VERIFY IN FIELD A DAMAGE ARISING FROM THE NATURE OF THE WORK TO BE DONE UNDER HIS CONTRACT PLACING CONCRETE AND REMOVAL OF FORMWORK 6ALV. GROUND FAU Z OR FROM ANY UNFORSEEN OR UNUSUAL OBSTRUCTIONS, OR DIFFICULTIES WHICH MAY 16) IN BEARING WALLS OR PARTITIONS, NO STUD IS TO BE CUT MORE THAN 1/3 A61 LL INTERIOR BATHS AND KITCHENS TO HAVE MECHANICAL VENTILATION BY 6.F.I. GROUND FAULT INDICATOR V. WASTE OR VAGUER W O BE ENCOUNTERED IN PROSECUTING SAME. OR FROM THE ACTION OF THE ELEMENTS 261 THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR. NOR HAVE CONTROL OR ITS DEPTH TO RECEIVE PIPING, DUCT OR ELECTRICAL WORK MANS OF FANS AND DUCTS TO THE EXTERIOR. PROVIDE W CFM AIR CHANGE FOR W.C. YATER CLOSET J ¢ )— SUCH AS WATER. HEAT. FROST, OR WIND. IN THE EVENT OF TEMPORARY CHARGE OF CONSTRUCTION MEANS, METHODS, SEQUENCES, OR PROCEDURES OR FOR BITHROOMS AND 150 CFM AIR CHANGE FOR KITCHEN. BATHROOM FANS CONNECTED HT. HEIGHT WD. Vo00 Q m SUSPENSION OF WORK, OR DURING INCLEMENT WEATHER, DA WHENEVER DIRECTED BY SAFETY PRECAUTIONS AND PROGRAMS. ALL CONTRACTORS SHALL BE RESPONSIBLE 17) DOUBLE JOISTS UNDER ALL POSTS AND PARTITIONS PARALLEL TO JOISTS. TO SEPERATE SWITCH AND DUCTED TO EXTERIOR AND KITCHEN CONNECTED TO NOR. HEADER Y.6L. WIRE GLASS U CO THE OWNER, THE GENERAL CONTRACTOR SHALL, AND CAUSE HIS SUBCONTRACTORS TO FOR ADEQUATELY BRACING AND PROTECTING ALL VORK DURING CONSTRUCTION AND AROUND ALL OPENINGS IN FLOORS AND ROOFS. STERATE SWITCH. NOR. HEATER Y.I. WROUGHT IRON Z Q PROTECT HIS AND THEIR WORK AND MATERIALS AGAINST DAMAGE FROM THE AGAINST DAMAGE. BREAKAGE. COLLAPSE, DISTORTION AND MISALIGNMENT H. HIGH OR HEIGHT Y.P. WATERPROOFING H WEATHER, IF, IN THE OPINION OF THE OWNER, ANY WORK OR MATERIALS HAVE ACCORDING TO APPLICABLE CODES, STANDARDS, AND GOOD PRACTICE. 1B) DOUBLE ALL JOISTS UNDER BATHTUB AND HEAVY APPLIANCES. 171 ALL LAUNDRY AND ELECTRICAL EQUIPMENT SHALL BE U.L. APPROVED. H.M. HOLLOV METAL Y.Y.M. WOVEN VICE MESH = _ BEEN DAMAGED OR INJURED BECAUSE OF FAILURE OF A CONTRACTOR OR HIS H.P. HIGH POINT q SUBCONTRACTORS TO SO PROTECT WORK OR MATERIALS, SUCH WORK OR MATERIALS 27) ANYTHING NOT EXPRESSLY SET FORTH IN THE PLANS, BUT WHICH IS 19) WHERE JOIST HANGERS AND OTHER STEEL FRAME CARRIERS ARE INDICATED, 18) Al UNITS TO BE PROVIDED WITH A SINGLE STATION IONIZED SHORE H.CLfi. HUNG CEILING W W Q SHALL BE PROMPTLY REMOVED AND REPLACED BY THE CONTRACTOR RESPONSIBLE. REASONABLY IMPLIED FOR A COMPLETE JOB. SHALL BE FURNISHED AS IF CONTRACTOR SHALL PROVIDE AND UTILIZE THE PROPER SMOOTH SHANK AND/OR ETECTOR LOCATED A5 PER 5EG• R317 IArUmA1106IAL, M.R. RAND RAIL H— H— SPECIFICALLY SHOWN, VITHOUT EXTRA CHARGE, ANNULAR RING NAILS AS RECOMMENDED BY THE HANGER MANUFACTURER. TO INSURE HR. HOW 13) DIMENSIONS GOVERN, 00 NOT SCALE DRAWINGS. ALL CONTRACTORS SHALL RisbIDEAATIAL !ALOE p THE APPROPRIATE SHEAR AND VI7TDPAVAL CAPACITY OF THE FASTENERS. H.Y. HOT WATER - Z VERIFY ALL DIMENSIONS, CONDITIONS. ECM. HEREIN SHOWN ANDTEN ALL 281 THESE ARCHITECT. BEING CREATED SPECIFICALLY FOR THIS PROJECT BY THE H.Y.X. HOT WATEHORIZONTAL NEATER LLJ VATTING. BEFORE ARE TO BE BROUGHT TO THE ARCHITECT'S ATTENTION, IN ARCHITECT. BEING INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF THE 201 PLYWOOD A.M.A. PLOW FOR V.C.T. OR CARPET FINISH TRACE BE GUIDE. AS HURIZ. HEATING, V VATTING. BEFORE COMENCIN6 WITH THE MOAN. ARCHITECT. THEY MAY NOT BE REPRODUCED Y WITHOUT THE EXPRESS WRITTEN PER A. PLYWOOD COMMERCIIL INDUSTRIAL CONSTRUCTION GUIDE. H.Y.A.C. HEATING, VENTILATION. H OZ CONSENT OF THE ARCHITECT. NBA MAY THEY BE USED FOR THE CONSTRUCTION AND ASP CONOITIONIN6 CIO, H 111 ALL MATERIALS SHALL BE NEV, AS CALLED FOR IN THE DRAVIN65. AND BE OF ANY PROJECT OTHER THAN THAT NAMED IN THE TITLE BLOCKS OF THE 211 STOWS ARE TO BE DOUBLED AT THE SIOE9 OF OPENINGS IN EXTERIOR WALLS p[ THE BEST OF THEIR RESPECTIVE KINGS. NO 9WSTITUTION SHALL BE MADE BY OPAVINfiS. AND BEARING PARTITIONS. Z ~ THE CONTRACTOR WITHOUT THE PRIOR WRITTEN APPROVAL OF THE OWNER. FOR PORTIONS OF THE WBRK NOT SHOWN IN DETAIL BUT WHICH ARE SHOWN 221 ALL STUD FRAMING HAVING AN UNSUPPORTED HEIGHT OF MORE THAN 8' SHALL Q c GENERALLY, OR ARE REASONABLY INFERRABLE AS BEING REQUIRED FOR A PROPER HAVE CAT BRIDGING. OR OTHERWISE BE SPACED IN AN APPROVED MANNER AT Cr W AND COMPLETE INSTALLATION, THE MATERIAL, METHODS, AND WORKMANSHIP SHALL INTERVALS NOT EXCEEDING 6'. s W CONFORM. AS A N M TO THE TYPICAL OR REPRESENTATIVE DETAIL Z THROUGHOUT CORRESPONDING PARTS OF THE BUILDING. 