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Home My WebLink About33407-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY Date: 02/19/08 IIIo: Z-32896 THIS CERTIFIES that the building ADDITION Location of Property: 1610 (HOUSE NO.) County Tax Map 1110. 473889 Section 81 PARADISE POINT RD (STREET) Block 3 SOUTHOLD (HAMLET) Lot 19.4 Subdivision Filed Map 1110. Lot 1110. conforms substantially to the Application for Building Permit heretofore filed in tbis office dated SEPTEMBER 12, 2007 pursuant to which Building Permit IIIo. 33407-Z dated SEPTEMBER 20, 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 PORCH ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to JAMES & BARBARA MILLER (OWNER) of the aforesaid building. N/A SUFFOLK COUNTY DEPARTMEI!lT OF HEALTH APPROVAL 01/09/08 ELECTRICAL CERTIFICATE NO. 120678C N/A PLUMBERS CERTIFICATION DATED Rev. 1/81 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 ~~\~ ~ l&~ APPLICATION FOR CERTIFICATE OF OCCUl'ANCY This application must be filled in hy typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final sw-vey 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 lorm). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Swom 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 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 nses, or bnildings and "pre-existing" 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 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 I. ' 4. Updated Certificate of Occupancy - $50.00 5. Temporary Celiilicate of Occupancy - Residential $15.00, Commercial $15.00 Date. ~-'i;-() ~ i:Ij I 9 0 ~ ----_..~_... New ConstlUction: v __ Old or Pre-existing Building: (check one) , '-~I .J , , S ou/:llIw---.J'iJ../ Hamlet I Location of Properly: ____...J-',/o House No. r A rGA{:'tK )07. Y2 OW Street Owner or Owncrs of Propeliy: __ _T4M0 J. ~..<II<.I1~~ 08/ /h1Ll4~ Suffolk County Tax Map No 1000, Section _____ Block ........QQu..3 Lot 0 I ". 00 ~ Suhdivisioll Filed Map. ___ Lot: _. .__ Applicant:_ !<.l<ci/iJ.6(~ ifuIVJ(~ lIVe... Permit No. 33 YD7 Date of Permit. q -.).0._ <YJ I Health Dept. Approval: __.N; At PlalUling Board Approval: ......!!iA_____. ._. Underwriters Approval: .. C /V<'L-6~ (;'10 Request Cor: Temporary Certificate ___... Final Celiificate: ./.. (check one) Fee Submitted: $ ~.s- - /vUJ-. ~ - ~ Applicant Signature ~_ 1J"9' Ci> t 32So/ ~ 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. 33407 Z Date SEPTEMBER 20, 2007 permission is hereby granted to: JAMES & BARBARA MILLER 538 EDWARDS AVENUE CALVERTON,NY 11933 for : PORCH ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 1610 PARADISE POINT RD SOUTHOLD County Tax Map No. 473889 Section 081 Block 0003 Lot No. 019.004 pursuant to application dated SEPTEMBER 12, 2007 and approved by the Building Inspector to expire on MARCH 20, 2009. Fee $ 200.00 ~ CfL Authorized Signature ORIGINAL Rev. 5/8/02 3, r 0 7;f:; TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] FOUNDATION 2ND [ ] FRAMING I STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRlJCnON [ ] ROUGH PLBG. [ ] INSU~ [~A .~kH [ ] FIRE SAF SPECnON [ ] FIRE RESISTANT PENETRATION ~ ,~ ({) v.( --; ....;1 REMARKS: /:/0<,-. INSPECTOR DATE /' J--h}/{J 7 / 33 ';LO 7i;- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING I STRAPPING [~L [ ] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRlICnON [ ] FIRE RESISTANT PENETRAnON REMARKS:GrJtfPM~ ~/~~L , U-I Ivz . J?:~ - , C' DATE ! )- / J-,.O JO 71NSPECTOR 1/' J 3 'If) 7 ~ TOWN OF SOUTH OLD BUILDING DEPT. 765.1802 INSPECTION ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION ~RAMIN~RAPPlN~ [] FINAL [ ] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRucnON [ ] FIRE RESISTANT PENETRAnON REMARKS: r~ pi- ~~ OJ\O 01(, J;L~1f-1!)7 DATE INSPECTOR ~ ~ 33(jOl /b4ff TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 [~~A~~S~E~]~~~~. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING I STRAPPING [] FINAL [ ] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRucnON [ ] FIRE RESISTANT PENETAAnON REMARKS: ~i7f 8~ ~~ 2 DATE 1(//~fo7 I I INSPECTOR " , . FIELD INSPECTION REPORT DATE I COMMENTS vJ 11ft .3/o,} )" AY-~r./ //.;. /. A _ V.,,/ 1j.J "C ,J;.loJ I j /'\ l '/:/. / S~ FOUNDATION (1ST) '-/ v Cj.,'" ------------------------------------- (I/)o I () ) I!..;.... ,J/' I-Y~ ~~ , / / <If" / ~[:i FOUNDATION (2ND) 2: ~ -0 C' I}--Y D7 VfLJ .J .J- J17J1 h." .- Ai, J /! - ./rY 0 I (} ~.k_ DItf,/ //1'-. J'Y_ rJl V ~ ROUGH FRAMING & ~~ PLUMBING ') . "- ~, -- -. t "'D f-------..-- -.--. 0= ------- -~ . ~loJ INSULATION PERN. y, -- .82"'J STATE ENERGY CODE (' ~ , f'1J,LJ , r- I-b4. ' /'11l A-I L R' ~...J tY..J V ~. ('_-"Ar. /'/Lr r.~. ~/, ,', \ . . j:: '/ 7 ')/ .-'? ~..:,.. ~ . ~ ~ FINAL /.l-h-~ 7 <Lb /. ~ f /I ",]1.,./ '. (' 7'. AJ2.& ' . ..#. --Y- y ,,/ // / / ~ ~ / / ADDITIONAL COMMENTS 2, - . - . {f . ~~ E ~ l) ., IJJloJ . . 1;; ~~ , "'J 0- -Sl0 2: ~ zJ~ _"'J :P; . loJ "C ~ . , NEW YORK S!C 'OEPARTMEMT cJF ENVIRONMENTAL tsE'RVAT70N 'Re!Jul.a;toI1.Y A66a.iJu. unU BU!J. 40, SUNY--Room 219 Stony '/lIwok, NY 17 794 (516) 751-7900 , C..J",,''''' IE wa..q, L 4c. 1)./ G,...}.).l~c/C.. Rd ~;"..,J--'" <XI::, N '" 110 :l./ $./ ::J(;i"i' 1- REI COilS!,,,,, h"'" "C.. f""f"'Sffi clw "/[("(1 0" fAQ. QfJ.)J. )',,111.. ot ~f<l.d"~Q n.pe! SOv.t....leI v 'OWL hII'. W<l,,1 A l1.ev.lw ht.u. been made 06 yoWl. plWPO.lal to: see<:Lb~"t~ Loc.a.tWn: E/s cP- P"'m,/.,,,-I?d "fl'""t."",I"'J 'ir&'o I SO" f ^ o~ ,'k (I\t....~'<->dw\ w;/A p<r~l. /3--yv.S>lhOed Nw yolLk S;ta;te Vepalttme.n..t 06 Env.vwnme.n.tal. CO!t6ll1l.vation ht.u. 60und the -.:/... paltC.el_ pItOjec:t to be <>of.. ~... ...,'0..,../-........ l~ .....c...s.. .. f. 10 t .,,--J-o.tcv... /'he4n SQ,l\ J~V-4/.,. Thllll.e60Jte, no pell/n.U UMIlIl. AJt.;ti..cte 25 rT.i.dal W~) 06 the 'Env.vwnme.n.tal. Co!t6ll1l.vation Law'u' 11.e.q1Wte.d .l.lnc..e the pJtopo.lal'u' beyond S.ta.:te manda.ted juMocU.c.:ti.on pwtlluan.t to .th,U, ac.t. Vell.y :tJud.y 1j0Ull..l, i-II. ~-r: ~,.. ~rt.. Van.ld J. LaItk.ln 'Reg.lonal PeIl/n.U Adrn.i.n.lJ,t/La.tIJJt VJL:'RNT:c..z Wok.; All (..c.;"ivitl"~ ....n(~ cc"sf"....cl-,.