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Home My WebLink About32226-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY Date: 01/18/08 No: Z-32837 THIS CERTIFIES that the building NEW DWELLING Location of Property: 1543 (HOUSE NO.) County Tax Map No. 473889 Section 103 STILLWATER AVE (STREET) Block L- CUTCHOGUE (HAMLET) Lot 19.8 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 1, 2006 pursuant to which Building Permit No. 32226-Z dated JULY 24, 2006 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SINGLE FAMILY DWELLING (MODULAR) WITH ATTACHED TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to TIMOTHY & REGINA BLASKO (OWNER) of the aforesaid building. SUFFOLK COUIIITY DBPAR~ OF HEALTH APPROVAL R10 - 06 - 00 1 7 01/16/08 BLBCTRICAL CERTIFICATE NO. 12/05/07 07-9175 12/13/07 TIMOTHY BLASKO PLUMBERS CERTIFICATION DATED ~zed~ Rev. 1/81 (-.--- I i~ R (iU i7 n ~n ", ..!ir. lS l~',-!I , I'! . v r: ".-.--. -In " I , u I OEGI3. l.:P APPLICATION FOR CERTIFICATE OF OCCUPANCY L.. ."J' I "' - ~ This application must be filled in by typewriter or ink and submitted to the Building Depart'\l~ut .J~h\}'f'nl~{)wll~., .J Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 73lf ?s;9~ A. For new building or new use: I. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 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 nses, or buildings and "pre-existing" land uses: I. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 I;}. JrJ-/UJ I f ,/ Date. Location of Property: IS'1 ') House No. Old or Pre-existing Building: sLII....J,r Av<. Street (check one) New Construction: (1.A( ~~.-( Ha et Owner or Owners of Property: / l.....viL, -t Qt"l~ ~I~lku <l Suffolk County Tax Map No 1000, Section 103 Block ..L Lot I q, &' Subdivision Filed Map. Lot: Permit No. 1-; ? dolt, - Z Date of Permit. ")/a'-tld. Applicant: -;-: _.i "1 ~~JII0 . 1 Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ ~ 2. S.U\) Final Certificate: / (check one) ~_;://-? /L-- Applicant signature ~cu.. '711:0 5 ~ Co:t:.))~"1 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. 32226 Z Date JULY 24, 2006 permission is hereby granted to: TIMOTHY BLASKO POBOX 507 PECONIC,NY 11958 for : CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING (MODULAR) WITH ATTACHED TWO CAR GARAGE AS APPLIED FOR at premises located at CUTCHOGUE 1543 STILLWATER AVE County Tax Map No. 473889 Section 103 Block 0001 Lot No. 019.008 pursuant to application dated JUNE 1, 2006 and approved by the Building Inspector to expire on JANUARY 24, 2008. Fee $ 1,304.40 il-;t~_ C-IL I Authorized Signature ORIGINAL Rev. 5/8/02 . SURVEY OF LOT 3 SUBDIVISION FOR REYNOLD F. BLUM tWILLIAM A. L1TTEL FILED AT SOUTHOLD TOWN HALL SITUA TE:CUTCHOGlJE TOJi'.lN: 5OlJTHOLD SUFFOLK COUNTY, NY SURVEY 02-13-2006 AMENDED 02-28-2006 FOJNDATION LOCATION 12-28-2006 CERTIFICATION AMENDED 01-11-2001 SURVEY UPDATE 12-11-2001, 01-10-2008 SUFFOLK COUNTY DEPT. OF HEALTH SERVIC.ES REFERENCE 1I RIO .. 06 - 0011 SlJFFOLK COUNTY TAX LOT NUMBER 1000-103-I-ICfb ~ 'I'!;"'" ~ 'fP. / .~.~~ (0 <" "" ~ ( S< '0 __'12- i- __ 1-D'-~o) ~0';.~~ <(" ....-: !>-1Y'" /.;R.-'^ ~ ~. fb~ ~%o 73~ ~ CERTIFIED TO: TlM01HY BLASKO REGINA BLASKO ULSTER SAVINGS BANK FIDEUl'Y NATIONAL TITI.E INSURANCE COMPANY OF NEW YORK , , I-- I I I I ___________________1 J 12 1- J ,~-.-- I r I iuULJAN J 8 ! , ......J --1 N W~E S L__~()'_'___ )'";'.') j ---- - ~:,:"-ta I I APPHOV-~l. OF COtl.sTi-.-~UC!ED VYORKS FOR ~ A (.;,!..~U; ;:::.;../'; '': R~:'~;DcNCE I JAN 1 tZOOB'H.~'.~:~1.~:,~- 6~ -QQJJ: ---- - T"'-'''^''[''''''''V'/'l::S ':~l 'f:,;:Q.1 ~ COUNTf Dt:f'i\::{TMEN i..,.. r ritJo... " ,>t:.:;... 11..;.... ........ ......- :>;'1 ;,;e\.t!;;'~ d:Si/)S-.'J1 ;:;n-::i .,..~~(.)r :;"i~jr;:'I hd@eJ at t:"u l0C"4tioo ha\;'s be~n . . - ,.~'.\-,'>(I Clrl.j....'\{ Gf',,;;,""c by ';;:-:; C'O:;::"C'J',J':'K (At'ar i:-'FJncl0~ =100 tx.cnd 'J) '~'S~":~;:':';Y'FO~~/";:i,:~~.':~=-~~'OOMS. \"Jwt;~; i';l:~Sf~~:-cm~ Offica cf '.,/;";:~bwatef Management ~ ~ .~. , \ <Ot ".,;0 -- ED --- - - - .... (as 6E OFT/V - - - - _ flagged .jOh~~hIHETLAN'D5"'" _ .-:J.... ers 01-02 ' ,,~ -02) -.... ~>. ~~ N8i~'19"W 36.53' NOTES: AREA = 40,383 sa FT OR 0.Cf3 ACRES FEMA ZONE FROM MAP NUMBER 36103COl63 6 EFFEC.TIVE DATE, MAY 4, ICfCf8 PARc.EL LIES IN ZONE DISTRICT R-OO AND IS SlJBJECT TO THE GODE PERTAININ6 TO NON-CONFORMIN6 LOTS. . = MONUMENT GRAPHIC SCALE ~ 1"= 50' I ~63 ., 'j'<~ ""'" ~a,. ~ ~_.- ~~ s~~~""" W~~ "fYT1I>1o.' 'P'C"" 1f'.r..t.r?o~ JOHN C. EHLERS LAND SURVEYOR ,..,.".,horl.....,"""""""'orod.Oltl".."'''"'''"'"''J m<>p~"'~I"""".........",..~-.>'b" "">,o""",,r-.""""12O<1.__2.of_ _Y"'""-~""''-'''',. ~';%,...~r.-~=:r~~ e,-<, -..1 """II .... """,ldoocood t<> boo """.._ -~. -c.e.t~l<oli<>no ""'.",\.ed """'-'" .'9"'~ that 110.. ......-ve-;""'pce,:><r""'"'<><=>"<lo:lnooe...tI1_..x_ "lhcJC.ode"'"'"""tloe''''l.<nds...--.,.~ "J_......Y"'""_~loI;""'ofPro'_"""'" L-ond~,5oldc.<orl"I<;oIlono"""II,....,<rij l<>_~I.,..-"""",_~..P'"ep<r..cl """"""~"_lIto_IIt...~~_ wl~o:nollend"'3"'I'M""'"._I>eo-eoo.cn:l "'_oo~o'_len<Ihg"'lIwtt"".G.oort.rfl<.o_ tlono","..n<>l~,....<>b<..wodtllt""""lnol,,",,1ono 6 EAST MAIN STREET N.Y.S. UC. NO. 50202 RIVERHEAD, N.Y. 11901 369 8288 Fax 369-8287 REF. \\Compaqserver\pros\OI\01 318 FINAL.pro , . Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 Fax (631) 765-9502 Telephone (631) 765-1802 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: l')/,../O? Building Permit No. '3;))~0 Owner: -;; .-...~~ {S1"yo (Please print) Plumber: I___-\~ (6/.Jftu (Please print) lead. I celiify that the solder used in the water supply system contains less than 2/10 of 1% '3-f~ Sworn to before me this 11_:-~ '~~~:I:;- - Notary Public, '\ uf\6l K... County ~~ '(Plumbers Signature) MELANIE OOROSKI NOTARY PUBLIC, State of New'llllll No. 01004634870 Qualified In Suffolk County '7 1\ \1::> Commission Expires September 30.-l=::loI. ~ 0 ___- _~ __ _ __~_. 0_ __ ______ _.,...-----_ _____~_ .3~~:~-~ z. TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] FOUNDATION 2ND [ ] FRAMING I STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUC'nON [ ] ROUGH PLBG. [ ] INSULATION rAr'FINAL A; [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS~ ~ ~ 8f1~ r29o~d<~ ~;c- ~ L~-1J~ c:iV\l, 4 1:.. ' ~ c3Y\.. ~ DATE 11- H -07 INSPECTOR ~ ~ ;3 ,;--,;-,;-1:, Z- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] FOUNDATION 2ND [ ] FRAMING I STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. [ ] INSULATION J{J FINAL [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT PENETRAn N .~. ~-) ~ 40 ~ 01\, ~~ ~ "J. alQ DATE //~~-tJ7 INSPECTOR ~~ \ ~ 3 r-;}-~ z TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING I STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONS1RUCTION [ ] FIRE RESISTANT PENEmATION aJ'LtL E~ ~ [f-~~ ~'6L~ / if- ~rr 6'1.f'f: ~ DATE t -;}-tf~7 INSPECTOR ~~ J r- 'J- 'JJ" z..... TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. )\fFOUNDATION 2ND [ ] INSULATION [ ] FRAMING I STRAPPING [] FINAL [ ] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ~ /if-RPL ~ /~ - DATE I 'J-- 'j 1f - " 0 INSPECTOR A~ 3 ';-J-~' :z- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [;{ FOUNDATION 1 ST [] ROUGH PLBG. [ ] FOUNDATION 2ND [] INSULATION [ ] FRAMING I STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION DATE 1/ "--?f' ~ 0 rc INSPECTOR ~ ~ ~ Ytdc~~ PC: $C'C?8 PROFESSIONAL ENGINEER 1725 HOBART ROAD f PO Box 616 SOUTH OLD, NEW YORK 11971 TEL: 631.765.2954 . FAX: 631.614.3516 . e-mail:joseph@fischettLcom Date: September 20, 2007 Reference: Blasko SCTM 103-1-19.1 Southold Building Dept PO Box 1179 Southold, NY 11971 Dear Sir, Repairs to the Garage T JI joists in the garage on Vineyard View Lane in Cutchogue have been completed under my di tion and I certify that they are now repaired in accordance with manufactures r uire ents. MEMFORM.,h; L\(;J\P' '~""RI 'C-'iURA! ;.;N(;INf.~T.;i::: . .>)....0 - . FIELD INSPECTION REPORT DATE ' J,.. COMMENTS " ~ Jm: Un,} 11. .r.JI nP,. I' ",JlU,... .Il~'.j... .~;g .f~..1 ,~:r. 'd A..... .d7F.....n ,A'.:. .~, ~~ vt9Jf -r......- AiL' ~ 'Af"}.. fl/); 7T '~ 1/ v . " \'}.-iLt~)hU n. D.