23) JOISTS SUPPORTING PARALLEL PARTITIONS, SPACED APART i0 PERMIT THE W O 15) THE ARCHITECT HAS NOT BEEN RETAINED ON THIS PROJECT FOR SUPERVISION TE OF PIPING OR DUCT WORN, ARE TO BE BLOCKED AT MAXIMUM OR THE ADMINISTRATION OF THE EXECUTION OF THE CONTRACTS AND WORK OF THIS INTERVALS 16' ED U INTERRVE VALS ON BEARING PARTITIONS AND 32' INTERVALS ON NON-BEARING PARTITIONS. Q PROJECT. THEREFORE NO REQUEST FROM ANY PARTY FOR INFORMATION REGARDING CLARIFICATION OF OR AMPLIFICATION OF, OR EXPLANATION OF THE DRAWINGS AND 24) BLOCKING SMALL BE INSTALLED FOR ALL MEMBERS IN ACCORDANCE WITH THE DRW'G. NO. OR NOTATIONS. OR REQUEST FOR PERMISSION TO VARY OR DEVIATE FROM THE DETAILS. AND WERE NOT SPECIFICALLY INDICATED SHALL BE INSTALLED WHERE REQUIREMENTS OF THE DRAWINGS OR NOTATIONS WILL BE ENTERTAINED BY THE REQUIRED FOR SUPPORT OF OTHER VORK. INSTALL BROUNOS, NAILING STRIPS AND ARCHITECT UNLESS THEY ARE SET FORTH IN WRITING AND ADDRESSED TO THE BLOCKING NOT MENTIONED IN DETAIL BUT VHICH MAY BE REASONABLY BE INFERRED OWNER. IF THE OWNER REFERS THESE REQUESTS TD THE ARCHITECT. THE AS INCLUDED AND NECESSARY TO PROVIDE COMPLETE FINISHED WORK, ARCHITECT VILL, WITH REASONABLE PROMPTNESS, CONSIDER THE MATTER AND RESPOND IN VRITIN6 TO THE OWNER FOR TRANSMITTAL TO THE PARTY 25) ATTIC AREA TO BE FIAESTOPPED EACH 3.000 SO. FT. OR IOU'-O' Copyright2U0 Reproduction of these plans CONCERNED. THE ARCHITECT DOES NOT, NOR VILL HE. ASSUME ANY DIMENSION. PROVIDE ATTIC ACCESS AND VENTILATION AS REQUIRED in any farm, without the written consent of RESPONSIBILITY WITH REGARD TO THE ABOVE-MENTIONED TYPES OF INQUIRY William I. WRIT is prohibited. Any use of these UNLESS THE ABOVE PROCEDURE I9 FOLLOWED. plans for any purpose, other than that that 1 specifically authorized by William I. Wall is illegal, and may subject the user thereof to the 1 OF payment of full commissions. B Table 3.1 Nailing Schedule reas Joint Conniption Numberaf Nails Nail Speang Table 3.3A Rafter/Ceiling Joist to Top Plate Lateral and Shear Connection Lumber Cantilever Attached to 1-Joist I-Joist Web Stiffener Attachment at Bearing Points DESIGN CRITERIA "ncrdl°A=^'s�x'v .`;'3• Oar KRAMIf;U y; �•*'t• 1" '� Requirements _ Rafter to Top Hue Cros-ndld ¢ ) '(sTab1e3.3A) .. per nRer - (Prescriptive Alternative to Table 3.3) Cemim,Jma to Top Hue (Twe-oald) ome Table 3.3A) poll THESE CONSTRUCTION DOCUMENTS HAVE Celd,jaistmPmlldRaba (Foadoued) tw«Table 37) na,IV 2x- nailed to the side of the joist with Web stiffener attachment BEEN DEVELOPED FOR CONFORMANCE WITH Cafiogloisl Laps over P¢vlined (P.. add) Is Table 37) ndt lap Cull.Tiew Rafter (F.ea ld) (s¢Table 3.4) pa tie Fmmwt Mlle W,ad Speed(mph l wood backer. Bl«ktns m Rafter(Tistasrs 2-ad nth ma Joist blocking to support SECTION R301.2.1 .1 OF THE NEW YORK STATE Ram SendtoRana(Eednowld) 2-16d ¢dtm4 99 of 29 loads from above. BUILDING CODE WHERE BASIC WIND SPEEDS y "�' ' '" Rote,/ aaul3eiant NnmberorgacammanNa,ls EQUAL OR EXCEED110 MILES PER HOUR BY Top Plasm Top Rue (lease-Wald) 2-I6d' per foot CadmA,mst (h) (Tomuled)Regwredm Each Pall.. Tell ativtes,asans (Faseoaild) 4-I6d ,ori-own side S'll want,C,.I,ng,nnt , 1 UnlfDrm 111 ' Studio Rod (Facsharel 2-16d 2Vstra hat .To,Plate Canneclion''- ' I�11, USING THE AMERICAN FOREST AND PAPER N¢da hp Nader(Fat-Wald) ,be 16•'a.a iledr,dge .. ............:+ loads only ASSOCIATION WOOD FRAME CONSTRUCTION Toper Banom PWclo Smd (Est,-vWd7 2-last par and sand A '° 3 Wood gap MANUAL FOR ONE AND TWO FAMILY 3-lad per2arl 8 backer 12h times DWELLINGS, 446d per 2xa amd 0 1 3 i can ever es Hers to Flavrlmar,Ban§tint,Radiose ionlealang (Faavuld) 2-16d" Pa foot - bearing F - length 4- Bon ImR nw-runes T '4m ) il timestenet toss➢,Tap Plae or duster ear¢-nail,) 4ad per,oaa � cantilever eng h Cantilever Nail to joist web from each ENERGY CONVERSATION STATEMENT Bad tolvist (rde-null 2-Bel ¢than, length side per manufacturer's rhadog m lout(rvavmld/ 2-gel nth and \Ptl 6m n�JnIUII Faeps ane¢d m besnbilaated fi-Rdaral nmh P TO THE B Shudder,m sill m Top Hue(Laanald) 3-16d nch bock �° °dung ta"Isa nulled pum0al to ralurs the al then a,b,n the ratter and recommendation. EST OF MY KNOWLEDGE THESE Leslie,stop laB¢m(Fac.willd) 3-16d main lost +:Wnlnhnll uNal er eed me lebulmd numb<r cot suls reyvunl Comer Stud Rolddown CONSTRUCTION DOCUMENTS HAVE BEEN JmadJi lit Jots B. or,) 3-Bd 1,l,�a n,d, en,a nadv,a