~" ft,..... k 6"- ,.1,......1-1.... ICo ~(,1.. a/av,,,/....''J:o<</ c ')1\4<.",. ill a.ccC/'dQ/l(',,- ...,-,,/- D 5 t; S Vtu-hc~1 da./....m.. TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL " SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 , www.northfork.net/Southoldl Examined "A> )U BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? . Board of Health y. 4 sets of Building Plans Planning Board approval t-Survey J PERMIT NO. ?) f61'~ B <for fCheck ." 100 Septlc%rm N'y'S,D,EC. Trustees Contact: Approved Disapproved alc 2007 '- ,20~ Mail to: 5{:x> ,2~ Phone: Expiration /UL I Building Inspector ~--:? :.-\~ Ie \\ I ,.,.,' 1 APPLICATION FOR BUILDING PERMIT SEP IZ,-ZCD7 ( Date ,20_ INSTRUCTIONS :...--a:.. This app1i~atioriMU T be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 ets ';f'plans,,:~.~Quraf' ').. .,scale. Fee according to schedule, .. "at 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 issuance or has not been completed within 18 months from such date, If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICA nON IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for 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, 11. I ~N 04 Js !J'WC'J(.s '''<:.. wiJL-. ~ . (Signature of app cant or nab a corporation) 7'90 S. SUN~st; IIwf MUp.,It:t /'oAf /1113 (Mailing address of applicant) / State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 13 UII...()E"2-. Name of owner ofprernises ~A~ J- lk~_~1Ut /lt1U.€~ (As on the tax roll or latest deed) If applicant is a_corporation, signature of duly authorized officer wlll.lV' /l1"1tJOu.. PIUS (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. .J.iT jbOI ~<I"I!; lIt,p. 3~oS'- F 1. Location ofland on which proposed work will be done: /t-,/o jIJ~,{A,DIJe KJi- t<O. , I House Number Street S aot/'ow Hamlet County Tax Map No. 1000 Section ot/I Subdivision nJ;<:;c.. (Name) Block 63 Filed Map No. +:"~Lot()/q. r ';j"". Lot. . . 2. State existing use and occupancy of premises and intendeci use and occupancy of propooed c~s a. Existing use and occupancy 6N( ~V\ . t.I4 . b. Intended use and occupancy ovf;1(, A 1J 3. Nature of work (check which applicable): New Building V Repair Removal Demolition Addition i/' Other Work Alteration (Description) 4. Estimated Cost ~ '10, ~ I 5. If dwelling, number of dwelling units If garage, number of cars 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. 1 u 7. Dimensions of existing structures, if any: Front qr ~ Height .;t~ Number of Stories d- Dimensions of fame structure with alte~atio~s or additions; Front Rear Depth ". Height Number of Stories Rear Depth 7S:1" 8. Dimensions of entire new construction: Front ] (,-<> Rear 'l '--<i Height ~ Number of Stories ~ Depth ;). '1_ 0 9. Size oflot: Front .131: S"~ Rear J-o<;)... '" Depth /77. </p 10. Date of Purchase Name of Former Owner II. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NO / ]3. Will lot be re-graded? YES_ NO_Will excess fill be removed from premises? YES_NO V 14. Names of Owner ofpremises~J.AAL~t4 y.:u.ell1.. Address f6'64 I"'~ so~ Phone No. 76S- :/33 I Name of Architect :l"~" g"JtJl'lP!.I' Address """~/!~~~"I 4'" PhoneNo $'(.) _ 1307 Name of Contractor ,Q,,,~,~ AII'Lll/!l!.s }I<i<.. Address 1"JO s.~;:::/E 1"'1' Phone No. 716 O~ad- Ii N . ,1113 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.e. 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 olBJFP()L\() /,v ILu,l1-, ~l~ IV bU being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the c..omRAdb'P. (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. Sworn to before me this ,\-\-\., dayof~20~ ~~~OSA\ 1\OJ"\DA~)~~ Notary Public KATHLEEN RIGNOlA Notall' Public, Slate of New llHlI No. 4692061- Suffo~Coun~ Commission fxpires . . - 1 - D, ~~ /JJ1i~" Signa of Applicant e . """?o~ "-l'""- /c'(" ,.. 7/~3-1'7. OWNER ~es + ~rb~%~ 'llU FORMER OWNER TOWN OF SOUTHOLD PROPERJlt RECORD CARD - ,-. Iv! I I . i.- I STREET 7) VILLAGE DIST. SUB. LOT N ~7lec <::e/~' E It-"c I]/> .:5 ACR. ,-1: 2. tl'":~. .1 iI.i/., Ii...' (" . II HLl71.,,/c. C..hu i ~::> E, t~) CtJ:d "1- '.If, CPRr:'/.."h-"e. J{?I'IA It-- SEAS. S W TYPE OF BUILDING /:p,{'//c//$<': .<"T'/<.\/ RES. c/ I () LAND IMP. VL FARM COMM. CB. MICS. TOTAL DATE REMARKS '->-:~ , ...-- v 'f" Mkt. Value " t- \:.. " 0 'f) ~ (~ (: -' '.,.(1 t-, /"P '/1' ,"j e. i. C" -"~.:f jJ,,3> d dv -2:. d- '-f '-j l.ln Tillable FRONTAGE ON WATER FRONTAGE ON ROAD .) r-r- . r _.__ 0 C/_ r I It, J../ :-. .3 c', r-:r -~ ~:-'.":";1 :f,' :.. ") 'J> ~ --.. ....<..::; L. - . c;- :..'~/ :;'''' Woodland House Plot DEPTH BULKHEAD ,Ail , ,', ,,~'J r- 'I Meodowlond Total ,4 ,." )Q n. I · . ." r ~. " 7 '7 ..... ,"" 14', " \ /6 ~., ~I ,1 n If. fl'i 31P' ~ Ir, I.. .,~ I'/. "I .tbl ~, I r, / '9 1- In v , " ,.' .. It. I 1\ ~ ~ r ,It . 5<t '.Ii ~. [: ""~ ~ , --- W4&<r.,/: .{Y- Foundation fI,,-, A, Bld9f-d' : 7 X 3rt - /1/43 72/S"/ Bath <I :xtenos,i,o~~ 1~J(37' 5'12.. ---.. Basement f;u;' ! Floors lOAf!. w/w ',/~ rf , ' If > fa ).- ~pJ I:xt. Walls Interior F in ish ,,/ " :xtenslon /01('2./_ .-2/0 -:?4og' 4;<1 I'1I<.i... ~ "'flC :x}ioP,;;ion JfIO...1 ~ 3'1"1' Fire Place 1- Heat AU; I-I'A'T( ~,., S "f(j 7<1'1'1' 119 SIB' Jt,l' I '1'1-2. .' STY 1- B Z~XI<j ~+37 (05) 3,50 IfoS5 2.( 2)< 9) -,3i, /' 1-7,7 'orch /..:. .:y,J 6" >,1. ~ /::.. .3t;O" Pool Attic 0) ,26- sa G" . leck 10 X UJ = -V{TC; Patio Rooms 1 st Floor /131'7. ~,XU, N....J h'-r::c..1'" ), 0 fl t, tj-. Driveway Rooms 2nd Floor :2.- Ii' 'CYAb Y d- i/Y.2-i( "'- S'7f.. / 12..... - ee17~ R iarage " I-"....'?". :: .j'<!4 Ii!!- -':;',</",.: j ,11; <"- c ~ A A<:- ~ 4~ nJz- ~. IJI ~~ ' 'J (iJ~,~_.:.C/ 81.-3-19.3 3/05 "<!!t;..- ~ , It. tI~9 (0';, . .' ~ -r '77' 7'< ~ i"..,'.' "~:,-r~-~ ,. )."': 3<.l J: , ;>.10 r' , ". 7 '7 .b.. 31 n ".. '0 ,.v I~~ I' '1 ,1- b'i ,1 IY , I; ,,, 'I ", ,!.. 1!'1 " , " .;-t J1 ...,. /9 2./ " ... 2- , ~ r. ~! II. .. lie .w l,.i " I "" .l~ "" ~4t.~ '5 . ~J- ';. 