\.n JAR ~ ,. .l4.l lP II)~ U ~. ,.L...J ./ ~"gl..p X -< ;t2J FOUNDATION (lSn FOUNDATION (2ND) /") ~e ~ ------------------------------------ , ROUGH FRAMING & PLUMBING ~ -z ~~,.. 7/ r;;..~ I -~ / ....,Tlv' .'~ t.....-. ,M.,r-'t' ~ ~ o:.-t Il tfl J.- 'Jilt! iII~ J 111\4. r~ <V')..L w 'OK 'M-' _.. 1>1;"~ '-1j~. . D.,.;;;g, ~ '. ~,,~> --'- .. ilo;lli ~I';; l.:A,./ .Jf1 '~~~ ,rI_. ' ,,~ F?td rl 70." '-f1- A V,.. V u ~, "j;' ',Gl...-V..L.-> AD tiN -r= /J t:. p h K trffi /. /I. '-r- () k ( f t' ~' /-L .1// '7 p ~'\....- 'C' . / Gfrl{ AG~ '" c..~ ce /1.: I ({to , , INSULATION PER N. Y. STATE ENERGY CODE , ^ f kt1. '1 7 Jl ., " .. ~ II --I,h- :..... 0 1\. /'7J">. - ..I ~ ~I "'i~ ~ FINAL , " Ir',\l 1 ~F\hD ;JT', c-. I~. A ItI?L k.... . , T ,,^'"1 -. . t\rh;. v 11 I '.A / r- ;:;-;;JJ JJ{7 ALl 'L.... Rt' If" j ~ "^- """.n. .1. ,'<' > r \ Anll\ 1\ .u - r:. B N. 1 A.. ./ IL ./~ _ U a n-' IIt\..I,}l....C 1 v -:..J I h........o . ~.J/)uV .1/1 ... {J'>-.,>. /J J1 .\ , .;/. ,. I . "'::-iU...... 010 "...' it-r ----- ~ Ol,)c. ~~ J U , ~PO)J~f/ I ,-. ,'rod 'nlf.......Al -",,-""'"'In--'\J f \)' . v ~ ,ADDmONAL COMMENTS / 2/(/1 ~, -f(~ r&-Ik. /;] '.' :\- ,,,. r\" d r ;0' '-..J " - l":I . "'i::;-~ , ~ ~.., 4 ,,~ ,.' ~= Ol":l I ~ C).., r'= ~~ .......... '-It' I , 'f;-;-1,tJ1 ,&6ti ~ ~(/. "I<. /- 1.J? -')1;-01 Jlh':J r E /1> A 1-, 1'11./ ~ ~. . j, ,::rI . f ?iJ';ro7 II.., oj) ~. ~ f'\i...- \1'. <T rr !I , , , SURVEY OF LOT 3 SUBDIVISION FOR REYNOLD F. BLUM ~WILLlAM A. L1TTEL FILED AT SOUTHOLD TOWN HALL SITUATE: CUTCHOGUE TOJ^tN: SOUTHOLD SUFFOLK COUNTY, NY SURVEY 02-13-2006 AMENDED 02-28-2006 FOUNDATION LOCATION 12-28-2006 SUFFOLK COUNTY TAX LOT NUMBER 1000-103-1-1'1,8 CERTIFIED TO, T/MOTHY BLASKO REGINA BLASKO .' \{\o0;, ." O~ .' .;(\\ .".- ( p..-.J0- C-,\ '\2j0 ,,;:;;<,,\\\-;\.0,\)8 7/ \,\0 ~/" NOTES, AREA = 40,383 sa FT OR 0.'13 ACRES FEMA ZONE FROM MAP NUMBER 36103COl63 G EFFECTIVE DATE, MAY 4, 1'1'18 PARCEL LIES IN ZONE DISTRICT R-80 AND IS SUBJECT TO THE CODE PERTAINING TO NON-CONFORMING LOTS. LOT COVERAGE = 3,816 SF OR '1.5% GRAPHIC SCALE ~ 111= 50' I ~ " ~"" \~~. '6, /.;\ 0' \ .~.~~ ,,-\o'\:l ,~..- .'----e.f\...,J0 -: ~\..."- ,-0\'0.\00 '11:I---.. " _''Q'!I " , , , , , , , , , - - .... , -- , , Lot 113 ' \ ~ ", ~.. "'" fh~ , , , , " ~ , ',j) \........ _-iI'-,. \ .... .... :i,l:. ,-- EDGE---__ - - - - (as Flq OFTIDAL - - - -..... 9ged .John Ehl;;,.~TlANDS.... .... ~ 010202)-'.... ~1t>_ '" 1- __ 1-0~ 1-0-'0) (.~,.iy. Y,....,-;I"1Y" /0-,fo 4>--%0 7.i~ ~ '-Of ".? ,A7~ ~~ <'0 2' "" X' ----= NBl "26'19"lV 36.53' 4"t{1 ." '3'",~ ~a,- ~ 4>-.r80 ~ ""'- tt."..r~~ ~ N W1fE S ~-""-"'""- ....--.g..........._~......" _....._~_.2.....h _T""'__........ ...=, "::. '::;::r:' ~ ~ ........____tot._trw -. ~--:r~~":::: ~~J"~r...Urd~""'...... t'l!---y--"'"--.....~ ~:=.,.".~~:""~ ~~ :::.:.::-.::- ""'Q~ "'tM~dllw'-"*'9__. ~ __ftCIl:~tD__ JOHN C. EHLERS LAND SURVEYOR N.Y.S. LIC. NO. 50202 6 EAST MAIN STREET RIVERHEAD, N.Y. 11901 369 8288 Fax 369 8287 REF. \\Compaqserverlpros\Ol\OI 318 FOUNDATION SURVEY 02-13-2006 AMENDED 02-28-2006 SUFFOLK COUNTY TAX LOT NUMBER 1000-103-1-1"1.8 CERTIFIED TO, TIMOTHY BLASKO RE01NA BLASKO p..0-"\ -.,Jp..U I I /~ ------~ <: /~ -, -'___' <\ Qc ' , ~ '"" " ~ <:(c x- " " ~~ ~C;,' \~~.. ,/ . ,'. .%.~~ ~S' ").0 " / , / 0, , / '..... t.. "....- ~', ~ -- -- ,,0 --------~ '~.-~ ' \ , ~,~ . C"",,'" ~e e... '~ ,,\ 0.... -tYv."> \ P \?i N W*E F " S SURVEY OF LOT 3 , SUBDIVISION FOR REYNOLD F. BLUM tWILLlAM A. L1TIEL FILED AT SOUTHOLD TOWN HALL SIlVA TE:ClJTCHOGUE TOWN: SOUTHOLD SUFFOLK COUNTY, NY n"TF~~-:pb I I , , , , , , , , / / o ~ ",,'" t- .0' ,>.;> \ Test Hole 12-1'1-01 EL='1 D~' I "O~ DC Sill~ IB C=m 2' 0: ,,~ MC :5 Slit ... 5' o::E;!!: "O~ ~~~I c~ ~ 5.5 Z ~ >"Iot..~ Qiii <l:, "O~ ~ t- !1.' c;~J IU~lI.d !.lJ<O' 7 B. t III t:: :rq ZZt- -<_Ii zlili51 l'lot..~ Q~:I:I Pole "O~ ~ Fl~e !e..... >-l '0 CO"".... > a:J. ""' ~ I >< . LLI ~,e ~ :>~. . . T OF HEAL 11l SERVICES SUFFOLK coUNTY DEPARTMEN. . ~ - ..... .~""""R~~,("'~"''':''}N FOH ^ n"i:'7'\1\'"71rjl' ~~~c ,:\'PP~H~'~,' -l':...._~~".~..;.._0.i_;-~_,.~~~~..~-~;\!~y c .011.'-'- -'." - ".~. "'-'~' if V '_.VC --c-' -- - - :}.,~''il\...'!-'''''~-' rr,-~ .- AFPRD\:T~:." .----~--"""'"~. .,' :1- r:P ,.( 4"%0 . 73~ "~ , . , , Lot 113 -,' U', " , , , , , , - - ,-' ED6E---- - -- - - -.... (as fla OFTlOAL - --':" -_ gged John Ehl~TLAN05 - _ "- ~" 01-02-02) - - - ~1f'>. ''0 8. "'- ,-- , I I - - I - - - --=:::.:;. - - - --------- - --' - - 6_ ._' - \"'<:~ /~'" ~ . \ ~ -. _'-_..... \\ tP -, :'":";:,, ~, ~ , ,~. '_ "'>'''''''> ". i2., A. ''2;:,\(/'' \ u "Y63'J".2~ ."; ,.'; ,\<~~~\ \\ ~..,. ~ ~?:-b~;~,,,~)il "~;f~ "3" 'Y " { ) -~'::::~J~~> --..~ , , , , .) NOTES, AREA = 40,383 sa FT OR 0."13 ACRES FEMA ZONE FROM MAP NUMBER 36103C0163 0 EFFECTIVE DATE, MAY 4,1"1"18 ELEVATIONS SHOHN REFERENCE N0VD'2"1 PARCEL LIES IN ZONE DISTRICT R-BQ AND IS SUBJECT TO THE CODE PERTAININ0 TO NON-CONFORMIN0 LOTS. SEPARATION DISTANCES BETWEEN HELLS AND SEFTIC REGlJIRE 40' OF Ji'lATER IN THE HELL LOT COVERA0E = 3,816 SF OR "1.5% 'c,,,,",;" ..~ GRAPHIC SCALE 1"= SO' I ~_____--.J JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S. LIe. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.-\\Compaqserver\pros\0l\01::-.318C.pro _._. j _._~-' '._.- ---- ,.., -","" ~ SURVEY OF LOT B SUBDIVISION FOR REYNOLD F. BLUM ~WILLIAM A. LITTEL FILED AT SOUTHOLD TOWN HALL 511lJA TE.ClfrCH06UE TOWN. 5OUTHOLD SUFFOLK COUNTY, NY SURVEYED 01-02-02 REVISED SEPTIC 02-26-02, 04-16-02, 05-02-02, 06-1'l-02 01-12-02, 01'>-16-02 SUFFOLK GOUNTY TAX LOT i'UMBER IOOO-103-1-I'l.1'> CERTIFIED TO, VINCENT PARENTE SUSAN PARENTE FIRST AMERICAN TITLE INSURANCE COMPANY OF NEIi'4 YORK ABSTRACTS, INC. TITLE #5bSS'l163 AREA = 4O,3I'>S SGl FT OR 0.'l3 ACRES FEMA ZONE FROM MAP i'UMBER 36103G0163 6 EFFECTIVE DATE, MAY 4, l'l'll'> ELEVATIONS SHOIi'4N REFERENCE N6oYD'2'l PARCEL LIES IN ZONE DISTRICT R-OO AND IS SUBJECT TO THE CODE PERT AININ60 TO NON-CONFORMIN6 LOTS. SEPARATION DISTANCES BETli'4EEN Ii'4ELLS AND SEPTIC REGlUIRE 40' OF Ii'4ATER IN THE Ii'4ELL LOT COVERA6oE = S,e16 SF 0R.'l.55l\ GRAPHIC SCALE SO' , .... - - - ,II.NCE " O\0~" " 6\...E,t>..R1NG ~9 \ " , "'\ eft" - \ \ " ,,^' \ - -.:: \' \ V ..\\~ % I"~ ~ \ ........ , s' ' -)....... - -.... ~ ./ \ \, / \ \ .... " ' , ' \ ,J", '_ '.- 'if >vert..;;,- - _ ~ - -- "I. DSI"'fj-'-- -"- "9ik;; i:.~ - -ys;;;.~ vs!io;: *1 , , ,f&- , ( " ~ 0", ' , ~ <loX'" :' t>> (~, "\{~ CS :' ",t:l.,~" ~,' I~. ""I , , " , 0"-/ <J' . -8........ - 6_ , , ,- - - , ,I , 1 , 1 " 1 * - ----- " ;>--------- SEPTIC DETAIL not to scale .p:t l,~ . I to.5 , * ~1'26'19"W 36.53' * I!xisting grade Jl. 2' . n. . cover tov.. 10.1 .in. pitch I/A" per ft 10v.- 9.' .in. pitch VA- per It Nx.2' 1I1n. S' cover leaching pools - ." deep 8' d~a. 300 ..f. Sidewa)) tov.- 9.' EL= 5.4 .in. 3' sl!parat Ion ground water EL= 2. -'"" i'o.." _LD N\'.D .,,~,Ci'''~ ,..... "I'~O 'V,'ll> - 'to"l' CO~ to"''P ~.o. ' l'",,1>~l" . -pt."!:"- ~ --' ~ ", 'tJ', - 3.l'~ :lk. N W+E S Test Hole 12-IQ-OI EL=Q ""'" ...- OL ~ 2' ........ ... ~" 5' ........ "" ~ 6.6' ........ . ........ "" ~ ]' ........ . ..... ........ '" - '" c-.. ..... '3' ~_"'__"'''"'''''''''l _-"'9..-................,.,....-..1.... _lo>l",""'Nell<><l'12O'l,__::t,,'\tIolo _....""-_E<l<<"...""l.oo<.. ,..;,c;~./::.:..r:",~;-1:' ~ ':...~ otoooped__'IMo""",""",,,..tGl>>""'''1noo -~' ""-~'~_""''''''''T'r~lh<ll_ __.....F""_-.:li'l_~...k~_. ..t"'9('.oc:1.-"'''''....ti<..f'''u..cl~~ tRj~_.,.___Il>U"n"'Pr"'_ L_~._~...t.Iu>,.........,"""onIiJ to___'.,..........__'<'e\j..F""~, ::"~=:'~~:-,~~::.":'.:; "'__~'" _ ~""'t_, c-u"". Uo>no.,...noI.It"G'lOl'..."....W___Kot...... JOHN C, EHLERS LAND SURVEYOR N.Y.S. LIe. NO. 50202 ,;: .;. 6 EAST MAIN STREET RIVERHEAD, N.Y. 11901 ~".,::. 369-8288 Fax 369 8287 REF. \\lIp ser\>er\d\PROS\OI ; 318e.pro lQoo~IO~,. \-L9.8 TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET 15 Lj VILLAGE DIST. SUB. LOT tv/C\IO ? , t~ 9' ACR. O. 0 TYPE OF BUILDING RLOvlS~ \ S W RES. SEAS. VL. Po FARM o COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS . i' I ~ (rlJ r~" Ti liable Hause Plat FRONTAGE ON WATER FRONTAGE ON ROAD DEPTH BULKHEAD Waodl.and Meadowland Total , I .