Nair Ia,hs 11.1rall be ms,aa edmu=halen farnil` O CONFORM TO THE NEW YORK g R ) pal°" ,ag�l<„,taheartigeaeameC,Inppm,eaatamadimea�hw�de+m,anlzst<ndrlor, DEVELOPED T B.gd,aiwt to Joist(End-oast,) 3-,fist pa,ma � Detail - e Studs wick Web stiffener each side B and loin m s al m Top Plac(Tormlld) 2-16d' per too, _ '�°'^P P��' Typical 1-Joist Cantilever Supporting Uniform Loads Blocking STATE ENERGY CONSERVATION RCI trir*II0 CONSTRUCTION CODES. SEE ATTACHED summed PmdS - ea b¢Table 3 a) ENERGY WORK SHEET. Disposal Boad Sheawng Table 3.7 Rafter/Ceiling Joist Heel Joint Connection Requirements for UNIFORM LOAD CANTILEVER DETAIL I"a6"or I"a8" 2-8d press uppon ' rI' l"x,0"or wader 3Jfd per suppon 20 psf Roof Live Load Joist cantilever must be enclosed to provide protection from the weather. Blocking at 24"ale. W GEILII.IU SHEhTHINy '1 " WILldoeux LIAM J. WbLL, R.A. Gypstm Wilmaad 5d.1. T'Will/10"field r r \ ALL s EAT111eIG o Rvol Spm, lhl Roots ((eel $Itlewall SwauM Ponds Ba (s¢Table 391 Joist blocking-----.. uniform st V��I DW�' �� DATE: I{• {=0� Ftberbusd Panels r�uhbedthumberbl 20 '_8 V+ 12 '_0 ?S lb loads oral 7/16" 6d 3"dge/6"first 75132" gel 3"dgel6'fieN RMcr, Rafter Raq lfid Rcgmred Capam,y of Heel leantSlope Spasm; 'anmon Nulls pact FleeNraul Conncnion(lW' NOlddtwn 2-1$d Ca Pal Sphm'-'•' 51r9P3aJ nand at 10-o.a TABLE R90t.21)) Gypsum Wallboard 5d molm ]"dr,c110"field �Maximun 4' 1402,N CLIMATIC AND GEOGRAPHIC 9E$MN CRITERIA Badboad Ad (s¢Table 39) 12 A 6 S II 3'-0 576 813 1067 1 4 times I Cantilever length Pemcl,droudPmels 1d (w¢Teble 39) f 1-� —�1 g a40" Mnd BI161EGr To DAnd"a us,. .0 Diagota Boyd Shealuog , I. IG 5 3 I 21 ,26 ]GF I119.i 1419 8n 1 come stud GSNOW ! M. air meni 1"x6"or F.A. 2-Bel Per suppon 14 ] II I6 'I 6,0 IIi1 1646 2134 O COMWtsd to LOAD 9wEFAa(ram) GOElK3N ,anp d-P . MaaYd WIgn meet requiredhL�Oaa t"x 10"or srida A 34d PQ support 13 3 5 6 S 240 .R2 617 Soo Provide lateral restraint on tmsfsr slaw _ ME y j FwoR 5HEATHlM(j ,-.,a .a 4 12 16 4 6 8 11 319 ;/; 821 Will Joists compression edge t0 45 PSF C S r _ _7 swath Dimas 14 s 9 c le 480 864 e3, moo prevent buckling r onns ea b"sale 112"field - 12 3 , 1) 19'_ 346 494 6411 r,maerhhml" IW 6"dge/b"fietl ill Ili 1 - J 9 15; 4G0 667 811 Onganil BOad$or Vwlg support „ 4 , 10 13 344 692 988 ['So Joist typically can be cantilevered L4 to 1/4 the adjacent span If I"x6"m r widest 2Ad Pa wi Coiling Bracing Gable Ib1dwN1 1°x)0•ar waer 3-Bel pa anppon „ , , ; ❑, 247 353 ,>] not supporting concentrated loads on the cantilever. N(TE- Nald,sequtrmver,n art bad and wailsh¢WngnulM 6"o .W4d,epan=I Was.If wall shndmg v staid 3"a.nin u the panel edge 71 16 3 4 1 6 182 32S 470 609 SEG 'BUIziu %&Too i9 rm fReA4IGATION5 REGA1'l PI to obuinmrJtershnrapamaes,veiling tyuv®ants krvunurilmanbas shill be doubles,Dramvale maneuors,sud,a a,ereplable, 24 3 ; 7 9 274 494 706 914 G shalbensdmmamdu0ebadpath AL) APPLIGAtl,E IIIST/LL.LAT OAIS OF' IZ W/1 SHIEI.I). 12 3 + , Rl7 274 3.16 load from above H PKK ' When wall Aeathin6+smntnuausavamnnmdmembas,the mbuluednumbao(naar�a116epuwtd'one rdumlm116dnvlPer Q INNUM 3'-O" A7 Alin RG7G EAVESIR Fh, $ VALLL•YS, n 1> s 142 �s 364 m 2x4 Continuous 1, 3 4 b 7 214 is, 548 712 lateral braes at s'o.a Truss or Ceiling Joist _ I? 3 i l 3 so 144 1_06 367 1 L/ Table 3.4 Ridge Tension Strap Connection Requirements = ° _ ; ; 160 Iss 412 2-Sod Nulls cable Ertel True DETEG C( Irl NmLn¢regmr.al Jell be pem+mrduo be¢dimH 2.5`, full are cM1nd+cd l LN -"•,"• Fleel,n,m cnnne"im,.vac naI mgw,erl ,hea the nd m,anppnnd by a laadt+<a,,,w wall.h,:,d<r m trial beam SU NAkp WIRED EttOY.E DLTE(i�K WITH fA'(TE(:Y L'P'LK b(P r. Fulea Mile Winds d(m hl Fmeu Mile W, ds d(m h) Men,n,<rmeduuesuppon Aihu nftsuspmvidd by verncnl vm,eor.hdm,In aloarlb<anng wall hembulmad heel,o,nt Die p n Die P + „annnr<qua,.,nil„I5•n.,llnepem,mdinns,dnadpmpnmmhaurlamerdn<nnnmwnn 0-edNalls H@HwDWIP.EORlY aV15EH5ATO(s(CL'AZ WITH WTr%hYtV+l., V? y Equ,nlent ac,Img pnlwrn,'t,regmred on cuhn8pna It,tt,Imv,wa lop s,h,ab. 90 1W 110 120 90 100 110 120 L,hulatJ M1cel,mm connnunn myun<menv amume m,ling put air Ntanms.tie tocsin,oohs h,uam oM1M1<aum span e© HARD WIRED GARZON MaVXr)6 p[tELTO� WITH tiAT1ERY bP(X. UP - W hen t<,hng lusts air r:atcr tics am lucatd higher,n the ouu space,she mbulabed h«I leant cunn«t,Du regwmmenta a,nll be Roof Pnch Rtvf Span(it) Number of Rd Common Nishim each Required Capacity of Ridge nu,caanl by the hilmvmg Lrtmn Install web stiffeners tight to the bottom side of y end of 1-1/4"20 Tagc Step",• Conv«tmn(p10,+'•' Calms lleyln/Raul ltidge Neigh, Fired Jom,Cinm+.vmt Adp¢wem g SitCooler Nails at 10-e.e. CONS WOTION L-E EQO Famrs the top flange when required by load. 3 12 12 2 3 4 4 237 312 394 484 (refer to manufacturer's recommendations.) 