01 ~ , ,~~ M. Bld9: _<"'-C'_:_ " I- F ound at ion Bath , , C) , , ,~xtension /&. I " ,~~-~7 ..~_. - , Basement Floors I , , .~. -'- Extensiion " r , f:xt, Walls u , , '. Interior Finish 'I r Extension ./ " Fire Place / Heat . ;,,-:' , I " '. .. /i r ..;: / I sTY l 23 x jq i! :::<','; f(~- ..J" i 2(:2 9) ! "~.' ~.> 05: \.~.i)D I I -r '" cc 3(, , I :0 t.) .:; Pt"\r.....h 0.........1 ^ ..;.... -;.. 'q ... ~" ,"",~O\l,_'" "'To ", ~'" ~ ~ ~ ~ ~ ~ ~ }f \ \\ 'to, , N/F PETROCELLI ! ; , ij/ /;1 , 6/ A,SPHAiTDRIVE: [JTll POLE A5PHALTDRl'IE ~" POLE OVt/?HEAO WIRES RfMNANCE Of WIRE I'ENCE Gl:NEfW.lY NORTH OF PROP. LINE ~" MCC 681.62'FRO<<PARAOISEPT,f?D \~'~ ;;~: ,m '" "in UTlL POLE ,~, ,~ "",_IVlt:E_",or',coJ-;7 tl""-' 5J7_08'FllO~o~A?rf~ OVERHEAD WIRES FRAMESTRIJCTVRE (OFFSETS TO WALLS). I I I b I I 37,3' .~ N , I I"' I It I:: o 35.2' J2 35.5' ~ " NOTE: SNOW & ICE 24B. ASPHALT ROOF SHINGLES, SHIELD ALL EAVES / 15LB. FELT, 1 /2" T&G PLY.WD. & VALLEYS 24" MIN . \ 12 SHEATHING 2x8 ROOF RAFTERS @16" O.C. AS PER R.905.2.7. 1 2 112 - 1 "X6" FASCIA 24" c `p 2"X8" CLC. y M BOARD JOISTS ®16" ac 5 ,3 o SIMPSON H-3 HURRICANE CLIP@ EACH RAFTER TO HEADER / PROVIDE POST GALV. JOIST HANGER v 2 — ,oR z SOFFIT VENT CAP SIMPSON N o I z o i 2%o N zk o TYP. AT CEILING JOISTS TYP. 0 o zx1D coNr NAILER o i4 • tiDR� z' SDR-� (2)-2"X 1 0" HEADER "AC' STYLE W/ 1/2" LAGS 0 0 SOLID o o 2'-0" O.0 TYPICAL POST _ CO 4:P P.T. Q1 V r TYP. - Y : tJ PROP. TECO ALL CONNECTIONS POST DM w x a o Ir. S aa' DEEP ® POURED LDNLIVEiE N O } ' X ° / PON ED CONI ry iv @1 y° O POST" TREATED--, COVERED 2_2x10 HDR. — — 2_2x10 HDR. —� _2_2x70 HDR — — � _ 2-2x10 HDR_ — �� 2-2x,0 HDR._ 2-2x10 HDR A POST TYPICAI- _ _ �� _ _ 2-2x,D HDR. PORCH N 6" 7'-4" T-2" 8'-4" 7'-5 1/4" 7'-3 1/2" `Y�Z O o SIMPE 0 16" HURRICANE \ Q Y N %� TIE ® 16" 0 C JOISTS 7 � 70 HEADER 37'-6 1/2' O (2)-2"x10" GIRDER 2X10 CONT. NAILER 5/8"0 THROUGH-BOLTED N Z,2 SIMPSON Cesoaa- W/ 1 /2" LAGS @ — S DECK JOISTS sos2 GALVANIZED 2' -0" O.C. TYPICAL 12" o.c. 3�a 5"3 POS xBASE DEEP EMBEIDMENM TECO ALL CONNECTIONS r POURED CONCRETE ui 6'-9 1/2" 6'-10" PIER (TYPICAL) F' C1- � ❑ 13'-7 1/2" PORCH DETAIL N.T.S. z FOGUTING/ FRAMING PLAN 1/4" = i'-o" T� cz�'Z<Dt o m r Y m w � PRELIMINARY D ° p BIDDING 36'-4" 15'-5" D° o m ® CONSTRUCTION e CD 0 0 M SIMPSON 2kC4 o SEE PORCH DETAIL 3��•Mo� 4 r 10 i R �( �ySOLID o PROP. COVERED PORCH a oe Pose I / N 0 \ 1 SIMPSON C13SQ44-S1E)S2 SEE PORCH DETAIL rn 2-2x10 HDR. 2-200 HDR. 2-2x,0 HDR. 2-2x70 HDR. 2-2x10 HER. °° V m ° oma - - - - - - - - - - - - - - - - - ��S Z� o RETAIPJSTORM WATER RUNOFF p�p � °ry Pi' ° PURSUANT TO CHAPTER 236N 7'_4.. 7'-2,. B,-4.' 7'-5 1/4" 7'-3 1/2" ° O,0'p. \ ,y+ / ti OF THE TOWN CODE. 37'-6 1/2° D OCCUPANCY OR w QQ $ USE IS UNLAWFUL o H .4 °°° \\ CIO x CERTIFICATE WITHOUT \ - - - w SIMPsoiv xs OF OCCUPANCY Z z 4 r> 13'-7 1/2" SEE POL PORCH DETAI EXIST.BRICK WALK WQ] ~ MODIFIED �U r GATE: 7C P.it 1-3 a7 O U a FEE: JCD- B.:_. �� _ NOTIFY BUILDING D•-f•ARTMFNT AT \C 7E5-1002 d AM 1Ti Cd FOR THE FOL.^6"'IfvB INSPrCTh qi,,: i F1 ' NDATION . 'ils'- fiCOUIRED FUH POURED CONCRETE 2. ROUGH - FRAMING $ PLUMBING 3. INSULATION 4. FINAL - CO',I°r,r;'I-TIpN MUST OE r^.I:�Pi '! ALL Cri"C"1GE D. RECUIRERbICII� .IaL'. P,i�Ef 7H YORK STATE. PUT r;L IJEW 5-�NSiBLF FOR F2007 NO. DESIGN OR CONSTRUCTION ERflORS. WRERWRITERS CERTIFICATE SHEET NO. REQUIRED PORCH PLAN 1X4^ = ' '-o" 3 OF 6 ! ;' +, I!iF' `lil :p N a a 0000 11. 11 HI 121 H 36' DEEP) PDURED EM"PETE I o PIER (i r w c L) L J L J L J L J L J L J L J L J L J L J M a 0 WEST ELEVATION 1i4.. = 11-01, O z 0 X o w a m m a O X w 0 PRELIMINARY BIDDING CONSTRUCTION � � 3 12 2 112 o 0 d L A v i N as w . N VJ M w� w I I I I I I I I I I H O Yfl0 I LEVATION Iia " = 1 '_0" W d � SOUTH E z ad a A a w F2 70B NO. 2007 SHEET NO. 4OF6 WALL TO FOUNDATION FLOOR TO FLOOR TYPICAL FRAMING DETAILS TYPICAL WALL FRAMING DETAILS CONNECTIONS CONNECTION sa69wWsam aCJz,aw:wu V J canluprs5x1-UA Ra4E 1s I mt rWa DAG tq/(�951++v1�vullw MULL AS rQ YW SStllflww5 kyil¢A w19PMi wM}[gf{lleLS A 9Q111 u NAILIN [�+RAAik'R-(KID Me ITR 9011 NAtSpK AS PER TABLE 3.38 TWO 2" X 4" TOP PLATES DOUBLE TOP PLATE EAN in M ACCOSAYF WENT A9Q]+Ill �� i rtmE M+rceIvI . A ARM %cral."' (Na can •(9nFnEn M HLRH 21--Ar, W I6' o— • 6 EryEn pyl REFER TO FLOOR RAMS iM 9ff tlwglo lE wW/STRUCTURAL RIDGE (REM TO PLANS) RETURN STRAP AND ,IAM Aoot Rume IARu 0.W51 \ MATTER WITS As I2wRKn P. • NAIL INTO PLATE - M1,AIM SBA W uRb, eW TWO 2" X _ HEADERS 1n'Em pAOF RrW9m TYP 12- • ka AOp OWES AS P[A�pry•Rs 9�F+[I{pC�IIfM qpl MIN • o IRIEAIRA N Nr Y di`IIx�lFmcAMS d�9F[r r1 ATTIC SPACE ^TM 's/rtLi P11EIR Pre) IMRI IIIIqA a \\ 30 BATT INS AT10n A BBE•TARM CA 5. • SLAB EA AMWN F•EI L A It/7 \11P RR CONERMAT(WN)LOCM Ip poRN Fwrs ""QQ«ryryCC• aNr wuu w1rtRs w/ I " ER TO OCARE A ATTIC SPACE 9NrmN Tell `M'E/SF15MC STRAPS u + r Eu•mF. 2"x4" SCABBED TO BOTTOM (2)yE. IFP PLATE SATE sm>y s,MnulE y nwMN x. RM9 w14 Nr AIX •1mm$WATUII' . 1 • M w4r-IwRIR9. R� 1/]'NW. 10 ALLOW FCR Aw?1011 FW SOTFn KNi(rF.l AS PMMFD ASOA /3,�� IBowlp-MAP OU 4WA p• wY CAJ -�[ RANS CYN "Aden OQe NWC WOOD HEADER/ WOOD BEAM NOT[: RIG WRIT SHALL. 9E R& FATFR MMINGE Kxr As R-1s'ow[ns N EWA, o r wn anT 51w. SNw9-TA p14IE;. ,r/�,�R,[I REFER TO FLOOR PLAN uAxurAcru[llpEup .1 AN KNT wu A cEgRUyIJxTIV a. - OR IxsnAnON 0P EWA, ANT T1..-611K ALvu. x051 fli N." This detail eliminates cripple NOTE 'FI,yOo �[cPCAnONSAiQEA10 MATC�napf'SHIPP0.