__J Building Inspector I APPLICATION FOR BUlLD,G PERMIT Date 5V1'l<<:'" I BUltDING PERMIT APPLICA nON CHECKLl::>_ Do you have or need the f07"g, before applying? Board of Health /. I 3 sets of Building Plans V I Planning Boarjl approval Survey ./ 3 ;:)-d~ q_ Check -::l: I 'fro' I Septic Form / \~ N.Y.S.D.E.C. ./ ....", Trustees I Contact: Mail to: '1'imnt"hy Rl;::aJ;lkn PO Box507 Peconic NY 11958 Phone: iT31 l'S4-/) /) ?-p5- iff/atJ (~) TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www.northfork.net/Southoldl PERMIT NO. 1~:r' 202L . ,20 {)J;. Examined Approved Disapproved alc ,/ A.-tf ,20~ I Expiration :L 2006 '- INSTRUCTIONS a. This application MUST be completely filled in by typewriter or inl ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. . ~ b. Plot plan showing location of lot and of buildings on premises, reI tionship to adjoining premises or public streets or areas, 'and waterways. \, c. The work covered by this application may not be commenced ber. re issuance of Building Permit. d. Upon approval of this application, the Building Inspector will iss 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 urpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not c mmenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no z ning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may autho 'ze, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. ~ APPLICATION IS HEREBY MADE to the Building Department fo the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of South old, Suffolk County, New Y rk, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or fo,removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building co e, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. I ....-----=-- ~ '---- I (Signature 0 applicant or name, if a corporation) PO IBOX 507 Peconic NY 11958 , (Mailing address of applicant) I State whether applicant is owner, lessee, agent, architect, engineer, ge1eral contractor, electrician, plumber or builder I Owner Name of owner of premises Timothy Blasko (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. 110Ri\ HT Plumbers License No. 1593 P ",,- 7- ss ~ _? Electricians License No. I 0 l) S - g ::>ther Trade's License No. '\.............. " County Tax Map No.1 000 Section Subdivision 103 I II Cutchogue Hamlet i Block~ Filed Map INo. I I I 1. Location of land on which proposed work will be done: Vinevard View Lane Street House Number Lot 19.8 . l:.n .t,,'.. ,'0 .~... -''''''<' .-, f.. 'T (", ~ (Name) ~ ,;, :,11 2. State existing use and occupancy of premises and intended use d occupancy of proposed construction: a. Existing use and occupancy Vaccant b. Intended use and occupancy Residential, Single amily Dwelling 3. Nature of work (check which applicable): New Building Repair Removal Demolition xx Addition Other Work Alteration (Description) 4. EstimatedCost 238,000.00 Fee 5. If dwelling, number of dwelling units If garage, number of cars 2 1 (To be paid on filing this application) Number of d elling units on each floor 6. Ifbusiness, commercial or mixed occupancy, specify nature and xtent of each type of use. N / A 7. Dimensions of existing structures, if any: Front N A Height Number of Stories Rear Depth Dimensions of same structure with alterations or additions Front N / A Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 59' 10" Height 29' -1 15/16" Number of Stories:; Rear 51' Depth 48'6" 2 9. Size oflot: Front 1 '51. '56' Rear Depth 111 li1' , 10. Date of Purchase Name of Former Owner J 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance 0 regulation? YES_NO xx 13. Will lot be re-graded? YES~ NO_Will excess fill be rem ved from premises? YES_NOxxxx 14. Names of Owner of premisesTimoth~' E-J .""l,e- Name of Architect A"i Q Am~ri C" Name of Contractor AddressPO B " 507 Address Address Peconic Phone No. 631-734-7575 Phone No <;07_7<;1_1700 Phone No. IS a. Is this property within 100 feet of a tidal wetland or a freshwat * IF YES, SOUTBOLD TOWN TRUSTEES & D.E.C. PERMITS b. Is this property within 300 feet of a tidal wetland? * YES xx * IF YES, D.E.C. PERMITS MAY BE REQUIRED. wetland? *YESxx NO - Y BE REQUIRED. NO 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 OFSuffolk ) Timothy Blasko being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the Owner (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 befo. re me this 2 / day of U/J'.-L 20-t2!L ~t"2ld<. ~ (JAH:ifL!./(/ Notary blic . LINDA J COOPER NOTARY PUBUC, State of New York NO. 01 C04822583, Suffolk Coul)Iy /. Term ExpIrea December 31, 2O.J..4'" ------~ Signature of Applicant 06-13-2006 14:23 RICHARD SAETTA GC INC 6317654999 PAGE2 ~Jamc6 FI, King. President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen John Hol7.apfel Tuwn Hall S:~()9r, Rilute 2[, P.O. Box 1179 Southuld, New Yurk 1l971-09{;9 Telephune (631) 765-1892 Fax (631) 76[,-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 9, 2006 Ms. Courtney Gallagher Richard Saetta General Contractor, Inc. 64355 Main Rd. P.O. Box 2047 Greermort, NY 11944 RE: llMOTHY BLASKO VINEYARD VIEW LANE, CUTCHOGUE SCTM#103-1-19.8 Dear Ms. Gallagher: The SO'Jthold Town Board of Trustees reviewed the survey prepared by John C. Ehlers last dated February 28,2006 and detennined.the proposed construction .of a single- family dwelling and sanitary system to be out of the Wetland Jurisdiction under Chapter 97 of the T0wn Wetland Code and Chapter 37 ofthe Town Code. Theref,c'rlf>, in accordance with the current Tidal Wetlands Code (Chapter 97) and the Coastal Erosion Hazard Area (Chapter '17) no flermlt is required. Please be advised. however, that no construction, sedimentation, or disturbance of any kind may take place seawarci of the tidal wetlands jurisdictional bounc Jry or seaward of the coastal erosion hazard c\f'3a as indicated above, or within 100' ;andward from the topofthe bluff, without tuiher authorization from the Southold "(own Board of Trustees pursuant to Chapter 97 and/or Chapter 37 of the Town Code. It is your responsibility to ensure that all nece~$ary precautions are taken to prevent any sedimentation or other alteration Of disturbam;!'l to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate w,'.'rk ;area oetween the tidal wetland jurisdictional boundary and the coastal erosion hai:,ml are'!! and your project or erecting a temporary fence. t..~rrier. or hay bale berm. 106-13-210106 14:24 RICHARD SAETTA GC INC 6317654999 PAGE3 2 This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, JbKi~~nt Board of Trustees JFK:lms .. ~..I' .!(S CroRGE E.. PATAKI GoWIUiOR STATE OF NEW YO. DKPAR.TME"'liTOF8TA~ 41 STATE STRU~ _ J ALIw\"Y,NY 12111-ocMll i i I I ttu.1>V A. DANIUS SEcuTARVOFSTATP; Mr. Alan Harmon Excel Homes, Inc. RR#2, Box 683 Liverpool, PA 17045 , Marc~ 18,2005 i i RI1:IM 0497-42-073 SYJttln approval - CONDITIONAL RENEWAL i I I In reference to your written request dated December 2<<1 ~p04, your original approval dated January 24, 2003, to construct Factory Manufactured Detached One- an"~WO-Famlly Dwellings and Multiple SIngle- Family Dwelllngs (Townhouses) System of Models designated. . 0497-42-473, is hereby renewed as authorized under 9 NYCRR 1209. This approval will remain in effect until!i nuary 24, 2007 unless sooner revoked, and is subject to renewal thereafter. . BaUdlngs maDufadllred ander this .pprovetare limited to iBstr, tiOD on sltel meeting the foHowlng criteria: :'1 1. The SelsmleDeslgo Category as determlued by geocttphle loeadoo and loll SlteCI..s Is Umlfed as follow", .1 Seismic: Deslgo Category A, B, C for Det.eb~ ~De- and Two- Family DlI'eJUags. I Dear Mr. Harmon: Supplemental Conditions of Approval i In addition, the conditions under which system approval is gmntf'l are: L The manufacturer is to submit to the Division a dUP$~~ te of the permit set for each dwelling to be instaned in New Yolk State. Each permit set is to be i. led and signed by an architect or engineer registered in New York State and is to bear that architect' engineer's certification that "tIae plau..d speelllca!ions of the permit set are derived from and. onslstent witla the pl..s ..d speelllcations assodated witla this approval on iIIe wltla the D1visiq, aDd this eondltional approval letter. . The certifYing architect or engineer may not be affiliated I<!