2'k4"Block Walled to soon 16 3 4 5 6 316 416 525 645 ;/6 600 braes with4-10dnalle Ea41SiIrJQ LONS(RUG710f..1 TO 'REf1Alnl 20 4 5 6 7 395 519 657 807 415 ,00 2A 4 5 7 8 475 623 788 961 311 400 gypsum Boo NgW CONhYRUGTIr71V A5 IN9IGAT�17 28 s 6 8 - 554 727 919 1129 113 S on \ LL Cn 32 5 7 - - 633 831 I050 1291 /'_ L00 200age$trap - - � f�ej-jlNy LOPISTRULTIONTD �`y R8ri0vED $d Cooler Neils at 7"o.e. — 36 6 8 - - 712 931 1182 145] 1/3 1 ;p 10-ed Nails 1/4 1 33 412 I2 2 2 3 3 189 247 312 382 1/5 12.i 16 2 3 4 4 252 330 416 510 1/6 10 Endwall $Soda 20 3 4 5 5 315 412 520 637 /10 III Cj J. i 24 3 4 5 6 171 414 123 765 28 4 5 6 7 441 577 727' 892 4'r n)u. vEui ?HRU RDDP, 9Lun8ER TO PRNIvE 31 4 6 7 B 566 742 '35 1020 147 r 36 � 5 6 B - 566 742 935 1147 � ii A�{r r1m5 H11.��1 (AwA'r`rj Aci 'C(�iG(a(7' BBi'i I � �''I �; T -L` Trade-Off Worksheet Enlareement en F8ATHI T RASTER 6A1N V 1,12 13 2 2 2 3 145 190 240 295 u1 InternationaP Energy Conservation Cotle (IECC) PemineI�16 2 2 3 4 193 253 320 393 z I RQ"i'F RA�1ER5 IIO ()��G. 1 -=a•D20 2 3 4 4 241 317 4a0 491 , -U- - 4- - - - - - - - - None WILLIAM T, v/ALL, R•A, D72a 3 l a 5 289 3A0 480 589 , u . , ,7 T s OebOF 2° Zr 2" 12 2 2'J 2' Z 2" CEILING 1015(S a ly" 1 Austrian 1;3 grNKIOL05 R0. Ca LE l 6mr L1'•f 'I S i I I 28 3 4 5 7 386 507 560 688 ec F 4'� e� a5 32 4 L s 7 434 570 720 984 I I I I Bulking Add II 'JI(A7 BRIDGE L-AuV t Gb11 Gl{O(quE J-1`( II r37� L J WILLIAM S, WALLI Q,n , 36 4 5 b 7 434 570 720 A84 I Zen-/ II IECC Edition W IG ✓sN LAV LAV WIG 612 12 Z 2 2 3 131 171 216 ..64 'full I T14r5 aJHV-(R Submie.d By ALWAM 4. 1-,AL,R A Phone Number 51(a (o'l1 ' /.170 16 2 2 I 3 175 228 287 352 FIN15H 20 2 3 3 4 218 285 359 4ao � h.00r. I I (2) SMPSpLI "H2+' c>1iaUEGT0R5 O 24 3 3 4 s 262 342 4n 52e ¢ Ib'a 0,0, N p ee ( 1 EKA{ SIDE FuU-ALL Cc 2g 3 4 4 5 JO6 399 503 616 , 1 I yu Zu qu L•bl 1 PROPOSED REQUIRED a 32 3 4 5 6 350 457 575 704 G,O� 2n 3r 1ya 2r,.i2 Zrr r/ G NIL NOL85 l}faolan uk FaKmn Gn be found lnTYbb 7 Wmlph 10. RequU.d LLlegalccen Er,laWdlnTua n. N > N 1 - 36 4 5 6 7 393 514 647 792 �w n 4 4� 1 , V-1AW 10R Callings, s and Floors Over Ou1NMAir 7 12- 12 12 12 1 2 2 123 lad 201 24 C2l11H �, I• ' y -- K�PCH Prr N{UU WALK �� 1''�-�h Skylights, a ra (j�� 2 2 3 C im 213 z67 27 T - -T -� - - -I - - - - - - r- 1 - - i - - - - - -6 - -I Insulation Required `• ' � 2 2 3 3 4 205 266 334 4 9 Description R-Value U-Factor x Area = UA U.FwWr x Area " UA 24 2 3 4 4 246 320 401 490 eL",J9 '�"� Z'r,H9 2".TIg �rr� Zr'..al�, ,Ir+ Z•� ,L„ _ Z •�• CeYlrp 0n6 fb22) or 3 . 38 .gab tip Q u' 28 3 3 4 5 287 J73 dfi8 572 'a Y ll 3 4 5 6 287 373 468 572 I U1V LAV I 51 rr�n1LG .O 1Oarale&Air e 36 3 4 5 6 369 479 602 736 FIXIIg L( W C W C. YFVJH AI'2 - 16+7 FLOCK TU0 I I DW W 1�VTAKE 8" r11L1• Skylight fez Tabulated inner«aan mquiremcnu she bawd on mitt uphh minus 2/l of the roof assembly der,load(W x 10 pep I I A$V• G A r W head the mhulaed number of ruls mqusrd in mach and of'he wimp v equal to 1 and the 0adem,Ise rtuchd m a«ordma a pa C72JSDE 31MP50AI "EFTA LONNrLTOP. t' ; 3yh ItA � wnh Tindal 1, thendgsswPmd dditona nailing tsnotrequrmd CIO � 3' lye 11 I " u +( Zup FIeeR 1015T5 elf" - ¢ I/d' D,G, CNlinga:TOW Mee a ' W hen a m llu ties used m lieu of a not gezwp,lh a number o f IOil man mo n nails requhd to each end o f lh a culler tie need 2J IT 2� 4r z 2 ?' � G'�' asp no,carried the tab ul wed numb of Ad stills in a st«i ill ¢ r Mi ` ' Tabuhncdmn n«ban¢quvmnens tic budonal2"ndgeswpsPum6for dt Hamm ndge svapspacmgs,mulnPlytM1c q„ TII want, Windows, and Doors p a Y tobulued valusaby the a,propriate mulnpher below IRM1e number ofna,lsmnch end ofeach ndr,e Wrap uc¢ds 8,sp«iil I IIsulWon _ mm�mn hardware is tegwred 1-- - _ 2rr _ Required ' oT abulued length regwmmmts aasumc a mean mof heir,M of 33 f«t For inns mof nagbts of IS[ea or less.Ne Sabots, - - Greenlander, R. u l}F Y y� inn 4a Z,I LAU'UOQ wall �Ez15T " x a P- ' s �� values shall be permntedto be multiplied by 0,80. `-p `f wmaw 4 (- ,PA Ig74 m BB,4 ,06 ciBS, 164,4 pry�, Doser - B 20 is cing (P p Ridge SnV Spa Din) 12 16 19.2 24 48 7z I DIUK FIRST