�AcvREs OWN nhn scmr rw SAP, 9wlnm SMw,R-w studs above opening. BOTTOM OF ALL DOOR W INTERIOR EXTERIOR i' xnfi A 1Pun4�lu" AL WINDOW HEADERS TO LINE UP Wood sn;cs 1e' 0c SONG AS wo vm eoKp(R-31 %" 2) 7•x4" JACK STUDS RIDG3E VENT DETAIL '"' �1 "X4 KING STUDS I / • 1 > �": y: „CORNS iHOLDOWN 2X BEARING WALL - HEADER DETAIL (TYP TO BOTH SIDES) rcwwMWu6oR0 I/s.FI GRADERKaEwA In'EYs Nilo[ RWAm � • , . - - SCALE N.T.B. DIAGONAL SPACING FLOOR-TO-CEILING TIE DOWN FOR CORNER ASSEMBLY �•� CONTINUOUS LOAD PATH 2x TDP PLATES OVERLAP AT / /L\SOFFIT DETAIL CORNER LOCKING WALLS TABLE 3.1 NAILING SCHEDULE - --- --- . . TOGETHER ''2K2 CONSTRUCTION TIAL 115'A ?,. NUMBER OF JOINT DESCRIPTION COMMON NANLS NAIL SPACING FOUNDATION RAFTER TO WALL - WALL ) 5+� -i;,{ ;�. � Y R SIMPSON STRONG-TIE UPLIFT CONNECTION ER TD To PUTS TOE-+AILED 3-Sa rA' R RAFTER CONNECTION C ILING JOIST TO TOP PATE T -NAILED 3-Bd PER JOIST SCALE : N.T.9. CEILING JOIST TO PARALLEL RAFTER FACE WEED 3-16d1 EACH LAP (y CEILING J OISTS OVER PARTITION (FACE-NAILED) 3-1fitll EACH P K NOTCHED ROOF COLLAR FTER FA -YANUE 3-ad PER TIE ALTERNATE ANCHORAGE TO RAFTERS-TRUSSES 2% WALL STUDS BLOCKINRAFTER OE- D 2-q0 EACH END FOUNDATION- SIMPSON FSA FOUNDATION ANCHOR CONNECTED I OA }-TER END-NAI 2-1 ID EACH END TO FOUNDATION WALL W/2- 1/2' \ (2) 2"X4" TOP PLATES BOLTS A CONNECTED TO EKRY CHEN OUTSIDE CORNER INSIDE CORNER CS-20(SIMPSON) FLOOR JOIST uswc z -Vz' ears TOP PLATE FRAMING DETAIL RIDGE STRAPS x 11 me I V7 nAas T p PP TE -NAI 2- D R FOOT /� p' WDdD Stu05 • TO PIA € M F .• LL 4-I a AM T H SIDE DETAIL IS IN ACCORDANCE WD1 16' OC THE REQUIREMENTS OF TABLE 338 0 - AI IJ WEN ( UP IFT CAR'. idea LBS/CONN) PETE SILL HIP AND VALLEY RAFTER STRAPPING TO BE IN TYPICAL H ERR ACF- lILII I ACCORDANCE WITH 2.23.4, TABLE 228. TOP ORLATE T U REFERENCE TABLE 3.39 32.1 2, 3.2.2.1, TABLES 33, 3.3A AND 3-I6D PER 2"x62 STUD �3/` TOG "�°°° CONNECTIONS9uBFc0oR 3.38 OF THE WFCM 1995 HW.E. PROVIDE 4-160 PEP 2"x5" STUD NO* �SIMPSON "HW" HANGERS OR EQUAL 8 Tia FLOOR JOIST, DJOISr, ENDJOIST z GRIMLOST OR BLOE-NNLED) 2-1601 T' PER FOOT ® - z3 WALL STRAPS-9MPSON SIMPSON H7 SEISMIC CUD CO2 STRAP AND HURRICANE TIE OR "' Li EKRY SND EO CS20 COIL STRAP 2'x6' HANGER LU26 24" MIN. NAILED W/ BE BOY SEE STRAP SCHEDULE (1)2'x6• HANGER LUS26-2 JOIST TD ILL OP PU RDE E- AIL 4-eD P JOIST 4 NAILS IN ACCORDANCE FOR NAILING REOUREMEN iS 2^x112 HANGER Luxe RIDGING 0 JOI T TOE-N D 2-BD EACH E D R.905 2 7, W/ TABLE 3,38 WFCM (2)3'XR' HANGER LJ51e4 LO KING TO JOIST DE-NA 2-40 EACH END H7(SIMPSON) RAFTER �J SEE STRAP saEDUUE SEISMIC / HURRICANE TIE ) 1 2'%IO' HANGER LU(ID BLOCKI G TO SILL R TOP PLATE OE-N LED 3-1110 EACH BLOCK T ITFI WRAP srPAPNc unGEN sMl TER TO WALL 0 WALL CONNECTION I//Y -PTOWDE SILL SEAL A P)YXtd'HANGER Lu521a-2 LEOGEP 5 RIP TO BEAM F E-NAILE 3-Ifi EACH JOIST fn 9Ui5 TERMITE SHIELD AS REWIRED (2x22' HANGER MUS210 NAILING TO EDN. FOR ROOF RAFTER TIS DOWN TNd ANCHOR JOIST ON L GER TO BEA TOE-NAKED 3-1 D PER JOIST 8 RE40K CREATE FROM ROOF RAFTER TO WALL STUD -MIN.NAILING JpSi HANGER (2)2 xlx" HOUR NUSx10-I BAND JOIST TO JOIST END- LED 3-160 PER JOIST AS PER TABLE 3.38 � p( fpREA TE WNL EXISTING SILL PLATE ACCORDING TO TABLE 3.313 WFCM JOST ON NOTE FOR ALL OTHER JUST RAN J0 TO ILL OR TD PLATE TD - D -16D I P FOOT r�+. INSIST STRAP INTO OPENNG RAFTER NANC{P5 REFER TO THC V EPDXY ILIO SRAP AS RfUNIM SIMPSON CATALOG DIRECTLY T ^ , - EE FABLE 3.11 DF THE PROVIDE HEADER FISTING APPROVED EO MAY BE SUBSTITUTED Ti Kart: INSTALL 5 e'A TSw wN FOUNDATION WALL STRUC URAL E 5 BO A LE [ H ATTACHMENT A MANNER w 1HIr TRE AD ul 'o.c R PANEL EDGE SEE DETAIL 6 TAN UTIEEN MERGE TGR RAFTER TO RAFTER ALL JOIST OR RAFTERS INTERSECTING OUGONAL BOARD SHEATHING p ALL HORIZONTAL 5A O 5 NO MORE MAN SIT DC OR USE RETREAT FOR ENSTINO FOUNDATION W/ A BEAM OR GIRDER SHALL USE AN I"X5" OR 1"x8" 2-80 R BDPPDR7 SHEATHING SEAMS = FN is DETAIL AS 1200 CONDITIONS TO BRING IN COMPLIANCE W/ APPROVED SIMPSON JOIST HANGER TYPE 1 XI O OR WIDER 3-8D PER SUPPORT AT EXTERIOR WALLS G Q TABLE 3.38 WFCM 'r h SIMPSON CS-20 CONNECTION SIMPSON STRONG-TIE LSSU28 TO BE BLOCKED _ vi R AFTER TO HIP/ VALLEY FACE MOUNT JOIST HANGL'R u7 a y SCALE : N.T.9. 2"X4" WOOD STUDS OR POST �^ YPSU D 5 COD 5 OG 10 FIELD 91CALE : W.T.S. 9CALE : N T.B. INSTALL SHEATHING SO ,�I1Via STRUCTURAL RIDGE SMALL BE AT LEAST SEAMS DO NOT FALL ON � r7 LAG BOLT OR THROUGH BOLT SIMPSON CS-20 1" MORE THAN THE CUT ENDS OF THE FLOOR CONNECTIONS Q '•1 ROOF RAFTERS PER CODE: R802 3 5 CTU P GE 12 FIE D a n 1 I-t/4"W 20 GA IBERq D P ELS USE JOIST HNGRS. FOR BOTH SLAB & GALV STRAPPING NOTE. If STRAPS ARE NOT NAILING REQUIREMENTS 7 i5• DS 3" EDGE 6" FlELD FOUNDATION WALLS S TYP. 0 JACK STUDS EACH END OF USED, INSTALL COLLAR TIES USE FOUNDASIMPSOTION ALESHDDR�W HEADER SPANS GREATER THAN 6' NAI N, (HIGH). 2'X6" 0 16" O.C. 2 8O 3 ED E 6 FIE ® ALL FLUSH GIRDER 69 CORNERS OR V 2� TYPICAL Ti HOEDOWN INSTALLATION REFERENCE TABLE 3.4 BELOW RIDGE AS A GYPSU ALl D CWUERS 7 EDGE 10 FIELD FLR JOIST CON WHERE INDICATED ON SUBSTITUTE O 2- PER UP ORT STUD TO SILL PLATE— WHERE WITH SSTB ANCHOR BOLI. WASHERS SSP FASTENER PLAN. - ARE NOT REQUIREDANCHOR AT THE BASE. ARTICEE B 2- D PER UPPORT m 12' UOONAL B D SHEATHING .�,T TABLE 3.38 UPLIFT STRAP CONNECTION REQUIREMENTS x6" oR 1"se" 2-SD PER SUPPORT WASHER (OPTIONAL) (ROOF-TO-WALL, WALL-TO-WALL, AND WALL-TO-FOUNDATION) I'xia, 0 ER 3-813 PER UPPOHT Q 2"x4" SILL PLATE FASTEST MILE WINDSPEED (MPH) STRUCTURAL PANELS 90 100 110 120 1" OR LESS BD 6" EDGE 12" FIELD GREATER THAN 1 100 8 EDGE 6 FIELD RAFTER AS PER PAN NUMBER OF Rd COMMON NAILS IN IP H DIACONAL BOARD SHEATHING FRAMING SPACING (IN.) ROOF SPAN (FT ) END OF 1-1/4" x 20 GAGE STRIP 1")(6" OR 1"x11" 2-BD PER SUPPORT BP (SIMPSON) ANCHOR RIDGE BEAM 1 XIO OR WIDER 3-BD BOLTS' 5/8" m 23" O.C. THREADED R00 THROUGH PER SUPPORT AS PER PLAN 12 2 2 3 3 FLOOR STRUCTURE dE 1. MAIUMP ACOupEMEMs AN Ram w WN.wrtA+lww NNLED E weeds ON-NNIM K +H[.AKL [OpF. F WY(NNyy SHEATAING Is Iwm l MNEX HOLD 6"-12" OFF EACH - ANCHOR BOLT N70 FOUNDATION SKEWABLE JOIST HANGER 16 _2 2 _ 3 4 AN_e[NreA Al TIS ARM ME m arAH HEARST wQAR fxAun[s, MrwO REaImAKINTS Fw STwuavua APAIBFRs s,wL 911 aou:[O.a ATcwNAc cCHAMPION. Wt. AS s,uR rune..1 M LIM +0 IRANIAN +M Lan PATH. END OF EACH SILL PLATE. ON BATH SIDES (TYPICAL) 24 2 3 4 5 '. WEN Iii SHEATHING 13 CONimuaE CON C0.YnmTm Iddhe Rs. THE TUNArm WMM OF NA'L5 +MNL K PE121ITidD To eL MMDACIo 10 - COUPLER NUT SIMPSON CS-20 12 3 1m MIL It. NOM, p R!'l.C^TER TO RIDGE 28 3 4 5 ], caRR0 M MIST" 11 WE ROMHO KALI 49 ,R GOE $'KUBs ARE PNMmm, NdCY Ad fa'Am1TANAL MawEAPPE A IN - l 32 3 4 5 6 AS PER TABLE 3.38 SCALE : N.T.S. 36 3 a 5 T NQM SERIFFOR RIDGE G RAFTER CONNECTION USE LSV, B, ID BP SIMPSON ANCHOR E� SERIES SKEWABLE GALV HANGERS BY IONSIMPSONUSE (BOTH SIDES) (SIMPSON) 12 2 3 3 4 BOLTS • 6/8" a SIMPSON FLOOR TO FLOOR 16 2 _ 3 4 5 •7" M . 