~ associsted with !be manufacturer's quality assurance agency. The following are specifie requirem~ regarding the contents of the ~..... f"<~OF NE",,~. ,f.<..'r-' ro'\: t c, .# OJ.I! ~~ :;,'" t?v 'S:: \ .~"?) B n w 1.1. A sel of drawings comprising at a minimum: 1.1.1 Cover sheet which contains infort!l~tion on: - Projecllocation - Design criteria: listing of applicable sign loads such as Groiili Seismic Design Category, Wind Speed\ 'ye Load.. Dead Loads, etc:'O"'ESSIO"t:~." . W/f/fllmlljllllm\\I\\I\I\\\~ . Applicahle building codes and desill'1 ~ ifications - Energy code information: statement I~ professional of compliance with Energy Conservation Construction Code of ~ York State, 2002 Edition. Method of compliance and pertinent documentati,~ shall be provided. - Occupancy classification . Mr. Alan Harmon January 24, 2003 Page #2 - Construction type classification - General notes - Index of drawings - Manufiwturer's title block - Certification, by design professionfl,i of derivation from approved system set drawings and this conditional approwlletter L 1.2 Elevations . 1.1.3 Floor plans which convey the infoSation on: - Required and provided light, ventil~/i n, egress, window and door schedules - Unambiguous identification of sfru41 . members - Smoke deteetors and GFCI InteJruptJ!rotection 1.1.4 Foundation plan . , 1.1.5 Building cross section with infQJ;lj.ation on: - Bwlding integration (module connel:l\ons) details - Location of required fire stopping i - Roof truss bracing and structural eotl~ections I.L6 Roofsystem ' - Special requirements addressed (such las sliding, drifting or unbalanced snow load conditions) i I. 1.7 Non-typical details (such as pro,'" lroof, cantilever beams, etc.) 1.2 Summary of references to system for selectj,n of structural members. 1.3 Each page of drawings and calculations sIlo\Jld be signed, sealed, and dated by New York State registered design professional. 2. The manufacturer will submit a weekly report sum'1'lIfizing (listing) all permit sets with information about project location, production serial number, and ~S insignia number. , 3. The manufacturer will promptly address the deficien~~ of submittals. 4. The system conditional approval is subject to termbl~tion upon evaluation of compliance with the provisions of the Uniform Code. I 5. The Division will conduct quality control review of ~ set submittals to evaluate compliance with the above conditions and with the provisions of the ResiJe1tiai Code of New Y oric State. Deficiencies will be reported to M"ufaetarer ume and are to be pro~y addressed. The approval is indicated by the New York State D~1mt of State ~Stamp of Approval~placed on the accompanying set of plans and by the qualifying letter dated M",* 18, 2005 A copy of tile first two pag.. of tills letter shan accompany "~!II set of plans submitted for a buDding permit aud be deemed a dupUcate or\giDaL Ronald E.~, R.A. Director . . . Division ofCl1de EnfolCement and Administration Enclosure 00: PFS Corper.doB 02073CAL _Renewal.wpd Fax. (516) -765 - 1366 JAMES A. RICHTER, R.A. ENGINEER TOWN OF SOUTHOill, NEW YORK 11971 JOSHUA Y. H SUPERVISOR TOWN HALL - 53095 MAIN ROAD Tel. (516) -765 - 1560 OFFICE OF THE ENGINEER TOWN OF SOUTHOLD April 4, 2003 AI Krupski - President Board of Trustees 53095 Main Road Southold, New York 11971 Re: Vincent & Susan Parente SCTM #: 1000-103-01-19.8 Dear Mr. Krupski: I have reviewed the drainage plans, dated 3/11/03, for the above referenced project that were prepared by Mr. Larry Tuthill, Professional Engineer. As you know, the volume of runoff generated within the farm fields to the north during a rainstorm is overwhelming. The original design for this minor subdivision allowed for excess runoff to run through pipes under the gravel road and meander through the last undeveloped lot where it would dissipate into the adjacent wetland area. The installation of new concrete leaching pools will provide for additional recharge into the ground water table. The new drainage piping shown on the drawing will allow the remaining runoff to bypass the new construction without creating an erosion problem. The concrete headwall & apron will allow the overflow to dissipate into approximately the same area of vegetated wetlands without eroding the developed portion of the property. I have compared this proposed drainage design with the plans from the original minor subdivision approval and offer the following conclusion. This proposed drainage design meets the minimum requirements established by the TOwn Planning Board under the original site plan approval. If you have any questions concerning this report, please contact my office. 06-13-2006 14:23 RICHARD SAETTA GC INC 6317~~4999 PAGE2 .Tam~6 F', KillK, President Jill M. D(>hc11.y, Vice-President f'ei:ilY A. Dickerson Dave Bergen John Ho17.al'fel Tuwn Hall 5:~()95 Ri>1IU! 25 P.O. Box 1179 Southuld, New Yurk 11971-0959 Telephune (631) 766-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 9, 2006 Ms. Courtney Gallagher Richard Saetta General Contractor, Inc. 64355 Main Rd. P.O. Box 2047 Greemlor!, NY 11944 RE: llMOTHY BLASKO VINEYARD VIEW LANE, CUTCHOGUE SCTM#103-1-19.8 Dear Ms. Gallagher: The SO'Jthold Town Board of Trustees reviewed the survey prepared by John C. Ehlers last dated February 28, 2006 and determined the proposed construction of a single- family dwel!:ng and sanitary system to be out of the Wetland jurisdiction under Chapter 97 of the TJwn Wetland Code and Chapter 37 of the Town Code. Theretl_'IIS, In accordance with the cum~nt Tidal Wetlands Code (Chapter 97) and the Coastal Erosion Hazard Area (Chapter '17) no r/ermit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seawarri of the tidal wetlands jurisdictional bound..lry or seaward of the coastal erosion hazard .,('3a as indicated above, or within 100' iandward from the top ofthe bluff, without tuiher authorization from the Southold -(own Board of Trustees pursuant to Chapter 57 and/or Chapter 37 of the Town Code. It is your responsibility to ensure that all nece~,sary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area. which may resu't from your project. Such precautions may in::lude maintaining adequate w,..rk .area "etween the tidal wetland jurisdictional boundary and the coastal erosion haMrd are? and your project or erecting a temporary fence. t".:mier. or hay bale berm. 06-13-2006 14:24 RICHARD SAETTA GC INC 6317654999 PAGE3 2 This determination is not a determiniition from any other agency. If you have any further questions. please do not hesitate to call. Sincerely, J~Ki::~nt Board of Trustees JFK:lms ti ~~ .. STATE OF NEW YO* DKPARTMEJ","T OF ST."", 41 STATE S'l'RUTI . i AL"""....NY 12231-elot\l lWI"DV A. DAl\1ELS SKcRBTARYOF STATIt GEoRGa E. PATAKJ GoVERNOR , Matt~ 18, 2005 Mr. Alan Harmon Excel Homes, Inc. RR#2. Box 683 Liverpool. PA 17045 I RI1:!~ 0497-412-073 Syst,jo approval - CONDITIONAL RENEWAL , ! , ! I I I I I 10 reference to your written request dated December 211,' ~.. ' 04, your original approval dated January 24, 2003. to construct Factory Manufactored Detached ODe- aDd .' o-FamDy OweDlDgs aDd Multiple SlDgIe- FamIly DwelUDgs (TOWDhoD_) System of Models designated M 0497-412-4173. is hereby renewed as authorized under 9 NYCRR 1209. This approval will remaiu iu effect until!J nuary 24, 2007 unless sooner revoked. and is subject to renewal thereafter. It Sanding_ manufactured UDder tbls approval are liJplted to IDst~l-tioD on sites meeting the foUowing criteria: ;;n:::: Seismic De.lga Category as determlaed by geo.r.rtPhleloeatloa aad .on Site CIa.. Is Umlted as SeI.mle Deslga Category A, B. C for Det.eh<<l1ae- aad Two- Family Dwelllag.. ! SapplemeDtaI CODditIoDs of Approval I In addition, 1I1e conditions under which system approval is graDtl:J are: ! I.The manufacturer is to submit to the Division a dupli4tl: of the permit set for each dwelling to he iustaUed iu New York State. Each permit set is to he~' led and signed by an architect or engineer registered iu New York State aod is to hear 1I1at arehitect ' engineers certification 1hat "the pia.. ad speclfleatIons of the permit set are derived ftam aa": oaslsteat with the plans ad speetDeatlons as.odated with this approval OD file with the Divlsl". nd this eODdllIoDal approval Jetter.