r+�^�^ Sndtn Glen Doer — Z D fp 14, , _ FIN bN L0 133 1.b0 zed 6.00 ( ) f ' WAU Z 0 Mwuphar 3ASX ( -T G 0 �v - - IHP=oN " HOZA" LDNUECfOR rs MECHANICAL ELECTRICAL AND PLUMBING Q 4s" 0.0• Wails Taal Neu Z a54 1. COMPLIANCE STATEMENT 3'I �8° d ANL hP BaT E 48" o G, 1'T F1uR 7oI51S @ I(o° Floors and Foundations 3 THE MECHANICAL CONTRACTORS SHALL 9r RIn Required 14 VERIFY THAT THE EXISTING HEATING, T trmulNm lmulaus u-Faalu« Area uFFackerr Magee tc PLUMBING AND ELECTRICAL SYSTEMS ARE - C412AOE DeaaFkn Oap R-hw F-Fuck x PedmMer . UA FF • PadmeW UA 4" GA5` IRdla POIAte, FloorOwrUncondtiorad 0 .033 170 a 51t2 r0* 176M in 3 ug CAPABLE OF HANDLING THE IMPOSED LOADS 1¢AP k KftH AIR IUTPKf, TO A' KONED Baeemeetwtll rIS 1 070 4 0 tie I 490 Is 5"?, OF THIS ADDITIONIRENOVATION OR PROVIDE 5AUITK2 $� cjrtrl tin aafad I In In IIIT ALL REQUIRED UPGRADES TO ALL SYSTEMS cEu AR wand sae n fle IN ORDER TO MEET COMPLIANCE WITH THE PLUMBING RISER (SCHEMATIC DIAGRAM) cans In. fs FOLLOWING RESIDENTIAL BUILDING CODE NOT TO SCALE N bei 'llripm WOW I 0(p(P 1 7. 7. I 7B B6. _ rowrenewed B TOW a� ReEUA VA1 STANDARDS: NOTES.CHAPTERS 12-24 FOR MECHANICAL SYSTEMS 11 - PITCH ALL HORIZONTAL WASTE LINES IIS%"/1'-D' MIN, TOHOUSETRAP. TOW Pmparl W moat be 4a than a pwl to me Total Raqurae UA CHAPTERS 33-42 FOR ELECTRICAL SYSTEMS -ALL NEW PLUMBING WORK SHALL CONFORM TO ALL CODES g ORDINANCES HAVING JURISDICTION - - 9 alcoWOMfft The prMONd bWlangdWgn nprsesnand n Maae eonarane a lxlnaaem ltlmthaetaMnCHAPTERS 25-32 FOR PLUMBING SYSTEMS 7YPIGAL, EXTEP,IOR `HALL IANNCG fI�NS walotteareaLvlarona eebmmedwMelap- RappllcWn The proposed eundYtpltr been deelgned tom t to regw mail an aof � a'Intamatlotl Energy aMsendson Code b,OWILLIAM J. WALLR.A. WILLIAM J. WALL,R.A.P:C. ID'orrst _ OUTLOOK RAFTER NOTE NOT - STRUCTURAL NOTES : �I FIENCM _ V 5Et FRAMING PLANS. All ROOF RAPIERS AT EACH ALL ROOF RAFTERS MUST ALIGN OIRECRY OVER THE SIDE OF RIDGE MUST ALIGN EXTERIOR WALL SND BELOfVCONGRETEMI)FXCAVATION: DIRECTLY WITH THE ROOF ____ _ _ ROOF RAFTER. SEE FRAMING IA- ALL FOOTINGS ID REST GN' UNOLSNRBEG SOIL WI1H A MIiYiMUM ALi0Wa8LE SGiI PRESSURE GF 2 TONS FER 50 Fi.EFlRESTOPPING: PLANS. TYPICALRAFTER ON 1Hf OPPOSl1f SJDE p AND SHALL HAV£ A MINIMUM COVER OF 3'-0" UNLESS NOTED OTHERWISE AND /OR PER COCAC CAWSINSTALL 2X SOLID WOODOF THE RIDGE (TYPICAL) 2A- ASSUMED SOIL TO BE SAND OR GRAVEL WITH MINIMUM TRACES OF DRY CLAYBLOCKING BETY,EEN EACH ROOF RAFTERS SEE FRAMING 3A- ALL CONCRETE TO BE 3,000 P.SL STONE CONCRETE AT 2B DAYS.OUTLOOK RAFTER LOCATE - - - COLIAR RE. SEE FRAMING PLANS 4A- FOOINGS TO BE CENTERED UNDER COLUMNS ABOVE, UNLESS OTHERWISE NOTED IN DOCUMENTS. DIRECTLY OVER THE TOP COIL STRAPRlOGE TIES: PLANS. 5A- DO NOT RACK FILL AGAINST FOUNDA RON WALLS UNLESS THEY ARE PROPERLY BRACER !NTH FLOOR STUCTURE, PLATES ANO MATCH OCPRI OF SECURE ROOF RAFTERS TGOU R OOK RAFTER. EACH OTHER AT EACH SIDE OF - TEMPORARY SHORING ANG / Ok BALANCE Fru. SECURE COLLAR TIE TOHURRRICANE TIE:�-- RIDE WITH 1_!;42QT-I/4" X M78 112" DIA THRU BOL IS SECURE R.R. TO TOP PLATE RDUGHFRWINGANDSTEEHURRDANF TIE.' i ��COIL TRAP' A' WITH NUT & WASHER. (1 AND EXTERIOR WALL STUD WITH IB- WHERE EXISTING WALLS ARE REMOVED OR NEW OPENINGS ARE CALLED FOR, PRIOR TO THE REMOVAL OF EXIS71NC WALLS j MFTR'O BY SIMPSON HURRICANE TIE i H2 0 16"SECURE R.R. TO TOP PLATE MINIMUM EACH JOIST). CEILING BEAMS, RGGF RAFTERS, ETC. CONTRACTOR SHAIi BRACE thiSTING STRUCTURE AS ktOUIRED UNTii NEW' HEADER AS STRONG RE. INSTALi Ai EACH SPECIFIED I,S INSTAIIFO. AND EXTERIOR WAIL STUD WTI1 � DC. MAX. AS MFiR'D BY HAI TER 0 16" O.L'. MAX. IMIH SEE HURRICANE TIE AT ROOF SIMPSON STRONG-TIE. SECURE HURRICANE TIE I H2 0 16" 26- ALL STRUCTURAL STEEL TO BE A-36 Fs = 22,000 F.Sii LESSER OF 0 C MAX. AS MFTR'D BY (J) 8d COMMON NAILS IN EACH 12' RAFTER TO TOP PCA III DETAIL WITH FASTENERS PER MFTR'E 38- ALL STEEL FLITCH PEA FES TO BE THROUGH BOLTED II1N 5/8' DIA STEEL BOLTS AT 12" O.0 STAGGER BOLTS FROM FOP /2 OR 24" SIMPSON .STRONG-TIE SECURE �� ENO. \, SPEf.S. TO BOTTOM AND 2 ROLTS OVER EACH OTHER AT ENDS. IVITH FASTENERS PER MFTR'S _ __ _-�� \ 4R- DESIGN IDADS ; SPECS. FOR R.R. SEE FRAMING PLANS NOTE Z-ZX4 TOP PLATFS. (UNLESS FiRsl hoof?hoof? 4D 1HS /SO FT I vF IDAD COLLAR DES ARE RFO1/JR£D 10 NOTED OTHERWISE) SECOND FLOOR 30 LBS %SO. FT LIVE LOAD / BE SECURED TO F.R. WITH OPTIONAL' THROUGH Rol IS IF THIS SLOPED FI OR 20 IRS. ISO. FT IPAE LOAD _ LIEU OF META! RIDGE DIMENSION IS 12 INCHES OR EXTERIOR WALL STUD LOCATE FLAT ROOF 30 LBS. / S0. R. !IVE LOAD IN- STRAPS I� GREATER. \ DIRECTLY UNDER EACH ROOF FLAT RODE 50 LBS. / SOT FT. LIVE LOAD 2A4 COLLAR TIES SECURED TO RAFTER 0 SPACING SPECIFIED 58- DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO SAME & AROUND ALL OPENINGS, RAKED OVERHANG OUTLOOKER EACH ROOF RAFTER 0 16" D.0 COLLAR TIE TO R.R. CONNECTION WHEN ROOF RAFTER TO TOP ON FRAMING PLAN5. 