23" O.C. ypNG AS PER OXNFR 20 3 a 4 5 5 MIN. 23" C.C. 16 1n' ROD wwLATIM BOARD(R-s) > 'T BP ANCHOR BOLT 24 3 a 5 6 POURED CONCRETE t 5 TMR'HWY SRA T N Ewxl ' 7" MIN. EMBEDMENT M 28 3 a 6 7 1/x-Exr OFAOE PNMvm MIN. EMBEDMENT IN C.M.U. POURED CONCRETE ,5" CONNECTION 32 4 5 6 B l'x4'M STSIS w u'ac PROVIDE 3"x3" WASHERS .,T,:.'i• , MIN. EMBEDMENT IN C.M.U. 36 4 5 11 7 - BEO0ppNNO 3/4'TOO K+AOplm M ' Y .,'. ,,;'.,�'• PROVIDE 3"x3" WASHERS FLOOP Y4r&ARE RA2 H5 REBAR 6" FROM TOP—/ #'5 REBAR ® 48` O.C, .11, 10 AN,SINK- BIN CS-14 111'STRAP Ria[ AN, 7 m5- WM ITR f9Y OF POURED CONCRETE VERTICALLY FOR 8' IN TWOU 15 1 WHOM FOUNDATION WALL RUN HEIGHT FOUNDATION WALL SIMPSON S ONCE-TIE HDSA n P Rw Mpae5/GUR misn M ER n u HORIZONTALLY AND INSTALL -TABLE 3A RIDGE TEBION STRAP CONKRCTION PBMUIRBNBNT'p - ft P Nd(dil ANCHOR BOLTS HOOKED(2)2-X+2 CONTRA= TOP PLATES M5 REBAR ® 40" O.C. SCALE : N.T.S. ' FASTEST MILE WINOSPEEO (MPH) FASTEST MLLE WINOSPEED (MPH) EXTERIOR BELOW VERTICALLY FOR 9' ]TIP. 12., HEIGHT FOUNDATION WALL SIMPSON MIN 90 100 110 120 90 100 110 120 1/2' AS PNS LHON 2"X4" WOOD STUDS OR POST STRONG-TIE CSi6 CUT FIRST .11 Ri HOUSES BOARD IR-]7 TYPICAL /ALL DEVIL INSTALL B LENGTH ROOF PITCH ROOF SPAN (FT.) Y OF 8a COMMON NAILS IN EACH REQUIRED CAPACITY OF RIDGE fLUOrA TPKY' . MA WRAF O EQUAL. END OF I-I/4" 2a DACE STRAP CONNECTION (PLFJ 1/2' EAT. FAtApE 0.YWOa W EACH STUD SCALE LAG BOLT OR THROUGH BOLT NAILING /' A:12 12 2 2 3 3 189 247 _312 382 R-I5 •a1KH5 CMING' AS PER 16 2 3 4 1 251 330 416 1 10 INSULATION OR FNA 1 FOR BOTH SLAB k TABLE 3.313 20 - 3 4 5 5 315 412 520 637INTERMEDIATE FI—P,. DETAIL J\ FOUNDATION WALLS TYR 0 JACK STUDS EACH END OF 24 3 4 5 6 378 494 623 755 USE SIMPSON HD5A HEADER SPANS GREATER THAN 6' 28 4 5 6 7 441 577 727592 ® CORNERS OR a ® TYPICAL H05A HOEDOWN INSTALLATION CLEAR 32 4 6 7 - 56 659 631 1020 TYPICAL FRAMING DETAILS WHERE INDICATED ON w WITH SSTB ANCHOR BOLT WASHERS NOTE. SPAN 36 5 6 B 5666 742 935 nn PLAN OC ARE NOT REQUIRED AT THE BASE. CONTRACTOR TO VERIFY VARIES 5.12 12 2 2 2 3 145 190 240 211 EXISTING' FIRST FIRST FLOOR 16 2 2 3 4 193 253 320 393 WASHER (OPTIONAL) IS ANCHORED TO 20 2 3 4 4 24C 317 400 491 FOUNDATION AS PER THE NYS BUILDING CODE AS 34 3 3 4 5 259 3110 4110 $59 —OUTS THIRD OF 0 2"x4" SILL PLATE 28 3 4 5 6 338 443 560 658 SPAN ONLY HOLE EDGE IS CONTRACTOR SP6 S RESPONSIBLE FOR 32 4 4 5 7 SBB 507 840 786 OIS7ANCE >5/8" ADDING EXTRA STRAPPING 36 4 5 6 7 434 570 720 864 AS REQUIRED, NOTCH HOLEE TYP 12" 612 12 2 x 2 3 131 171 216 264 DEPTH<I/4a SN Stl IUD > j1 PROVIDE MIN. I" MIN 15 2_ 2 3 3 n5 226 278 361 OUT I/5 OF END DISTANCEEMIN. 20 2 3 3 4 2111 265 359 440 SPAN ONLY STUD HOLE4 11 THREADED ROD THROUGH N 3 3 4 5 162 341 431 528 1/4 JOIST K2/5a DOUBLE STUD w 3A FLOOR STRUCTURE OR REFER TO TABLE 18 3 4 4 5 306 399 503 618 DEPTH. AN 1/ T PLATE . E •. ANCHOR BOLT INTO FOUNDATION 3.38 FOR AMOUNT n 3 4 6 8 360 457 SITS 704 GS �O OF SPECIFIED NAILS 35 4 5 6 7 393 514 647 791 f/3 J015 2" MIN y A�' K HOLE EDGE IN EACH END hl( - 22;12 11 1 x 2 2 123 160 20i 145 DEPTH. MAX y I D13TANCE >5/B" � � • �' SIMPSON STRONG-TIE HD5A - SI m 2 2 s 3 05 213 33 a4O2 ,/3 H. 1/5 JOIST ANRAx0 2 3 3 4 103 266 334 DEPTH' MAXMA% DEPTH, MAX d ` W - EXT. WALL TO FOUNDATION SCALE : W.T.S. z4 2 3 + + 246 320 401 STUD NOTCHING ANTI)A 328 425 535 128 287 313 46 SOLID SAWN JOIST, RAFTER NOTCHING BOR. i LIMITS AND ��1'S'IQIDS SCALE : N.T.S. F,iN 4 9CALE : M.T.S. ) NOTES & SPECIFICATIONS GENERAL NOTES GLASS WINDOWS AND DOORS IT iS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED TOGETHER AT ALL TIMES. IT iS ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, �7 I NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE BUILDING DEPARTMENT 1 ALL GLASS TO BE DOUBLE-INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. SPECIFICATIONS, AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK, 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. ALL DIMENSIONS. CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER CLEARANCES ARE PROVm6p STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR v'� 3 ALL SLIDING GLASS DOORS, SKYLIGHTS, AND ANY GLASS UNIT INSTALLED WITHIN IIF" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED \ 3 ALL WORK SHALL CONFORM TO NATIONAL. STATE, AND LOCAL CODES AND AUTHORITIES HAVING JURISDICTION GLASS, UNLESS OTHERWISE NOTED THESE PLANS HAVE BEEN PREPARED TO THE BEST OF OUR ABILITY WITH THF ' NOTE: ALL BUILDING IN THE TOWN OF INFORMATION AVAILABLE TO US, DUE TO THE NATURE OF A _ <l THAT APE LOCATED I^i F }, c 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY OF THE OWNER/BUILDER. 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS 1 G MPH WIND ZONE 5 ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE ENERGY CONSERVATION CODE RENOVATION�ADDITION TO AN EXISTING STRUCTURE THE ARCHITECT MOST EE < MUST BE CCGdSIRUOTEp IN ACCORDANCE '&TH NOTIFIED FOR ANY REVISIONS, STRUCTURAL MODIFICATIONS OR SUPPORT THE AMERICAN FOREST AND PACER ASSCC'.ATION WITH THE WORK 5. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR ANY OTHER TYPE Of GLA55 W41T WHEN WITHIN 6" OF AN EXTERIOR SURFACE. REQUIREMENTS RESULTING FROM UNFORSEEN CONDITIONS SUCH AS 6, NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE UNLESS APPROVED BY THE ARCHITECT/ENGINEER EXISTING COLUMNS, DUCTS, PIPING, ECT, ENCLOSED IN EXISTING WALLS, TAF &ONE WOOD FRAME CONSTRUCTIP01'v MANU'A'L @ II 7, ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS FOR ONE AND TWO :AMILY DWELLINGS !1995 ). CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS BEFORE THE START OF FRAMING 8 ALL GLASS IS i0 BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS CEILINGS, ETC... G.C. TO CONTACT R.A. UPON ANY UNFORSEEN CONDITIONS I j B. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES, ARISING. HIGH WIND EDiTiON) 9 ALL WINDOWS TO BE ANDERSEN IF CONTRACTOR 15 TO SUBSTITUTE WITH ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF 9. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE THE CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED, THE CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO' DESIGN PRESSURE, ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT SII 10 OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U L APPROVAL. AREA, AND EGRESS REQUIREMENTS, II, THIS SET OF DRAWINGS AHE THE PROPERTY OF JOHN BARSIERE. ARCHITECT AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WINO SEISMIC SUBJECT TO DAMAGE FROMIr WINTER ICE SHIELD PERMISSION OF JOHN BARBIERIE, ARCHITECT, SNOW SPEED. OV%CN FROST DESIGN UNDER- RODp l LOAD [.TV DRT WEATNERINGa LINE RRMITE. DECAT4 TEMP G IATMENi 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS RESPONSIBLE FOR DESIGN INTENT ONLY. GYPSUM W'AI'L' BOARD FOR SI: 1 LB/SQFT = 0.0479 KN/M. (MPH) DEPTH (36" FROM REQUIRED x SOFFIT) 1 MILE PER HE = 1.609 KM/HR. 4s 110 C SEVERE 36- ODE TE SLIGHT TO 11' YES NO 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. I. GYPSUM WALL BOARD SYSTEMS SHALL 8E OF A TAPE JOINT AND JOINT COMPOUND METHOD, TOE TE MODERATE 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY CLEAN AT ALL TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL 2. ALL GYPSUM BOARD SHALL BE I/2" ON WALLS AND CEILING, UNLESS OTHERWISE NOTED, WATER RESISTANT (W,R,) AT BATHROOMS AND A. WEATHERING MAY REQUIRE A HIGHER STRENGTH CONCRETE OR GRADE OF MASONRY THAN NECESSARY TO SATISFY THE STRUCTURAL REQUIREMENTS OF THIS CODE, THE WEATHERING COLUMNRUBBISH, WASTE ATERIALS, TOOLS, ETC., CLEAN CLASS AND LEAVE WORN BROOMCLEAN. WHERE DEEMED APPLICABLE. E SHALL BE FILLED IN WITH THE WEATHERING INDEX NED -NEGLIGIBLE", "MODERATE', OR "SEVERE") FOR CONCRETE A5 DETERMINED FROM THE WEATHERING PROBABILITY MAP [FIGURE 8301.2(3)]. 15, THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL LIABILITY INSURANCE. ALL SHALL COMPLY WITH SLATE AND LOCAL CODES 3. 5/8", ONE HOUR RATED, TYPE '%' GYPSUM BOARD ON CEILING AND WALLS (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT i0 THE GRADE OF MASONRY UNITS SHALL BE DETERMINED FROM ASTM C 34, C 55, C 62, C 73, C 90, C 129, C 216, OR C 652 AND ORDINANCES, EXTEND THREE FEET IN EACH DIRECTION BEYOND THE UNn(5). ALSO AT HEAT PRODUCING EQUIPMENT, CONCRETE FLOOR OR IF PLACED B. THE FROST LINE DEPTH MAY REQUIRE DEEPER FOOTINGS THAN INDICATED IN FIGURE R403 U(1). THE JURISDICTION SHALL FILL IN THE FROST LINE DEPTH COLUMN WITH THE MINIMUM DEPTH OF FOOTING BELOW FINISH CRApE, IIF, THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORN AND THE WORN OF THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER ON WOOD FRAME, INSTALL CONCRETE PANELS OF 5/8" THICKNESS MINIMUM COMPLETION OF PROJECT C THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH 'VERY HEAVY", "MODERATE TO HEAVY', "SLIGHT TO MODERATE OR "NONE i0 SLIGHT" IN ACCORDANCE WITH FIGURE 4, FINISH JOINTS, J-BEADS, NAIL DIMPLES„ CORNERS, AND EDGES SHALL BE TAPED AND RECEIVE THREE COATS OF JOINT COMPOUND. 801.2(6) DEPENDING ON WHETHER THERE HAS BEEN A HISTORY OF LOCAL DAMAGE, ALLOW 24 HOURS TO DRY BETWEEN COATS. FINAL COAT NO BE SANDED SMOOTH. 17. THE CONTRACTOR SHALL S. LOSES AND HOLD HARMLESS THE OWNER, ARCHITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 0. THE DEPENDINJURISDICTION ON WHETSHALL HERFILL THEE HATHIS ART OF THE TABLE WITH "MODERATE TO SEVERE "SLIGHT TO MODERATE", OR "NONE TO SLIGHT" N ACCORDANCE WITH FIGURE 8301.2(7) AGAINST ALL CLAIMS, DAMAGES. LOSES ANO EXPENSES, INCLUDING ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE 5. METAL CORNER BEAD i0 BE USED ON ,ALL OUTSIDE CORNERS AND AROUND ALL OPENINGS. B BEEN HISTORY OF LOCAL DAMAGE, OF THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS TY EXPENSE AN IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR E. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE WIND SPEED FROM THE BASIC WIND SPEED MAP FIGURE F301.2(4)] WIND EXPOSURE CATEGORY SHALL BE DEATH OR TO INJURY TO OR DESTRUCTION BY N TANGIBLE PROPERTY (OTHER THAN THE WORN ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM) 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE DETERMINED ON A SITE-SPECIFIC BASIS IN ACCORDANCE WITH SECTION R301.2 1 4 ( O IND IS CAUSED IN WHOLE OR IN PARE , ANY NEGLIGENT ACT E OMISSION OF THE CONTRACTOR, ANYCARDLESSOFSUBCONTRACTOR, ANYONE DIRECTLY OR F. R F R TO TASILL N1101 2 'MUI R DESIGN nal-BULB TEMPERATURE" COLUMN, INDIRECTLY EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY 8E LIABLE REGARDLESS OF WHETHER OR NOi li 6 CAUSED IN PARI BY A PARTY INDEMNIFIED HEREUNDER. G. THE JURISDICTION SHALL FILL IN THIS PARI OF THE TABLE WITH THE SEISMIC DESIGN CATEGORY DETERMINED FROM SECTION 8301 2.2.1 ' H THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH (A) THE DATE OF THE JURIISDICTION'S ENTRY INTO THE NATIONAL FLOOD INSURANCE PROGRAM (DATE OF ADOPTION OF THE FIRST OF ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING BUT NOT LIMITED TO FORM-WORN. ANCK-WORK, FRAMING, NAILING, PLACING ASPHALT ROOFING SHINGLES NCE OR MANAGEMENT OF FLOOD HAZARD AREAS OF CONCRETE, ETC, ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR D BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, AUTHORIZATION COMMUNITY, AS MAY BE AMENDED. ) (e) THE DATE(5) OF THE CURRENTLY EFFECTIVE FIRM AND FBFM. OR OTHER FLOOD HAZARD MAP ADOPTED BY THE APPLICABLE CODES AND GOOD PRACTICE, DEVIATIONS FROM THE DRAWINGS AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN AUTHORIZATION OF THE ARCHITECT/ENGINEER I ALL SLOPED ROOFING SHINGLES SHALL BE GAF-CLASS-A ASPHALT ROOFING SHINGLES OR APPROVED EQUAL. 1. 