- The certifyiug architect or engineer may not be affiliated Ill_ associated with 1he maoufactorer'. quality assurance agency. The following are specillc requirem~ regarding 1he coDlcnts of1l1e ~~ . '. h~~~ , ,', ",-'" 0 J o~~ g, t:j :~" .~ -'.L~ /< O'{" T\ 1.1. A set of drawings comprisiug at a miuimum: . . I ~:~ ~ 10 \ 1.1.1Coversheetwhichcontaiusiufo11l1~tionon: ' n P' w' - Project location , .' & - Design criteria: listiag of applicable ~ign loads such as Groud\i. ' " <t... Seismic Design Category. Wind Speed> :I(.ive Loads, Dead Loads, etc.,.",.,.tESS\O~t;..", A J. bl buildin d ad de. '~ill ati' 1/(III/WIlMIIll\\\\'I\llo,\\\'" - pplC8 e gco esa Slll'1~ cons _ Energy code information: statement!~ professional of compliance wi1l1 Energy Conservation Construction Code of lV.. York State, 2002 Edition. Method of compliance and pertinent documentation I shall he provided. _ Occupancy classification i Dear Mr. Harmon: ... ' Mr. Alan Harmon January 24, 2003 Page #2 ~ Construction type classification . General notes - Index of drawings - Manumcturer's title block i - Certification, by design prOfessio~1 of derivation from approved system set drawings and dlis conditional appro~l\lletter 1.1.2 Elevations ' , 1.1.3 1'I00r plans which convey the ijlfo rmation on: I - Required and provided light, ventil,1i n, egress, window and door schedules - Unambiguous identification of stru I members I - Smoke detectors and GFCI Intemt'*i tection 1.1.4 Foundation plan 1.1.5 Building cross section wid! info - Building integration (module conn ons) details - Location of required fire stopping , - Roof truss bracing and structural cop~ections 1.1.6 Roof system , , I - Special requirements addressed (suqh!.. sliding, drifting or unbalanced snow load conditions) , I 1.1.7 Non-typical details (such as proM' !roof, cantilever beams, etc.) 1.2 Summary of references to system for se1ect/+n ofstructura1 members. 1.3 Each page of drawings and calculations s~"l1Id be signed. sealed. and dated by New York State registered design professional. ' ;.' 2. The manufacturer will submit a weekly report sumt1iltfizing (listing) aD permit sets with information about project location, production serial number, and JilMs insignia number. I;! "; 3. The manufacturer will promptly address die deficienft~s of submittals. 4. The system conditional approval is subject 10 term#~tion upon evaluation of compliance with die provisions of die Uniform Code. i ' i I! I 5. The Division will conduct quality control review Off' . set submittals 10 evaluate compliance wid! the above conditions and with the provisions of the Res' ','I tialCodeofNew York State. DeficiencieswilJ be reported to Mnufaetarer ....me and are to he pronlp yaddressed. ! The approval is indicated by the New York State Departmit of State "Stamp of Approval" placed on die accompanying set of plans and by the qualifying letter dated M ., I g, 2005 A copy of the first two pages of this letter shall accompany cae, set of plans submitted for a buDding permit and be deemed a duplicate orlglaaL ' Ronald E.~, R.A. Director ; , : Division oft~e Euforoement and Administration Enclosure 00: PFS CorporaUoa 02073CAL_Renewal.wpd . PROJECT: LATERAL ANALYSIS & DESIGN FOR: NY HOUSE MODEL : 31'.6" x 51'.0" Two Story BUILDER: A VIS AMERICA Project 13061707 Structural Eugineering Resources Project: Lateral Analysis & Design, SN Q1306l707 Builder: A vis America Designed by: JBF Date: Mar. 29 2006 Page lof 6 Criteria For Lateral Analvsis & Desil!n 1. Scope of work: The project includes I) Lateral Analysis & Design of residential 4 Unit two story 2. Codes: The design shall be based on International Residential Code 2000 and the Residential Code of New York State. 3. Loading: Application ofIoads are per ASCE-7 and AF&P A 200 I Supplement!WFCM The wind load shall be calculated considering following. Basic wind Speed, (3-second gust) 120 mph. Exposure Category = "c" 4 Analysis The design lateral wind forces along directions parallel and perpendicular to ridge shall be calculated from wind load intensity as calculated using codal provisions of AF&PA 2001 Supplement!WFCM. The total shear along the shear wall lines in both directions shall be calculated considering the tributary area particular shear wall line supports. Woodworks runs the wall analysis first as a "Flexible Diaphragm Wind Design" and then secondly as a "Rigid Diaphragm Wind Design". The BEST case is used for design not the WORST case. The plan sheet from W oodworks indicates these BEST case loadings. Anchors at the endwalls; W oodworks combines the worst case end forces at the ends of each panel with the next adjacent panel when in reality the loads would actUally cancel out as one panel end will have an upward force and the adjacent panel end will have a downward force. In each case a straps are provided at the end of each panel, or each side of marriage wall joint, and have a combined load capacity of the total load indicated on Woodworks output. Wind Pressure Calculations: per attached WOODWORKS SHEARWALLS computations. Basic wind velocity = Exposure Category(MWRS) Roof Slope 120 mph. "e" 7:12 300 Shear wall Swnmary Per attached "WOODWORKS SHEARW ALLS" computations. All first and second 1I00r walls and gables: 7/16" OSB exterior, blocked (9'0"walls first 1I00r and 9'0" second 1I00r) Unless noted otherwise 8d common nails- edges at 6" on center, field at 12" on center y," GWB interior, 5d nails edges and field at 7". OTHER WALL TYPES SPECIFICED ON PLANS Structural Engineering Resources, LLC Avis Job # : QI3061707 SER Job # : 2006067 Mar. 292006 Roof uplift computations per ASeE 7-02, see attached comp sheet Maximum upJift force j;:2$:'~7?, psf Root load at extieror wall = 28.97 pst x .3;1l5i: I :"{ + 1 'overhang= 258 pit Roof load at interior wall = 28.97 psf x2ll,1l5' I 229 plf ~s tie down to double too plate. naif to underside of double too olate Exterior Wall 258 pit x truss 2 ft. on center = 516 # per truss Use 1%" x 26 9a. Strap wI (12)-16 ga. staples each end Marriage Wall 229 pit x truss 2 ft. on center = 458 # per truss Use 1%" x 26 ga. Strap wi (12)-16 9a. staples each end .dble top plate to studs. 2x at 16" on center. and stud to bottom plate Exterior Wall 258 plf x studs 16" on center = 344 # per stud 344 # per stud I 36 # per nail = # nails per stud Use 1%" x 26 ga. Strap wi (8)-16 9a. staples each end Marriage Wall 229 pit x studs 16" on center = 306 # per stud 306 # per stud I 36 # per nail = 9 naits per stud Use 1Yz"x 26 9a. Strap wI (6)-.16 ga. staples each end - -'ate to second floor rimboard Exterior Wall 258 pit I 90 # per nail = 3 nails per foot OR one nail every 4 inches Use (1) 16d -0.131 pneumatic nailed x 3%" (faced nailed) Z=88#@3"o/c Marriage Wall 229 pit I 90 # per nail = 3 nails per foot OR one nail every 5 inches Use (1) 16d -0.131 pneumatic nailed x 3%" (faced nailed) Z=88#@3"o/c _ Ij )"r rim board to flrst floor ceilinG rim board Exterior Wan 258 pff I 555 # per strap = 0.46 straps per foot OR one every 2 feet Use (1) LSTA 9@T-O-o/c Marriage Wall 229 pit I 555 # per strap = 0.41 straps per foot OR one every 2 feet Use (1) LSTA 9@2.-O"oIc ~oor ceilinG rim board to double top plate ~erior Wan 258 pit I 312 # per strap = 0.8269 straps per foot OR one every feet Use 1%" x 26 ga. Strap wI (6)-16 ga. staples each end Marriage WaR 229 pit I 312 # per strap = 0.734 straps per foot OR one every feet Use 1Yz" x 26 ga. Strap wi (6)-16 ga. staples each end nBbr double top plate to first floor studs and studs to bottom plate Exterior Wall 258 ptf x studs 16. on center = 344 # per stud 344 # per stud / 36 # per nail = # nails per stud Use 1%" x 26 ga. Strap wI (6}-16 ga. staples each end Marriage Wall 229 ptf x studs 16. on center = 306 # per stud 306 # per stud I 36 # per nail = nails per stud Use 1%" x 26 ga. Strap wi (6}-16 ga. staples each end ~ottom Dlate to first floor rim board ~WaU 258 pffl 90 #pernail= 3 nails per foot OR one nail every 4 Use (1) 16d -0.131 pneumatic nailed x 3W' (faced nailed) Z=88#@3"o/c Marriage Wall 229 pit I 90 # per nail = 3 nails per foot OR one naU every 5 inches Use (1) 16d -0.131 pneumatic nailed x 3%" (faced nailed) Z=88#@3"0/e . In mi'B'ft sill plate Exterior Wall 258 pit I # # per nail = Use (1) LSTA 9@2.