5B- NSTALI BRIDGING IN ALE FLOORS AND FLAT ROOF JOISTS, CEILING JOISTS & BEAMS LfliERC THE NOMJNAL DEPTH TO TO GABLE END WALL TENSION STRAP @ RIDGE MAXIMUM CEILING JOISTS ARE OMITTED PLATE& EXTERIOR WALL BRIIDCINGS RATIO OF THE SOLID BLOCKINGJ2 XTS EXCEED DEPTH OF6MEMBERING ORS IBALL BE GAUGENSTALLED @ 8 FEET D.C.METAL CROSS BRIDGING. MAX. & SHALL BE 1' X 3" CROSS 7B- ALL HEADERS TO BE 2-2 X 8 UNLESS NOTED OTHERWISE. DETAIL g DETAIL 8 DETAIL D AiL FOR CONTRACTOR 70 PROVIDE ANY EJOB. ART' SHORING, UNDERPINNING AND / OR TEMPORARY STRUCTURAL WORK REQUIRED 1 FOR THE ADEQUATE EXECUTION OF THE JOB. 98- JOISTS ARE TO BE CONNECTED TO ALL FLUSH GIRDERS, BEAMS AND HEADERS WITH METAL SEATED JOIST HANGERS / SCALE: 1 =1 -O SCALE: 1 =1 -O SCALE.' 1 =1 -O SCALE; 1 = 1 -0 CONNECTORS .AS MANUFACTURED BY SIMPSON S R 4YG-PE (WWWSTRLWCRE.CCW.) TYPICAL 4? FLUSH ORDER TO ORDER CONDITIONS ALSO. HOLDOWNHO: 109- ALL WOOD HE40ERS TO BEAR ON 2-?Ya WOOL) POSTS MINIMUM ALL WOOD BEAMS AND CJROFRS TO BEAR ON 3-2Y4 _— NOTE. SECURE EXTERIOR WALL STUD WOOD POSTS MINIMUM. UNLESS NOTED OTHERWISE. ALI SSTUOS AT 2ND FLOOR TO SILL PLATE WITH d H05A t1R- !TIMBER TO BE HFM FIR 11 OR HEIFER, T=g,50 FnR it F=860 TOR 11. L= 1.5 top pl, E= L,f FOR p1 HIGHER RIDGE. SEE FRAMING PLANS EXTERIOR WALL MUST ALIGN R THE STUDSr AS MFTR'D BY SIMPSON STRESS LUMBER SUCH AS DAR, SY., PINE, ETC. MAY BE SUBSHUTED FOR HEM FIR. NO Sr'F LUMBER MAY BE USED EXCEPT IRECTLYFOVER EXTERIOR WALL STRONG- TIE. INSTALL WITH FOR SNE, PLATES AND SI7pS - DIMENSIONAL WOOD OR MICRO 518 HIP RAFTER. SEC FRAMING LAM BEAM. SEE FRAMING BELOW. (TYPICAL) FOLLOWA. ANCHOR ROTS T. M/CRLWMiLtM4BER I PLANS. PLANS. _ FOLLOW MION. SPECS FOR INSTALLATION. IC- ALL CLUE LAMINATED VENEER BEAMS AND GIRDERS TO HAVE A (2.0E) VALUE AS MANUFACTURED BY GEORGIA-PACIFIC. CEILING OR FLOOR JOISTS SEE COIL STRAP 77E& O (WWWGP COY.SI o o i- - - - - -- - - --CNDWALL. SKEWATRF tl4MNGERS, +I FRAMING PLANS (TO.2ND LOORI— \ AI ISE EXTERIOR EXTEVALERIOR, IOR,STUD AT 1ST FLOOR TO EXTERIOR, ROOFFRAMLNG: SECURE HIRE RAFTER TO IIII �� • ; ° !' ___ CORNER STUD CONNEC IEO ip ADJOINING RIDGE WIIH " U' "\ WALL STUDS AI 2N0 FLOOR TRANSFER SHEAR. ID- ALL ROOF RAFTERS TO ALIGN WIM ROOF RAFTERS ON OPPOSITE SIDE OF RIDGE, VALLEY AND HIP REAMS/RAFTERS. OD BEAMHANGER' WITH d C520-1-I 4 X 20 O NOT SPACE RAFTERS MORE THAN NOTED. IF RE:WIP.EO ADD ADDITIONAL RAFTERS, SKEIVABLC HANGER I LSSU II II 'e TRA I i1 m SECURE JOISTS TO GIRDER OR GAU,F COILSTRAP AS M b 2-16d COMMON NAILS AT 6' 10-- CONNECT ALL RIDGE, VALLEY AND HIP RAFTERS TO EACH OTHER WITH METAL CONNECTORS A5 MANUFACTURED B}' • IHANCER SIZE TO MATCH i! III 'n' O O O.C. 5' r r S I HEADER WITH JOIST BANDER // BY SIMPSON STRONG-TIE. � LAP..C". IRONC RE IkM"!!SIRCNCRE.CC"!�. OFPTH AND WIDTH OF IITMRFR) ! ''i GLT OR d HGLT BEAM HANER INSTALL AT EACH STUD D ITT" AS b:F IR'D Be SIMPSON II �I'I AS MFTR'D. BY SIMPSON BLOCKING 014' O.0 ALLOWS FORADOCTIONALNOTES: O.C. MAX WITH (3) 8d S IRONG-RC SECURE WL TH ^i' � ACCESS TO H0.'DUOWN SARONG'- ILL. INSTALL PLR COMMON NAILS IN EACH END. 9 SEE HURRICANE AND SEISMIC DETAIL URA WING. FASTEfJCRS PER M`TRS SPECS � TAAFTR'S SPECS. (DEPTH AND � O INSTALLATION. BEAM HANGER TO MATCH THAT OF JOISTS). TYPICAL MICRO LAM GiRDER DETAIL: SCALE' I•-V-0• I?• 12' /2' 12. TYPICAL TYPICAL TYPICAL TYPICAL - HIP RAFTER CONNECTION TO - - CORNER STUD ADJOINING RIDGE RAFTER JOISTS TO FLUSH WOOD OR MICRO LAM GiRDER OR HEADER FLOOR TO FLOOR CONNECTION HOLD DOWN PLAN MEW —� __-- - - -- DETAIL 6 DETAIL g DETAIL 12 DETAIL , � _- 2 SCALE: 1"=1 ' 0" SCALE: 1 "= 1 '-0" SCALE: I =1'- 0" SCALE: i COIL STRAP TIES: ELEVATIONI ROOF RAFTERS SEE FRAMING NOTE SECURE EXTERIOR WALL STUD f - PLANS, ALL ZND FLOOR JOISTS MUST TO RIM JOIST AND SILI PLATE H.S.STEEL BOLTS MEM1I ALIGN DIRECTLY OVER THE WITH H C520 1-1 4" X 2 5/8" DIA STEEL BOLTS 0 12' O.0 FRAMN'IC PLANS FOR .� J HURRRICANE TIE: EXTERIOR WALL STUD BELOW - - - SIZE S SJl SECURE R.R. TO OF GIRDER (TYPICAL) CAUGF COIL STRAPS AS MFTR'D END AT AND 2" T FROM EACH .