5EE FIGURE 3391,2W EQ8 QBQUND SNOW (i6 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS NEEDED, UNLESS OTHERWISE SPECIFIED, ALL DIMENSIONS AND CONDITIONS 2, SHINGLES SHALL BE APPLIED OVER 15,y BUILDING FELT, UNLESS OTHERWISE NOTED ALSO APPLY GAF-MATHE R-WATCH ICE AND WATER BARRIER 2 PERTAINING ARE TO BE FIELD VERIFIED. FEET FROM EAVES, VALLEYS, AND GUSHING R3 10 ESCAPE/ n�/ nT�n' m O��*�rnC 20. CONTRACTOR TO REMOVE h RELOCATE AS REQUIRED ALL EXISTING WORK WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER 3, PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF CONSTRUCTION. A 9 A RESCUE PIN�GS 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS, UNLESS NOTED OTHERWISE, 4. ROOFING IS i0 BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS k' 22. PROVIDE FIREBLOCKING A5 PER RESIDENTIAL CODE OF NEW YORK STATE, SECTIONS; 8602.0, F60201, 81001 IIF, (FIG) R1001.15, 81003.13 5. NAILING OF ROOFING SHALL BE TO CODE 34"Clear 23. PLEASE NOTE THAT THESE PUNS ARE PROTECTED AGAINST ANY UNAUTHORIZED USE UNDER FEDERAL LAW By THE ARCHITECTURAL WORKS COPYRIGHT • Minimum openable20 Clew-y TABLE RR301.2.1.2 Q PROTECTION ACT OF 1990 (AWCPA), WHICH HAS SEVERE PENALTIES. IP-Minimum -- - ------ _ WINDBOURNE DEBRIS PROTECTION FASTENING SCHEDULE SITE WORK area 5.7 Sq.ft. FOR W000 STRUCTURAL PANELS o FASTENER SPACING o • Minimum opening - FASTENER o FOUNDATION, CONCRETE, AND MASONRY 1. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR. OR BY QUALIFIED SUB-CONTRACTOR TYPE PANEL 4 FT < 6 FT < o '/ height 24 SPAN PANEL SPAN PANEL SPAN 1. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE 2. VERIFY ALL GIVEN DATA ON DRAWINGS, IF THERE IS A DISCREPANCY, RECEIVE CLARIFICATION FROM ARCHITECT/ENGINEER PRIOR TO PROCEEDING < 4 FT < 6 FT < 8 FT o THE SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. Operable _ - • Minimum opening Area _ 2 1/2° pfi 0 O 3. EXCAVATE AND BACK FILL FOR WORN INDICATED ON DRAWINGS. STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING P g __ 16" 12" 9" o 2 ALL FOOTINGS TO BEAR ON FIRM. VIRGIN, UNDISTURBED SOIL. SITE. STOCKPILE ALL EXCAVATED MATERIALS II WD SCREWS o 0 Width 20 a Op noble o 3.7 s n, MM qq 3 SOIL TO HAVE MIN, BEARING CAPACITY OF (1) TON/SO FT 4. NEW AND REXISTING BACK RLL MATERIAL ARE E RE FREE OF WEEDS, TREE ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 9 Ama U 9 2 1 Minimum /2" H6 UNSUITABLE FOR BACK PILL MATERIAL SHALL BE REMOVED FROM SITE IIF" 16" 12" o • Maximum sill 'u .g WD scREws 4 FOOTINGS TO REST A MN OF J'-0" BELOW GRADE, UNLESS OTHERWISE NOTED. ? (� 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING c u 5'7 s4'n' ie L o W (0 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. height Ol 44 Minimum _55 [a 0 0 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL 1ST TIER OF FRAMING IS IN PLACE. ELECTRICAL • Must be openable U x J FOOTINGS TO BE POURED CONCRETE OF SITE SHOWN ON DRAWINGS' Wlth011t keys Or tO0i5 Minimum size Minimum size t 1. AT LEAST ONE WALL-SWITCH-CONTROLLED LIGHTING OUTLET TO BE INSTALLED TO PROVIDE ILLUMINATION ON THE EXTERIOR SIDE OF EACH OUTDOOR window for window for NOTE. n❑� Q' M EGR 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC TO BE TILLED SOLID WITH CONCRETE. ESS 9008 HAVING GRADE LEVEL ACCESS. 20"clear width 24NOTE,hnghl USE 1/2 PLYWOOD PANEL DWD] r 9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH TABLE 3.2A. 2 ELECTRICAL SWITCHES FOR STORAGE SPACES ARE TO BE PLACED OUTSIDE THESE SPACES AT THE POINT OF ENTRANCE AS PER E3503.4 STAINED OR PAINTED TYP, q Oj Q h 10 ALL CONCRETE r0 HAVE AN ULTIMATE COMPRESSIVE STRENGTHSAND AT 28 DAYS OF 4,000 RSI. 3 GFCI ARE i0 BE PROVIDED AS PER E3802 RR.MO'VABLE PLYWOOD q 11. FGONG.LASH SLABS TO REST E MIN. AB 6" FINE GRAVEL OR BANG WITH 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER OCCUPIED SPACE D BILIS PROTE TION HUTTER W U 12. GUSH ALL JOINTS WHERE SLAB ABUTS FRAMING. O Q O SCALE : N.T.S. Q aA n 13. BRICK VENEER TO BE ANCHORED WITH (I) WALL TIE PER (3) SO R. N ' 14 FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, MAX. 4'-0" O.C., TO DIRECT ANY CONDENSATION TO THE EXTERIOR TABLE 3.2A SILL OR BOTTOM PLATE EXLSTING CONDITIONS CHECK LIST FFBOLT CONNECTIONS y � 15 APPLY (I) COAs OF TAP BASED WATERPROOFING TO FOUNDATION ANCHOR QFING TO EXTERIOR OF FOUND FROM FOOTING TO ABOVE FINISH GRADE THE EXISTING IOSYSTEM IS ADEQUATE TO HANDLE THEE ADDITIONAL LOADS IMPOSED BY 16. NO CONCRETE OR MASONRY WORN IS TO BE PERFORMED IN TEMPERATURES OF 40 DEG. F AND FALLING, UNLESS APPROVED BY lit"ANCHOR 3/8" ANCHOR CHOOSE ONE THE NEW ADDITION(S) N(5) / ALTERATION(5) SNOW LOAD ' ARCHITECT/ENGINEER. NO CONCRETE SHALL BE PLACED ON FROZEN SURFACES, BOLTS BOLTS 45 PSF + 10 PSF (DEAD LOAD) = 55 PSF 7" MIN, EMBEDMENT IN POURED CONCRETE [ 1 THE fxlsntTc MECHANICAL SYSTEM wlu BE DISTANCE SPAN I]. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY ARCHITECT/ENGINEER. UPGRADED TO ____________________ SOFT I S" MIN. EMBEDMENT IN C.M.U. Fastest-Mile Fastest-Mile (EG oa FIRED HOT AIR UNIT...GAS FIRED HYDRON10..) (TOTAL) 18. PROVIDE BITUMINOUS JOINTS BETWEEN SIRS AND FOUNDATION WALLS AND WHERE EVER APPLICABLE. FILL TOP 2 COURSES SOLID. Wind Speed Wind Speed _ PROVIDE 3"0"WASHERS PF'� THE EXISTING ELECTRICAL SERVICE IS ADEQUATE 19 UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ME TO BE A MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL (mph) (mph) FOR PROPOSED ADDITION(S) / ALTERATION(5J OUTSIDE LOAD PROVED TWO N4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK CONCRETE SOBS TO HAVE 6x6 10/10 WELDED WIRE REINFORCING. CHOOSE ONE 90 100 110 120 90 100 110 120 [ ] THE EXISTING ELECTRICAL SERVICE IS TO BE CEILING UPGRADED TO -------------------- 20 P$F + 10 PSF (DEAD LOAD) = 30 PSF ITN • JOIST 20. CONCRETE TO HAVE 5 i0 iR AIR ENTRAINMENT AS PER CODE: 84022 JOIST 20 PSF + 10 PSF (DEAD LOAD) = 30 PSF Anchor Bolt Foundation Bracing Wall Perimeter Maximum Anchor Bolt Anchor 1/2 DISTANCE SPAN XI FT Connection Supporting Edge Nail Spacing(in.) Bolt Spacing(inJ Bolt Spacing(in.) INSULATION -� THE EXISTING SANITARY SYSTEM IS ADEQUATE (TOTAL) /2 DISTANCE SPAN X - Sill Plate to Foundation" I Story 46 72 (AHANDLE ME TOTAL M OF BEDROOMS PROPOSED _ _ (TOTAL) 2 Stories All' 23 36 CHOOSE ONE A5 PER S.C.B.O