-O"0/e Marriage Wall 229 plf I # # per nail = Use (1) LSTA 9@2.-O-0/e 0.46 straps per loot OR one every 2 feet 0.41 straps per foot OR one every 2 teet Structural Engineering Resources Project: Lateral Analysis & Design, SN Q 1306 J 707 Builder: A vis America Designed by: JBF Date: Mar. 29 2006 Page30f 6 Connection Summary: Connections to be as specified or equivalent Horizontal floor diaphragm continuity: Ceiling to ceiling rim board @ mate line: Use y," diameter througb bolts @ 6'-0" on center. and@end wall: use I y," x 22 ga. Strap wi (20)-16 ga. staples each end. Modnle to Module at rim board @ mate line (same both floors): Use y," diameter througb bolts @ 6'-0" on center. Module to Module at rim board @ end wall (same both floors): Use (2)-1 y," x 22 ga. Strap wi (20)-16 ga. staples each end. Shear connections: Rigbt wall: Total shear 15450# 120.42' = 757 plf Sill plate to foundation: Use '/." diameter bolts 12" on center = 895 plf Back wall: Total shear 8715# 142' = 208 plf Sill plate to foundation: Use y," diameter bolts 36" on center = 245 plf Mid wall@backofGarage:Totalshear9136#/14.16'=645plf Sill plate to foundation: Use ';''' diameter bolts 16" on center = 670 plf Front wall: Total shear 3122# 118.83' ~ 166 plf Sill plate to foundation: Use y," diameter bolts 40" on center ~ 185plf Left walls: Total shear 14264# 131.5' ~ 453 plf Sill plate to foundation: Use 5/8" diameter bolts @ 16" on cenler ~ 578 plf Holddown connectors: As shown on plan sheets and First floor comer stud connection: Fasten comer studs with 2 rows 0.131" x 2 ~n common nails at 16". Structural Engineering Resources Project: Lateral Analysis & Design, SN Q13061707 Builder : Avis America Designed by: JBF Date: Mar. 29 2006 Page 40f 6 Connection capacities: I \1," x 26 ga. Strap wi (6)-16 ga. staples each end I \1," x 26 ga. Strap wi (8)-16 ga. staples each end I \1," x 26 ga. Strap wi (12)-16 ga. staples each end 11>" x 22 ga. Strap wi (20)-16 ga. staples each end 11>" x 20 ga. Strap wi (24)-16 ga. staples each end (2)-11>" x 22 ga. Strap wi (39)-16 ga. staples each end (2)-1 y," x 20 ga. Strap wi (46)-16 ga. staples each end Stocked Fasteners: 16 ga staples, 1 \1," penetration (faced nailed) 8d 16d 0.113 pnewnatic nailed x 2\1," 0.131 pnewnatic nailed x 311," (faced nailed) (toe nailed) (end nailed) 312# 416# 631# 1055# 1266# 2165# 2600# z~ 52# z~ 47# z~ 88# Z~ 59# Z~ 36# LOWER BOX TO FOUNDATION: SIMPSON STRONG-TIE OR EOUAL For use with 3000psi concrete, more than 1*" edge distance A. LSTHD8RJ B. STHD8RJ C. STHDIORJ D. STHDI4RJ E. HDIOA F. HDIOA G. HD14A H. HDI4A 1. HDl5 2975# 3195# 3725# 5785# 7045# (2- studs) 9195# (4- studs) 9495# (2- studs) 12485# (4- studs) 13810# (4-studs) SIMPSON STRONG-TIE STRAP TIES OR EOUAL - SPF J. LSTA9 K. LSTA12 1.. LSTA15 M. LSTA18 N. LSTA21 O. LSTA24 P. MSTC28 Q. MSTC40 R. MSTC52 S. MSTC66 555# 695# 830# 970# 1110# 1235# 2590# 3745# 4465# 5660# Structural Engiueering Resources Project: Lateral Analysis & Design, SN Q 13061707 Builder: A vis America Designed by: JBF Date: Mar. 29 2006 Page 50f 6 Sill plate anchoral!e to concrete or masonry wall ~" diameter (Q) 5/8" diameter (a) ~.. diameter uv. 8" o/c ~ ] 340 plf ] 2" ole ~ 895 plf ] 6" ole = 670 plf 16" ole ~ 578 plf 24" ole ~ 435 plf 36" ole = 345 plf 40" ole = 255 p]f 48" ole ~ 2]5 plf 60" ole ~ ]70 plf 24" ole = 305 plf 30" ole ~ 245 plf 36" ole = 205 plf 40" ole ~ ] 85 plf 48" ole = 155 plf 60" ole ~ 125 plf 72" ole = ]00 plf T y- 'fg Mf , h--'---"""- "-.w ".,<. .'-"""-~_~i't:: ~~"'i'i<'t~lj i"J'j-"'" ,,::: i" ~j I ~r~f,.~, b' , ' , , '\ x \ \ , ~7:i I, \\ ~"'t , ,. ,,~ " j) ",l I: I. i:' . r:~ j , , h . I,j /' ~ ,Y' ,!,.. 1'il M_""'_';',_" "'''''j, ,', ;':, ,,; ", """'."'.'-1 ; , "-fir- " (!) <lI!I!'" ..__. .', -t'". ~.i , ''',0'_ 11;& Ib' T' ~'j , (f z.; MA T~~^:-S b~ WAll G!lOl~h"llllng On] -.-- r.. "_,,...""" Spcg ~fll ,; ,,~~ l.s ,:kri::. ~~~ ~;":l ss:~ ~::~_ E ~l: I~ ~ .....~ flll "Y-P 'i1a ~ p.t>' 1/" Eon'. ,').J:~,d 1 J ~ ' '.. ~;F I~ ;~~: ~~: im ~E~ i~ ~::n ~ i~ (U~'':< I nt; Gi'P 1'1'6 l-plv JJ'l. lion 5j Ku Ll i -:' ,..! Ex! I'SS \0(:.(. :P~"l! "f/l (. 'trrt u4 hAil 12 \ ~ l~ Jnl I G}'P W"H 1 -pI'! ! 12 f;m'" 7 ,I},j l<id 1 '" 1 \ !,:!I ....,L_A, 1$11mSRJ--2915# I :':7-~ ~;. ;~~,_:~~~~,,---:"5h Il. STIII)8RJ 3195# - J, .... ""'fT" T '1" I "'. '\ l- '~ ~ W II 0 11 I . / \ C. S'fHDIORJ 3725# I. . I 1- J-~L:-;..I': :l=" E1l" 0, SfHDl4RJ 5185# / " , ~I .(!' . ~ '.; :Au ' ttDlOA 704~ (2 'KUJds) 0>'\Tl". 1i4 / t:.:_..L .4.:.r<<.lt" ".;, f'j "J.,-:~~r:". ~: HUIOA 919511(4:~(UdS) ,;:;'}, /; 7~:"I;;~if.?1;'r~_~TI u.'f: ; : ! 4/ . d"'" G HDl4A 901954 (2. studs) _'j'~ "'-" ' '. " pH, ,_ ,'l' " ~" ,..,' ,I '. ';Jt ", ,r. g 4lt ~ ,.:" :~3 a~.' t );, ;1 :::~:~A :i :~~; ;:~~':;;)~. ..:-:~~ -:I'~C: :.? l.:....~ . CJI1,,-, "'7'" , .. ~;;;p ~';t;::/ .a;"~Ld .'~I\JNu ':' ::, ,t, , ?;:::" I~"'" ~"_/ t~K W.. ~,~ '"l ,J., _._-~~::~'-:>. ---..., ~,j!" ;;~..~ ltI_iHl 't! ' ~ l .~. e:: --'"//,, I 1..' 4,1'>tll ~..(n' I :.,,:':,','/>.;.,i: ' ,<;-' u.wu:,.. "':;:'>". ' , """ '" .:----"::;~ ; I'''',~ f!' :\'K -..1'.t ~()M , _ ~ : / , 'j I ,-; .. "Ll!\:, .' ~.J' -'~c~~;i~y:tt.::,,:Ji1~.~- __:,~c_.,\:- . I.;;?' / ..... ,,.,//j ,,c":' '''~,l'' "'-~ Vl~."'(/ , e' II. ..:r.. 'Il'H' -'\',,1(.: >l- ....l~~,: 4. ~ ...:rf-, h'-~ ,.:u;:'I:;~'qO' i &i (r....~'!;.\~U'~;f / ~ l "':""J<<If..,~,.M'~~. ~.:::,:"",,:.:~,~,:,(:i'~ )3':';;'" "'le ':t:-~u',t,';:~: t , ,l \)-,"' 11' ~". , " . , , lIeFi f:tl"t ~ ; ~ . , ~' ~,' , ;- ,,"'''; r:z.~ 7' ~ It.. ('''''' A1"""~ ~ \ ""l"" ;::;;... ., .. I '" 4-"'1"r..-.. "J I'UN"HLJ i) ..._...........l-;r\\"t*.J'~",~r~r..~-.....,,- ". 0 0 k-] :rUIls:n.t 1I)1Ufiotr r<.ll'll 'ngllnJ IItlonero -..r ThIck 0rIefrt Size Q'; Bx.t. S5 incl. OS. ;/.'':..6 Ver': Bd lIdl , :2 ~ l~t Gn- ,," 1-pl)' 1./2 Bo!:!: 5<l Nail , 7 30th SS incl. OSS 7/H; V6:::t lie Nail , :2 60th S. ine!. OS~ 7/16 Vert 8<J Ned] 6 12 B",t S5 iocl. OSB 7/16 Ve:::t 8d N;:!i1 . 12 CD Int Gyp ." L",pl~' 1J2 Ho::::r. 5d U~il 7 7 E.xt SS incl. OSE ,/16 Vert 8d Nail 2 12 Irot. Gyp lIB l-J::!}' li2 Ifor: 5d rlaJ.l 7 , ~ ,j ". IF""",,)I. "11 _ . , i i~ 1 [w 011 :~.... ~' 'c, ;:1 in ;~l ," a :~ S .~ ~ j" I t I . ~ <- "". /", -; ". it '-""': , I ! mJ 19 f~ I o " I 4V1 <~'" !J. ....'K, L. jM. ~N ~ O. rp. 1Q, jR~ .s. LSTA9 LSTA12 LSTAI5 LSTA 18 1ST A2 J LSTA24 MS'fC28 MSTOlo MSTCS2 MSTC66 1. i "~ II, liT, 11"1 ..; ~~ -.-- --.:......-.. fi , j -;~-;.. -;:- I 1"'---'-"'''--'''''''-'1- ~ ::rot i?USOrr ~;.J:.l4t~g, 11lo1...[IlTlltC'C ~U/)uowr~) It'l(lV!KT~""'t- ~ RCCROCM IH! " .lll~ to C..G 'D'I!OIi-art "~)Jll.[ FoI"IV,.,l /f m ~ . ""--'1' ;',,- ". <<i It'" l',ot )f Ct.~ "'''''"'''::::',"~~~'''=,,,,"-'''::''ll=,=::,',,,<'t,,t _=,'="".::":~'.O ....1'.,,,__ , , , I J :~: H' ~Y.. !,-, I"_t '~'""""Uttll "'" stJih"":':'"'~::_~t-~=:==:'::;'Jt"'~"'.o.=~. 1 , . (l: / / / / / ./ / " y' ~~~.~^ !~~~' -,. \l:"-f!" 1".* ...~I I I @._ ':1) lUttnr~ U64IJ(1N1'IlCC't ~31 vt>lT lllI':aD i!1.~l:GKlJ>:<<lY'D In~""Ifl'MIO\'" !O;;:lDl .3 " JlllXht-..r.: ":11: :)o.~~I!!: f>ou.tr"l'o'I,.; .1 ~ '!': . ; 'I ~ ([;\ '-....../ _,U>,. J ~ ~~~: ...........~ 830# J-.--r...-----.' 970# ' 1;, P.;~.14~'" I . I"" .n.'~(l""'" I 1110# L--,L\-UJITJr' / 12351/ ,.. 1l1l= lIATH " 2590# 374.5# ' .t~ ~ 4%s.I S660II -~. J'" /\ , , 1iJ1O~" J \,Illd::-!N J.E l 1'1 :U)S[T t: 1, .... _._......-.___~._,_...J t; ., J,I I ,~ t i I I ____, ~.,\ J : !~;' / .~~ ---.--......--.:..---- , , .. . (E') ,~ nz.xun !ut\:-;.(1 Q1; .o<'I'YD!rlttr.t ~"uaIT~" U9t \'(.'fIlIRr..... I. .. __4----1 " 1 ~ ~ I I mnu.r U' _ . _ __ Jtlp"~ __' __--.. ...,.i. ..~ ._~ -..-----~--~~~~~m--...-......-~~~=5......--..-......---.--.......-.:I; -..-,..... <;s;.- ,,^,1I F7 ,."