�-- _ __ ____ DO 1STFLIXIRJ BY SIMPSON STRONG-III. END AT TOP AND BOTTOM.AFI HIP RAFIFR SFF FRAMA'6' / F W1TH HURRIC AE TTE d Hf A INSTALL AI EACH STUD 0 16"PLANS 16' OX' MA.X AS MFTR'D BY 0C. MAX. WITH (4) Bd METAL JOIST HANGERSSIMPSON STRONG TIC SECURE COMMON NAZI S AT 5N05 3) SECURE ALLMEMBERS TO GMERFAITH FASTENERS PEP MFTR'S FAIT SERAPES: ( WITH METAL JOIST HANGERS. SEEHIPCORERPLATE' SECURE fXlCRIOR IIACC STUD Bd AT RIM JOIST AND (3f Bd SPECS AT SILL PLATE. HURRICANE DETAILSSECURE HIPS RAFTER TO TOP i0 RIM NOX WIIH N CS70 --PLAIL AI CORNER Of WAIL BEARING PLATE' 1 J4• X 20 CAUGF COIL SECTIONINTH HIPARNfR PLATE d HCP ! SCCURF 7RCA TCD ROD IG TOP _ __ .STRAPS AS MFTRb BY(SPF ID MATCH WORN OF OF GIRDER MTf HEARING SIMPSON STRONG -TIE. INSTALL TYPICALATEXISTINGFNOTNWILLIAM J WhL1 RA LUMBER) AS III TR'D BY PJATE -6- 0 EACH COL'J61N AS AT EACH SND 0 76. D.0 _ _SIMPSON STRONG- ILL. SECURE MFFR'D BY SIMPSON — IN6fl.VJTH IACIUNERS PER MFTR'S }� i STRONG-TIE. SECURE WITH MAX.MAP WITH (4f BIT COMMON SECURE FLOOR HIGH WIND ANALYSIS : Q N NAILS RJ CALM CND. SECURE AODR JOIST TO FACE p, U J p �7 S°fG5 FASTENFRS PFR MF7R'S SPECS. OF EXISTING FOUNDATION WAIT S O 47)H TYPIST STRAP I FJA AS MISCELLANEOUS PROJECT DATA \ WOOD GLRULR SEE TRAMING JOISTHANGER z z N �— SECURE FLOOR JOIST TO RIM MFTRb BY SIMPSON "� PLANS. STRONG-TIE 0 J2" O.C. MAX4 Z �i r BOX MOTH JLU51 HANCEH�' _- p a t p 1-2X4 70P PLATES (LINTS FSS LUS28 FOR FJ. OR A' fWM FASTENERS AS PER COCA TNON: W U NOTED OINERMSE). DECORATIVE LOAD BEARING LUS210,FOR.2910 F.J. 0 15' MI SPECS. I l91ND ZONE: 5a PWq, q•7 F'� awAflAt W d CC 2 Q II -- _-- COLUMNS. SEE EXTERIOR — TYPM.AL T FTBTTN. WALL- EXPOSURE: S1Phau r,RI%%IA � � O.C. MAX. IR MFTR'D BY ___ � I � ELEVATIONS. INSTALL ANCF/L BIXTS MEAN ROOF HEIGHT. SIMPSON SIRgNC-Rf. SECURE SEE OUNh DAnON PLAN FOR ROOF SPAN: WITH FASTENERS PER MFTR'S HIP RAFTER CORNER PLATE HOLLOWGOLUMNUPIIFr SPECS ANCHOR BOLT SIZE AND CrSIGMFO ACCORDING WITH. WOOOFlUMECONSILUCnONMANUAL CONNECTORS: TOLD DOWN DETAIL @ FNDTN. WALL SPACING. FOR 1II2STORYOWELUNG9 CONNECTION SECURE 5/8' DIA TREADrD I'`— -- ROD FROM TOP OF WOOD CHAPTERSRFBCRIPTIVEOESIGN HEADER COLIN THROUGH (L0.IND FLOOR) DETAIL ROOF RAFTER/TRUSS TO TOP PLATE CONNECTION iQ 3 DETAIL _�� CENTER OF COLUMN INTO 13 (PM30"VEDE�Q4) POURED CONCRETE PIER PER FTO OECAI —-+�- - MFTR'S SPECS AS MFTR'G BY j jr SCALE: I = 1 _0 UPI = 3361 PER TA HI F 34 (SFF DETAIL 1J FOR CONNECTION REQUIREMENTS) QK Z SIMPSON STRONG,-P!. b - COIL STRAP TO. LATERAL & SHEAR PER TABLE 34A (PROVIDE (3) #Bd COMMON NAILS 0 (+ SECURE EXTERIOR WALL STUD EACH RR & CJ CONNECOON TO TOP PLATES (TOE-NAILED) P COIL STRAP IEB TO SILL PLATE YA FIT �CSZD Q 5FCURF FXTFRIOR 19AI1 STOO - SOLIOFIRCSTOPPING: HOEDOWN HO LAL4" X 10 GAUGE C011 a - --- TO MICRO LAM GIRDER WTH 1 ,I I� STRAPS AS MFTRb BY CS20 1 In- _x 20 GA rC OII INSTALL 2X 4V000 SECURE EXTERIOR WALL STUD BLOCKING' BE EVIECi1'CCN TACIT FJ. TO SILL PLATE YAIH �' NOSA SIMPSON STRONG-RE INSTALL J STRAPS AS Afl TRD BY LOCATF DIRLCFLY OVtR THI AS Mf IRb BY SIMP5ON • _ AT EACH STUD 0 16" DO In WALL TO WALL CONNECTION a 5IBP.SON STRONG- III, INSTAL: ! TOP PIA TF.5 AND MA ICH STRONG-TIC INSTALL AT EACH • MAX. WITH (6) BIT COMMON W II AI LACI! SIUD 0 16' 0C. DEPTH OF FLOOR JOISTS ,5/R" DIA. ANCHOR BOLL NAILS AI STUDS AND (4) 8d (PRESLRIPIIFOESGR) Lu 4 1, MAX (4) Bd COMMON MFTR SPECS FOR UPUF7 276A'S AT SILL PLA IC = PER IA 7 ( +� ),9L F .34 SEE DETAIL FOR CONNECTION REOUTRfMENTS p 11 1:7RI Z IIII COIL STRAP TES IN, INSTRUCTIONSZ W y ` NAILS IN EACH ENO. l IATERTAI h SHFAR PFR TABIF J.5A (PROVIDE (I) ,y16d COMMON NAZI PER STUD TO O ELL SECURE CXTFRI01! I'/AIL GIRD PLATE CONNECTION (SEE DETAII - - It I AT iST FL GDR TO 2ND FLOOF U O Q SOLID FlRESTOPPING TYPIGYATIXISINGFNDIN '7r J06F ABOVE WITH O WALL- Z 2 Q INSTALL 2X SOLID IVOOD I_I/_4_"X_K GAUCc COIL, INSTALL 'A BLOCKING BETWEEN EACH F J BOTTOM PLATE WALL ASSEMBLY TO FOUNDATION CONNECTION '� Q o z =i AS METRO B'i ANCHOR SILL PLATE TO FOP U 2 LOCAII, OINLUR Y UNIOLH IHt 2-2X4 MINIMUM TREATED WOOD - ? SIMPSON 5TRONG-TIE INS HALL, OF EXISTING FOUNDATION WALL (PTESWIVIE DESIGN) � I- � BOTTOM PLAITS AND MATCH PLATES 3 DEP 111 OF FLUOR JOISTS AT EACH STUD 0 16" O.C. \-- WTH 5/B' DIA. DRILLED IN UPLIr'F PER TABLE J 4B (PROVIDE (J) 18d COMMON NAILS 0 EACH 94D OF U -� 4 a - - POUROEO CONCRETE PIER. SLL MAX WI1H (4) 8tl CO!PAON ANCHORS. USE HVA ANCHORING 1-1/4" X 20 GAGE