H. REGULATIONS) (crawl space or basement) 3Stories IS 23 [ ] THE EXISTING SMITHY SYSTEM WILL REQUIRE OUTSIDE LOAD CEILING JOIST S 1, ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL S.C.B.OH APPROVAL FOR THE INCREASE OF Foo TO BE PLACED TOWARD WARM SIDE, Wall Bottom Plate to Foundation 3' 19 28 BEDROOMS 1/2 DISTANCE 1/2 DISTANCE 2. PROVIDE 7' R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION WALLS FROM FOOTING TO TOP OF FOUNDATION WALL. (slab on grade) I-3 Stories WALL LOIAD INSIDE LOAD 6' 36 $7 [ ] THE SEWER RESIDENCE 15 CONNECTED r0 SEW CARE SHOULD BE TAKEN NOT TO DAMAGE FOUNDATION WATERPROOFING / THE ER DISTRICT (PROOF REQUIRED) 10 PSF X WALL HEIGHT X 8 FT WALL LOAD (WHERE App I ABL ) +') ANCHORAGE REQUIRED TO RESIST LATERAL (LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1.1.4, pIf THE EXISTING IST STORY IS ADEQUATE TO (T(OTAL) ® 10 PSF X WALL HEIGHT X 8 FT 3 GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: I) ANCHOR BOLT SPACINGS BASED ON MAXIMUM SHEAR CAPACITY OF UNBLOCKED ROOF AND/OR FLOOR DIAPHRAGMS (279 ELF) SUPPORT THE NEWLOADS IMPOSED By THE -9" R-30 FOR FLIT CEILINGS MAXIMUMSECAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 3" OC 2ND STORY ADOITION(S) INCLUDING UPLIFT (TOTAL) -6" R-19 FOR VAULED AND CATHEDRAL CEILINGS 2) ANCHOR BOLT SPACINGS BASED ON HARAPA AND SHEAR -3.5" R-15 FOR 2"x4" WALL CONSTRUCTION (731 BN PROOF U ACCORDANCE WITH SECTION 3.4.4. BE REQUESTED BY BUILONG (DEPARTM Ni) -5.25' R-21 FOR 2"w6" WALL CONSTRUCTION 3) ANCHOR BOL R BOLT SPACINGS BASED ON MAXIMUMSHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF fi" OC, OUTSIDE LOAD � -5.25" R-21 FOR FLOORS (421 PLF_) BUILT IN ACCORDANCE WITH SECTION 344TABLE R301.4 SECOND FLOOR =JOISTS ROOF FRAMING DOUBLE TOP PLATE MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS 3D PSF + 10 P$F (DEAD LOAD)) 40 PSF ON POUNDS PER SQUARE FT) SECOND FLOOR JOISTS 7/2 DISTANCE SPAN %-f FT CARPENTRY 30 PSF + 10 PSF (DEAD (LOAD) = 40 PSF (TOTAL) 1. ALL LUMBER SHALL BE DOUGLAS FIR LARCH N2 OR BETTER, WITH A MIN Fb=1400 UNLESS OTHERWISE NOTED, USE LIVE LOADS 1/2 DISTANCE SPAN % FT SECOND FLOOR JOIST (TOTAL) e ) 2. ALL LUMBER IN CRAWL SPACES TO BE 16" ABOVE SCRATCH COAT MAINTAIN BY MN FOUNDATION EXPOSURE -CR LE $T S- EXTERIOR BALCONIES 60 1/2 DISTANCE 1/2 DISTANCE INSIDE LOAD 3. SILLS i0 BE (2) 2'x6" A.C.O. (ALKALINE COPPER QUATERNARY), SECURELY GUSHED WITH A TERMITE SHIELD, ALSO PROVIDE SILL DECKS p(y\ 5EAL/INSULATION. SIZE OF SILL TO BE (2) 2"x6", UNLESS (I) 2%5" 15 NECESSARY t0 MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE, OI SIMPSON H7 40 OUT LOAD 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY 'TECO" OR EQUAL. TIE REQUIRED PASSENGER VEHICLE GARAGES SO WALL LOA D WA OAD (WHERE APPLICABLE SIMPSON ® EACH STUD ATTICS WITHOUT STORAGE10 10 PSF X WALL HEIGHT X 8 FT 10 PSF X WALL HEIGHT X 8 FT 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN FLOORS. ROOFS, AND WALLS, STRONG-TIE CS16 (TOTAL) BO (TOTAL) 80 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS INSTALL ®EACH STUD (SEE PLAN FOR 1 HEADER ATTICS WITH STORAGE 20 r, 1 \v ]. ALL BEAMS, GIRDERS, ETC. To HAVE MIN. OF 3 -1/2" BEARING. ROOMS OTHER THAN SLEEPING ROOMS 40 FIRST FLOOR JOISTS EXACT SIZE) OUTSIDE LOAD 40 PSF + 10 PSF (DEAD LOAD = 50 P$F i 6 MN HEADER TO BE (2) 2%10" UNLESS OTHERWISE NOTED FRAMED OPENING FOR II SLEEPING ROOMS 30 \ _MEW WINDOW (OR FULLLENGTH I/2 DISTANCE SPAN % 6 FT 9 ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE A.C.O. (ALKALINE COPPER QUATERNARY), (EXTERIOR DOOR) WALL STUDS STAIRS 40 FIRST FOISTS ---- (TOTAL) ® \ I 10, ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE ON PAGE PD-1, GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON 40 PSF + 10 PSF (DEAD (LOAD) = 50 PSF FIRST FLOOR JOST5 �) WALLS AND ROOF AND 15 OF COX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS FOR ADDITIONAL NAILING OR DIFFERENT NAILING �� GUARDRAILS AND HANDRAILS 200 1/2 DISTANCE SPAN X 6 FT REQUIREMENTS WHEN APPLICABLE. (TOTAL) 1/2 DISTANCE 1/2 DISTANCE ' 11 SUB FLOORING. GENERALLY, TO BE OF 3/4" THICKNESS AND OF CDX GRADE NAILING AS PER FASTENING SCHEDULE ON PAGE PD-I AND GLUED. UPLIFT CONNECTION IS REQUIRED TABLE 8301 .6 AT EACH END OF HEADER AND ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 12, EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEN' HOUSE WRAP OR APPROVED EQUAL. - I- AT BOTTOM OF HEADER STUDS IN INSIDE LOAD 0 UPLI T ADDITION TO CONNECTORS AT 13, BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT UNSUPPORTED EDGES OF EXTERIOR SHEATHING. \` WALL STUDS AND AT TOP AND ALLOWABLE OUTSIDE LOAD 0l-�}IN� NEC R STRUCTURAL MEMBER 14. PROVIDE CROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS EXCEED 8'-0" AND AT EVERY 8'-D". III F EUUIRE ! BOTTOM OF CRIPPLES DEFLECTION TOTAL = 15. TOP PLATES i0 BE DOUBLED AND LAPPED AT CORNERS. ( RAFTERS HAVING SLOPES GREATER THAN RAFTERS L 180 �� WITH NO FINISHED CEILING ATTACHED TO RAFTER$ / _ IIF. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS NECESSARY. TOTAL W/ ROOF 2000 LB$/SOFT BEARING FOR 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED WITH NAILING SCHEDULE. INTERIOR WALLS AND PARTITIONS -/18O - FOUNDATIONS. (1 TON PER TABLE FD- 01 S V' 'Mala IF G.C. ENCOUNTERS POORER SOIL CONDITIONS �� H 18. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE GENERALLY, SEPARATE DOUBLE JOIST THE iHICNNE55 OF WALL ABOVE. FLOORS AND PLASTERED CEILINGS L/360 OR ENCOUNTERS WATER, STOP WORK !� f •S SUB FLOOR SHALL NEVER EXCEED A 16" SPAN. . .e AND CONTACT R.A. br�� f� 16 4 ' ALL OTHER STRUCTURAL MEMBERS 19, AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING A5 PER SCHEDULE. 4 . °4 ° ° . 4 L/24O Q ! O EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH e 20. LUMBER GRADE AND SPECIES: SEE TABLE 4A TO 40 OF THE WHOM 1996 HIGH WIND EDITION 4 � ' 4 < L/iso DESIGN LOAD CALCULATIONS TYPICAL FRAM[NO AND(UPLIFT CONNECTIONS FOR OPEN1N09 EXTERIOR WALLS-WIND LOADS WITH BRITTLE FINISH L/240 EXTERIOR WALLS-WIND LOADS WITH FLEXIBLE FINISH L/120