..g 1I",-^lAI~ T-r.r...I< "To ~<.... t=r~, Structural PROJECT, Avis 13061707 E R CLIENT: Avis America ng. es. JOB NO.' 2006067 .IIi<l !lI':Lbw-rise l!hlilallfll(Bas~a on ASC 7-0-2 INPUT DATA Exposure category (A"B, C or D) Importance factor, pg 73, (0.87, 1.Oor t.15) Basic wind speed Topographic factor (Sec.6.5.7-2. pg 30 & 47) Building height to eave Building height to ridge Building length Building width Effective area of components I V Kn he hr l B A DESIGN SUMMARY Max horizontal force normal to building length, L, face Max horizontal force normal to building length, B. face Max total horizontallorsionalload Max totat u ard force DATE: 03/29/06 PAGE: 1 DESIGN BY: TEL REVIEW BY: JBF .----'" C 1.00 120 1 18.25 27.85 51 31.5 50 +---...--- lr J ------------- ~ ;"1 ______--------- i I , Category I! mph Flat ft ft ft ft ft' E ~ 35.23 kips 15.80 kips 207.65 ft-k1ps 35.55 ki s ANALYSIS VelocitY Dr8ssure q. = 0.00256 K. Krt K" v' I 28.97 psf where: Qh = velocity pressure at mean roof height, h. (Eq. 6-15, page 31) Kt, = velocity pressure exposure coefficient evaluated at height. h, (Tab. 6-3, Case 1,pg75) K.t = wind directionality factor. (Tab. 6-4, for building, page 76) h = mean roof height 0.92 0.85 23.05 ft < 60 ft, [Satisfactory] Deslon Dressures for MWFRS p = qh I(G Cp,)-(G C~)) where: p = pressure in appropriate zone. (Eq. 6-18. page 32). G Cpl = product of gust effect factor and external pressure coefficient, see table below. (Fig. 6-10, page 55 & 56) G Cpl = product of gust effect factor and internal pressure coefficient.(Fig. 6-5. Endosed Building, page 49) 0.18 or -0.18 a = width of edge strips, Fig 6-0, note 9, page 56, MAX[ MIN(O.1B, 0.4h). 0.04B,3) 3.15 ft (IBC Fig.1609.6.2.2, footnote 5) Net Pressures . Basic Load Cases Net Pressures ( . Torsional Load Cases Roof leB = 31.36 Roof a Ie e = 0.00 Roofan 1e9 = 31.36 .....'" Net Pressure with Net Pressure with Su""," Net Pressure IMth Gc", (+GCpl) (-GCpl) GCpl (+GCp;) (-Gc",) Gc", (+GCpl) (-GCpl) 1 0.56 11.01 21.43 0.40 6.37 16.80 1T 0.56 2.75 5.36 2 0.21 0.87 11.30 -0.69 -25.20 -14.77 2T 0.21 0.22 2.82 3 -0.43 -17.67 -7.24 -0.37 -15.93 -5.50 3T -0.43 -4.42 -1.81 4 -0.37 -15.93 -5.50 -0.29 -13.61 -3.19 4T -0.37 -3.98 -1.38 1E 0.69 14.77 25.20 0.61 12.46 22.88 Roof a leD = 0.00 2E 0.27 2.61 13.03 -1.07 -36.21 -25.78 Sulfa", Net PNssure with 3E -0.53 -20.57 -10.14 -0.53 -20.57 -10.14 GCpl (+Gc",l (-GC,,) 4E -0.48 -19.12 -8.69 -0.43 -17.67 -7.24 1T 0.40 1.59 4.20 5 -0.45 -18.25 -7.82 -0.45 -18.25 -7.82 2T -0.69 -6.30 -3.69 6 -0.45 -18.25 -7.82 -0.45 -18.25 -7.82 3T -0.37 -3.98 -1.38 4T -0.29 -3.40 -0.80 ,,( . . ~ L : i "<'l-~~~' ""::<;'" " ,'.'",- -er----- -"....:! Fu(~'€~:;[: ":E;'~:-i1'::~::'" 't -- ;1,-[1','" '.~" -.:~.:~~'1 l~~--(! ~>~~ /' -",'~ .' EFt'.(,,:c ~. ~[<. ! ~ ,pc .:TI Tronsverse DirecfiJn lCI19iiu:iil;'.11 C'ire:tion fu..?_i.-: loa-:l C Jse_~ . ~( '['~-':~~~~:~~"?;~ l~......, ,,_ >"""'-'.-'~i - ~:.--~-- ~i~l;F$8~ ~i'(C;:":[ ._ ~"u .-' " :r --~-"~'<~ " ,,---,.-. ".__ r"'-'. .--' '. - - ...: - ", "... :.:':'":;:0, .~,.,=,,, r[W-~:'~~:J::13~ 1(- i ~ , Basic Load Cases in Transverse Direction Basic Load Cases in Longitudinal Direction ""e. Pressure k wilh ""~ Pressure k wilh 8m"'''' (Ie) (+GCl'd (-GC,,) Surface (Ie) (+GCp;) (-GC,,) 1 816 8.98 17.49 1 599 3.82 10.06 2 824 0.72 9.31 2 753 +18.96 -11.12 3 824 -14.57 -5.97 3 753 -11.99 -4.14 4 816 -13.00 -4.49 4 599 -8.15 -1_91 lE 115 1.70 2.90 1E 127 1.58 2.91 2E 116 0.30 1.51 2E 188 -6.81 -4.85 3E 116 -2.39 -1.18 3E 188 -3.87 -1.91 4E 115 -2.20 -1.00 4E 127 -2.25 -0.92 , Horlz. 35.23 35.23 , Horiz. 15.80 15.80 Vert. -13.61 3.14 Vert. -35.55 -18.60 10psfn*t. Horiz. 14.20 14.20 10psfmin. Horiz. 7.26 7.26 Sec.6.1.4.1 Vert. -16.07 -16.07 Sec. 6.1.4.1 Vert. -16.07 -16.07 Torsfonal Load Cases in Transverse Direction Area Pressure 11c\ with Torsion ft-k (ft~ (+Gc",) (-GC,,) (+GC,,) (-GC,,) 1 350 3.86 7.51 43 84 2 354 0.31 4.00 2 23 3 354 -6.26 -2.56 36 15 4 350 -5.58 -1.93 62 22 lE 115 1.70 2.90 38 65 2E 116 0.30 1.51 4 16 3E 116 -2.39 -1.18 28 14 4E 115 -2_20 -1.00 49 22 1T 465 1.28 2.49 -16 -32 2T 470 0.10 1.33 -1 -9 3T 470 -2.08 ..Q.85 -14 -6 4T 465 -1.85 -0.64 -24 -8 Total Horiz. Torsional load, MT 208 208 Su"",,, Deslan Dressures for comDOnents and claddinq p=q,[(GC,)-(GC.)) where: p = pressure on component. (Eq. 6-22, P9 33) Pmin = 10 psf (Sec. 6.1.4.2). G Cp = external pressure coeffICient see table below. (Fig. 6-", page 57-60) I Effectlye I ....(fl') I 50 Zone. I GC, I -GCp I 0.83 -0.86 I Torsional Load Cases in Lonaitudinal Direction Alea Pressure 11<\ with Torsion (ft-k) (ft') (+Gc",) (-GC,;) (+Gc",) (-GC,;) 1 236 1.50 3.96 7 18 2 564 -14.22 -8.34 94 55 3 564 -8.99 -3.11 -60 -21 4 236 -3.21 -0.75 15 3 1E 127 1.58 2.91 20 36 2E 188 -6.81 -4.85 45 32 3E 188 -3.87 -1.91 -26 -13 4E 127 -2.25 -0.92 28 12 1T 363 0.58 1.52 -4 -11 2T 753 -4.74 -2.78 -63 -37 3T 753 -3.00 -1.04 40 14 4T 363 -1.24 -0.29 -9 -2 Total Horiz. Torstonaf Load. MT 87.1 87.1 So""" ~ .'., 0 . o ._ , < ,. .~..~ _.51. , -ii--"-~"'~~ , , , , ; I _ I, -j 1 1! : '" "': "}l-~___--' ~ r-~ ! '. - ,.: -1 - I I , , " , ~I_I~"~,'_': I '" T 1 ~ i 1< I I~; l,~ ~I ~ I I I I j 31-:-13" r";.-::- Walls Roof 0,7" Rani 1h1" Zone 2 GCp - GCp 0.83 -1.06 I Zone 3 I I Go. I -Go. I I 0.83 I -1.06 Zone .( I Zone 5 GCp I -GCp -I Gc,. I -GCp 0.88 -0.98 0.88 -1.15 Comp. & Cladding Zone 1 I Zone 2 I Zone 3 I Zone .( I Zone 5 Pressure IPosiIMtI~IPoslItft __lpl>5iliwl__I~ _,...1....... (psf) I 29.26 I -30.13 29.26 -35.92 I 29.26 I -35.92 I 30.60 -33.50 I 30.60 I -38.62 I WoodWorks@ Shearwalls SOFTWARE FOR WOOD DESIGN WoodWorkS@ Shearwalls 2004b Shearwalls 13061707.wsr Mar. 28, 2006 22:04:58 Project Information COMPANY AND PROJECT INFORMATION ComDsnv Structural Engineering Resources 26 North Fourth Street Gettysburg, PA 17325 717-337-1335 Jeff@serllc.com Prolect DESIGN SETTINGS Design Code Wind Standard Seismic Standard lBC 2003 ASCE-7 98 ASCE-7 98 Wind Capacity Increase Load Combinations Building Code Capacity Reduction Shear C&C Panels Wind Seismic 1.40 - 1.00 Wind 1.00 1.00 Nail WIIhdrawal Modification Max Shearwall Offset [It) Duration Temperature Moisture Content Plan Elevation Factor Range Fabrication Service (within story) (b_een stories) - - - - 4.00 3.33 Maximum Height-to-wldth Ratio Plywood Fiberboard Lumber Gypsum Wind Seismic Wind Seismic Blocked Unblocked - - - - - - - ShearwaJI Relall.. Rigidity: All shearwalls have the same rigidity Hold-down Forces: Based on shearwall capacity Seismic Materials: - SITE INFORMATION IBe Occupancy ASCE-7 Equivalent Category II - All others Category II - All others Wind Seismic ASCE-7 98 general analytic method for all bldgs - Design Wind Speed 120mph Use Group - Exposure Exposure C Design Category - Enclosure Partly Enclosed Site Profile Class - Topographic InfonnaUon [II) Spectral Response Acceleration Shape Height Length S1: - Ss: - - - - Fundamental Period E-W N-S Site Location: - T Used - - - Approximate Ta - - - Maximum T - - Response Factor R - - 1 WoodWorks@ Shearwalls Shearwalls 13061707.wsr Mar. 28, 200622:04:58 Structural Data STORY INFORMATION Ceiling Level 2 Levell Foundation Story E1ev 19.17 11.17 0.B3 0.00 Floor/Ceiling De th in 0.0 16.0 10.0 Wall He; ht ft 8.00 9.00 BLOCK and ROOF INFORMATION Block Roof Panels DImensions Iftl Face Tvpe Slope Overhang Iftl Block 1 1 Story N-S Ridge LocaOOn X,Y = 0.00 2.00 North Gable 90.0 1.00 Extent X, Y = 5.50 29.50 South Gable 90.0 1.00 Ridge X LocaOOn Offset 5.00 2.25 East Side 66.8 1.00 R;,k;e Elevation, H.uoht 12.33 1.17 West Side 13.1 1.00 Block 2 2 Story E-W Ridge Location X,Y = 5.50 2.00 North Side 30.0 1.00 Extent X. Y = 28.50 30.08 South Side 30.0 1.00 Ridge Y Location, Offset 17.04 0.00 East Gable 90.0 1.00 ~e Elevation, Heioht 27.85 8.68 West Gable 90.0 1.00 Block 3 2 Story N-S Ridge Localion X,Y = 13 .08 32.08 North Gable 90.0 l.00 Extent X. Y = 15.75 2.42 South Joined 150.0 1.00 Ridge X Location, OtIset 20.96 0.00 East Side 26.3 1.00 Rid.. Elevation, Hei<lht 23.06 3.90 West side 26.3 1.00 Block 4 2 Story E-W Ridge Localion X, Y = 34.00 8.08 North Side 30.0 1.00 Extent X,Y = 17.00 23.42 South Side 30.0 1.00 Ridge Y Location, OIIset 19.79 0.00 East Gable 90.0 1.00 Ri.k;" Elevation, Heioht 25.93 6.76 West Joined 90.0 1.00 Block 5 2 Story N-S Ridge Location X, Y = 5.67 0.00 North Joined 150.0 1.00 Extent X,Y = 11.50 2.00 South Gable 90.0 1.00 Ridge X Location, Offset 11.42 0.00 East side 30.0 1.00 Rickie ElevatIon, Heiaht 22.49 3.32 West Side 30.0 1.00 Block 6 2 Story N-S Ridge Location X. Y = 23.50 0.08 North Joined 150.0 1.00 Extent X,Y = 10.25 1.92 South Gable 90.0 1.00 Ridge X Location, Offset 28.63 0.00 East Side 30.0 1.00 Ri.k;" Elevation, Heioht 22.13 2.96 West Side 30.0 1.00 2 WoodWorks@ Shearwalls Shearwalls 13061707.wsr Mar. 28, 2006 22:04:58 MATERIALS by WALL GROUP Wall Sheathing [in) Fasteners Spcg [in] Framing Members lin] Apply Gn> Surf Material Thick Orient Size Type Edg Fld Blkg Species G Soe Notes 1 Ext 58 incl. OSB 7/16 Vert ad Nail 6 12 yes S-P-F 0.42 16 1,3 Int Gyp WE I-ply 1/2 Horz Sd Nail 7 7 yes S-P-F 0.42 16 2 Both 58 incl. QSB 7/16 Vert ad Nail 4 12 yes S-P-F 0.42 16 1,3 3 80th S8 incl. CSB 7/16 Vert ad Nail 6 12 yes S-P-F 0.42 16 1,3 4 Ext 58 incl. OSB 7/16 Vert ad Nail 4 12 yes S-P-F 0.42 16 1,3 Int Gyp WE I-ply 1/2 Horz Sd Nail 7 7 yes S-P-F 0.42 16 5 Ext 58 incl. OSB 7/16 Vert ad Nail 2 12 yes S-P-F 0.42 16 1,2,3 Int Gyp WE I-ply 1/2 Horz Sd Nail 7 7 yes S-P-F 0.42 16 Notes: 1. Capacity has been reduced according to IBC specific gravity adjustment. 