STRAP n. IL r AIK GONDA PON PJ AN NAILS N EAL'H END. SYSTEM AS MFTR'D BY HILTI >_ f(OR VRTH) INC. WITH 5/8" DIA. HAS (SEE DETAIL 18) 1_ NiWISTSTRAP. TWISTSTRAP. .STANDARD ANCHORS AT PER TABLE 3.2E (PROWOE 5/8" LIM ANCHOR BOLTS 0 3'-3' O.C. TE 2A10 ROA4 EXTERIOR WAJ10 0 15" O.C. MAX AS 1-1 EMBEDMENT MINIMUM. WITHIN 8'-0" OF All, CORN6R5 AND .T-9" O.0 AT___— TO AND FLOOR JOISTS AND d L 7 I v 2ND FIGOR JOISTS TO IST SMFrR'OTRONG BY . SECURE FOLLOW A!FTR'S RfgUIREMENTS ALL INTERIOR ZONE LOCATIONS FLOOR EXTERIOR IVALL WIT11 1 STRONG- RE. SECURE WITH J 7517 0 16' OC MAX A.5 FA57FNf-R5' PER MFTR'S SPECS SEC FOUNOLT S PLAN FOR 2ND FLOOR MFTR'O BY SIMPSON ANCHOR BOLT SPACING, LATERAL & SHEAR PER TABLE J2A THE ANCHOR BOLT SPACING PER THIS U TABLE IS SETBACK FROND-PF SECURE Will PORCH ROOF TO PIER CONNECTION STRAPPING DETAIL @ CANTILEVER HOLD DOWN DETAIL @ FNDTN. WALL LARGER THEN TABLE 3.2E RPDTA R UPLIFT. HERrFoer,FASIFNFRS FIR MFIR'S SPFc.S. F`OLLOI'1 THE SPACING REQUIRED FOR UPLIFT4 DETAIL DETAIL 1ODETAIL 14 DETAIL OVERT NRNNING PER TABLE 3.17F HOEDOWN CAPACITY iO BE 348B1 PER STORY (SEE DETAIL 18)SCALL: 1 "=1 -0" SCALL: 1 =1 -0 SCALE: 1 =1 '-0" SCALE: 1 '=1 '-0° a W(On sTRWI- WAL, FAMtUS; �M AU, WIKID9WS Ab AU, WWWW6 SHALT 6E .61sf O WITH 7/IG" kI VZPP PA40 Wm" it nAXIMUr1 SPAU of 5'-0': AU ?Am EIh SHALL U EquifrW wITH HETAI.HAM69IZ6 a coWf, T,WL6 0$f2VAlJ O To R9515T LOAD5 A5 WN/AT6P IU wroo FRAME CO"5TIZV44OU KAWAu I&'Oq,&.S 54=0" Aa(AGHt1aFT5 S*00. 0E AS 9,klo IQ TA8Lf IbfLVW, ' ALL Yowmv t*iLm;R5 tt WINDOWS 5HAu. AW c,*05FOWiA)( t WOM15keD K,M-11kt5 qp�4" j3=g" Fog IDEt)T1�lGATIOIJ 9uRPp5Fh , THFhI� 5HWE95 5AAU. ff, S50aQ Otl 51Te, PDP. 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Po, DIRECT Y aBovD WILES vo GNAur�E = N NEW 2*4elo" w�R15 mN PPIuTIDAA >F KA �( FV6WR Iu-LAY10A1 ,� Abw� 3ARRIELY vnPaR PRDn w SCALE - t/¢' ' {=0" �y Ex15T IOo A 1P 7HRN PoltQ 12"oc, u01F5 O 5u8 PANE z) y2"+9"SYL,FurcH REFER 10 TYPICAL D6TAih, DwU• A-I, FOP E%TERIoR ouuEctlou5 b 99LarEeTD �ctST, `?� BE1wEF�-I P.coFS, wal.ah,�EcKs, f� FDuuloAtirouh * i� It (3)2Ala 3�2*l0 (3)2•l0� � (3)2*10 S (3)?�fo (3) z*Io a FK6, oRP'o, 6.ANCN �Vm es. �FNfc`I� LAwY (oLunuS w Y ¢ errlio t © ti wluHAr1 �,v4h R•A, till 7z•RU t'I-AY65 crJ P.)colG )c T so SASENE6IT (GO111J07 \I IFIEiJ L'�`I (OUYRlnC7Df: o1L CIO I•IGT, TANK � RGriovE ErK1bi. PAR11110A1 ---� I ' �_ (F,x15t,1 a�-c to mN 1 v 2T 3 n N A ✓cam Exlsi P D. w P ti PROvroE 2.0" w 2r9' A 6( ,S JAI y aRAVEGT oPu'n, i0 uEW cRAnIL SPACE wl WEIy ./A76F LL THE BEST OF THE ARGiiTEC, 5 KNONLED6F, THESE- FtAN5 CONFORM TO AL_ o m N POIA.f(oF ELI7R't wl PLUSH iN5NLAIWD PAu E1' CRAWL m I ASPECTS OF THE RESIDENTIAL BUILDING CODE OF NEW YORK STATE. v, / 3" P.�colw, 5 A8 wER o nIL LL : REr1odE FxlS, P, couG, - FHE DE516N CRITERIA IDENTIFIED ON THESE PLANS 15 AS FOLLOWS: O o PcLY V/�PORPARRIE� N P A1FPRn ¢ S1 5 PRE�gR1U, Exlsi. PND, WAbL r - -- . -- -- -..- - - - --- --- -- - - J¢SET Ira" +TSDAkSG� 16"P,G, - -__1 . . . . . . . . . GR D 5 OW LOAD: 45 �o WIIID SPEED (MPH): . . . . . . . . 120 WRtcAuy lu f,Pb1Y. (z)PLa Ff, SEISMIC, DE516N CATEGORY: . . . . . . . . . SUFFOLK 6 - - - -I aw 6" w. P:(couG. Fup. I WEATHERING: . . . . . . . . . . . . . . . . . . . . . SEVERE g 0 0� . 2+8 1RWAIET LFgsW WAw ou tv, W *0"D, P(cauc, FROST LINE DEPTH: . . . T.B.D. (+/- 42") LAG Et1.1ED 7o Exly Slw %12' d P. cauG, ' Soup,TuBE'' TERMITE; . . . . MODERATE TO NONE �>il (fA7(IUU C 35G�P51 , RM 16T e IV 5tAUpF,R H, PIEz w(6 ffwu AWWF e B' 4" DEt AY: . MODERATE a� ExK1, q'' gR LK o m v a EPBI��,WACH vilm, 55ct7 F.5,1 , I62�"�Au e5" Fpp muA vElrf VI DE516N TEMP.: . . . . . . . . . . . . . . . SUFFOLK It �a LEDUE. Aw RoTg6l 4 90DWN LVE LOADS: . . . . . . . . . . . . . . . . . . . . . . DE516N EXCEEDS MINIMUM 5TANDARD5 SET cu o RFXovED PL'I ( 3) B 2"B (3YZ g YIOM BY TABLE R301.4 FOR MINIMUM UNIFORMLY p� - - - NEW 2=G" 2'a" 2'O' D. P.(4PUG, 015TRIBUTFD LIVE LOADS es GOIf(, Rkn SDISI, 5fz F> IOU e 35oD P.5.1. RWPAIR cr�� E%IS7 R,1C06.Ic. 5LAb A5RWR'D. r USE: LIVE LOAD: 8" e" 7= 7= B" 7=8" 8" L ExlS. oAF-A(Ab 5 a� EXTERIOR BALCONIES 60 -- - oN GPADE PECKS 40 520" PASSENGER VEHICLE 6ARol 50 ATTICS WITHOUT STORAGE 10 ATTIG5 WITH 5TORA6E 20 ROOMS OTHER THAN 5LEEPIN6 40 5LEEPIN6 ROOMS 30 g j �k 5TAIR5_ 40 F �OU �p�710i � GUARDRAILS AND HANDRAIL5 200 ¢ 1 0 ' THE DE516N GALGULATION5 FOR THI5 PROJECT ARE PRE5GRIPTIVE.not 1pRovmEPiVM &94j(ItJViciA5 ■) j7r1E 10F 4 fWAVW0 24gfL1 BEIo,4 -