3. Shear capacity for current design has been increased to the value for 15/32" sheathing with same nailing because stud spacing is 16" max. or panel orientation is horizontal, 3 r----- ______________n _____ .---.-----~. ~ WoodWorks@ Shearwalls Shearwalls 13061707.wsr Mar. 28, 2006 22:04:58 ~----------~------~- -~"-~..~--------~--~--- SHEARLINE, WALL and OPENING DIMENSIONS North..$outh Type Wall Extent[ft] Shearlines Grou s Start End Unei Level 1 Line 1, Level 1 Seg 4 0.00 2.00 31.50 29. 50 26.50 9 .00 Wall 1-1 Seg 4 0.00 2.00 31.50 29. 50 26.50 Opening 1 16.67 19.67 3 .00 4 .50 Une2 Level 2 Line 2, Level 2 Prf 1 5.50 0.00 31. 50 31.50 28.50 8.00 wall 2-1 Prf 1 5.50 0.00 31. 50 31.50 28.50 Opening 1 17.42 20.42 3.00 4.50 Level 1 Line 2, Level 1 NSW 5.50 0.00 31. 50 31. 50 0.00 9.00 Wall 2-1 NSW 5.50 0.00 2.00 2.00 2.00 Une3 Level 2 Line 3, Level 2 NSW 13.08 0.00 34.50 34.50 0.00 8.00 Wall 3-2 NSW 13.08 31.50 34.50 3.00 3.00 Wall 3-1 NSW 17.00 0.00 2.00 2.00 2.00 Level 1 Line 3, Level 1 NSW 13 .08 0.00 34.50 34.50 0.00 9.00 Wall 3-2 NSW 13.08 31.50 34.50 3.00 3.00 Wall 3-1 NSW 17.00 0.00 2.00 2.00 2.00 Une4 Level 2 Line 4, Level 2 NSW 23.50 0.00 2.00 2.00 0.00 8.00 Wall 4-1 NSW 23.50 0.00 2.00 2.00 2.00 Level 1 Line 4, Level 1 NSW 23.50 0.00 2.00 2.00 0.00 9.00 Wall 4-1 NSW 23.50 0.00 2.00 2.00 2.00 Une5 Level 2 Line 5, Level 2 NSW 28.83 31. 50 34.50 3.00 0.00 8.00 Wall 5-1 NSW 28.83 31. 50 34.50 3.00 3.00 Levell Line 5, Level 1 NSW 28.83 31. 50 34.50 3.00 0.00 9.00 Wall 5-1 NSW 28.83 31. 50 34.50 3.00 3.00 Une6 Level 2 Line 6, Level 2 Prf 5 33.83 0.00 31.50 31. 50 8.08 8.00 Wall 6-1 Prf 5 33.83 0.00 8.08 8.08 8.08 Level 1 Line 6, Level 1 NSW 33.83 0.00 8.08 8.08 0.00 9.00 Wall 6-1 NSW 33.83 0.00 8.08 8.08 8.08 Une7 Level 2 Line 7, Level 2 Prf 1 51.00 8.08 31. 50 23.42 21. 09 8.00 Wall 7-1 Prf 1 51.00 8.08 31.50 23.42 21.09 Opening 1 10.33 12.67 2.33 2.83 Level 1 Line 7, Level 1 Seg 5 51.00 8.08 31. SO 23.42 20.42 9.00 Wall 7-1 Seg 5 51. 00 8.08 31.50 23.42 20.42 Opening 1 16.75 19.75 3.00 6.67 East-West Type Wall Location Extent [ft] ShearlJnes Grou s Y ft Start End UneA Level 2 Line A, Level 2 Prf 1 0.46 5.50 33.83 13 .33 8.00 Wall A-I Prf 1 0.00 5.50 17.00 5.50 Opening 1 7.92 13.92 4.50 Wall A-3 Prf 1 0.00 23.50 33.83 Opening 1 25.92 31. 92 4.50 Wall A-2 Prf 1 2.00 17.00 23.50 Opening 1 18.75 21.75 6.67 Level 1 Line A, Level Prf 1 0.40 0.00 33.83 9.00 Wall A-2 Prf 1 0.00 5.50 17.00 Opening 1 7.92 13.92 5.50 Wall A-4 Prf 1 0.00 23.50 33.83 enin 1 25.92 31. 92 5.50 4 WoodWorks@ Shearwalls Shearwalls 13061707.wsr Mar. 28, 2006 22:04:58 SHEARUNE, WALL and OPENING DIMENSIONS ( continued) Wall A-I Prf 1 2.00 0.00 5.50 5 .50 5 .50 Wall A-3 NSW 2.00 17.00 23.50 6 .50 3 .50 Opening 1 18.75 21.75 3 .00 6.67 Line B Level 2 Line B, Level 2 Prf 1 8.08 5.50 51.00 45.50 17.17 8.00 Wall 8-1 Prf 1 8.08 33.83 51.00 17.17 17.17 Lever 1 Line 8, Level 1 Seg 2 8.08 0.00 51.00 51.00 14 .17 9.00 Wall 8-1 Seg 2 8.08 33.83 51.00 17.17 14.17 Opening 1 37.50 40.50 3.00 6.67 UneC Level 2 Line C. Level 2 Prf 1 32.54 5.50 51.00 45.50 24.50 8.00 Wall C-l Prf 1 31. 50 5.50 13 .08 7.58 7.58 Wall C-3 Prf 1 31. 50 28.83 51.00 22.17 10.17 Opening 1 29.83 32.83 3.00 4.50 Opening 2 35.33 38.33 3.00 4.50 Opening 3 40.83 43.83 3.00 4.50 Opening 4 45.33 48.33 3.00 4.50 Wall C-2 Prf 1 34.50 13.08 28.83 15.75 6.75 Opening 1 15.08 18.08 3.00 4.50 Opening 2 19.42 22.42 3.00 4.50 Opening 3 23.50 26.50 3.00 4.50 Levell Line C. Level 1 prf 3 32.43 0.00 51. 00 51.00 26.66 9.00 Wall C-1 Prf 3 31. 50 0.00 13 .08 13 .08 7.08 Opening 1 2.00 5.00 3.00 4.50 Opening 2 9.25 12.25 3.00 4.50 Wall C-3 Prf 3 31. 50 28.83 51.00 22.17 13.83 Opening 1 32.58 38.58 6.00 4.50 Opening 2 44.75 47.08 2.33 2.83 Wall C-2 Prf 3 34.50 13 .08 28.83 15.75 5.75 Opening 1 15.92 25.92 10.00 6.67 5 WoodWorks@ Shearwalls Shearwalls 13061707.wsr Mar. 28, 2006 22:04:58 Loads WIND SHEAR LOADS Level 2 Magnitude Trib Block F Element Load Wnd Surf Prof Location [ft.] (Ibs,plt,psl) HI Case Dir Dlr Start End Start End fI Accum. W W->E Wind Line 1.00 2.00 186.0 180.4 Accum. W W-;:.E Wind Line 31.50 32.08 86.2 80.0 Accum. E W->8 Lee Line 1.00 2.00 207.4 190.6 Accum. E W->8 Lee Line 8.0B 17.04 92.9 220.9 Accum. E W->8 Lee Line 31.50 32.08 75.5 76.3 Accum. W E->W Lee Line 1.00 2.00 207.4 190.6 Accum. W E->W Lee Line 31.50 32.08 75.5 76.3 Accum. E E->W Wind Line 1.00 2.00 186.0 180.4 Accum. E E->W Wind Line 8.08 17.04 143.8 346.1 Accum. E E->W Wind Line 31. 50 32.08 86.2 80.0 Accum. S S->N wind Line 23.50 28.63 121.0 178.0 Accum. S S-;:.N Wind Line 33.83 34.00 121. 0 Accum. N S->N Lee Line 13 .08 20.96 186.7 234.0 Accum. N S->N Lee Line 28.83 34.00 186.7 Accum. S N-:>S Lee Line 23.50 28.63 186.7 222.5 Accum. S N->5 Lee Line 33.83 34.00 179.9 Accum. N N->5 Wind Line 13.08 20.96 121. 0 196.3 Accum. N N-:>o5 wind Line 28.83 34.00 121. 0 Block 2 W W->E Wind Line 0.00 1.00 186.0 Block 2 w W-:>oE Wind Line 2.00 7.13 105.4 134.8 Block 2 W W->E Wind Line 17.04 25.33 245.3 151.4 Block 2 W W-:>oE Wind Line 32.08 32.94 80.0 80.7 Block 2 E W-:>oE Lee Line 0.00 1.00 207.4 Block 2 E W-:>oE Lee Line 2.00 7.13 140.9 91. 7 Block 2 E W->E Lee Line 17.04 19.79 220.9 220.7 Block 2 E W->E Lee Line 32.08 32.94 76.3 83.5 Block 2 w E-:>oW Lee Line 0.00 1.00 207.4 Block 2 W E->W Lee Line 2.00 7.13 140.9 91. 7 Block 2 W E->W Lee Line 17.04 25.33 157.6 98.1 Block 2 w E->W Lee Line 32.08 32.94 76.3 83.5 Block 2 E E->W Wind Line 0.00 1.00 186.0 Block 2 E E->W Wind Line 2.00 7.13 105.4 134.8 Block 2 E E->W Wind Line 17.04 19.79 346.1 345.9 Block 2 E E->W Wind Line 32.08 32.94 80.0 80.7 Block 2 S S->N Wind Line 4.50 5.50 46.0 Block 2 S S-:>oN Wind Line 5.50 5.67 121.0 Block 2 S S-:>oN Wind Line 17.00 17.17 122.9 121.0 Block 2 S S->N Wind Line 35.00 51. 00 111.2 Block 2 N S->N Lee Line 4.50 5.50 138.1 Block 2 N S->N Lee Line 5.50 13 .08 166.7 Block 2 N S->N Lee Line 35.00 51. 00 157.1 Block 2 N S->N Lee Line 51.00 52.00 106.5 Block 2 S N-:>oS Lee Line 4.50 5.50 138.1 Block 2 S N-:>oS Lee Line 5.50 5.67 186.7 Block 2 S N-:>oS Lee Line 17.00 17.17 187.9 186.7 Block 2 S N-:>oS Lee Line 35.00 51. 00 150.3 Block 2 N N->5 Wind Line 4.50 5.50 46.0 Block 2 N N->5 Wind Line 5.50 13 .08 121.0 Block 2 N N->S Wind Line 35.00 51.00 111. 2 Block 2 N N->5 Wind Line 51.00 52.00 36.2 Block 3 W W->E Wind Line 86.2 Block 3 w W~>E Wind Line Block 3 W W->E Wind Line Block 3 E W-:>oE Lee Line 105.4 Block 3 E W->E Lee Line Block 3 E W~:>oE Lee Line Block 3 W E->W Lee Line 105.8 Block 3 W E->W Lee Line Block 3 W E->W Lee Line Block 3 E E->W Wind Line 86.2 Block 3 E E->W Wind Line Block 3 E E~:>oW Wind Line Block 3 N S->N Lee Line 186.7 Block 3 N N->S Wind Line 121.0 Block 4 E W->E Lee Line 19.79 25.33 220.7 141.6 Block 4 E E~>W Wind Line 19.79 25.33 345.9 220.8 Block 4 S S->N Wind Line 34.00 35.00 157.2 6 WoodWorks@ Shearwalls Shearwalls 13061707.wsr Mar. 28, 2006 22:04:58 WIND SHEAR LOADS ( continued) Block 4 S S-:>N Wind Line 51. 00 52.00 36.2 Block 4 N S->N Lee Line 34.00 35.00 295.2 Block 4 S N->S Lee Line 34.00 35.00 288.4 Block 4 S N->S Lee Line 51. 00 52.00 108.5 Block 4 N N->S Wind Line 34.00 35.00 157.2 Block 5 W W-;:.E Wind Line -1.00 -0.92 18.9 Block 5 W W->E Wind Line 7.75 17.04 140.1 245.3 Block 5 E W->E Lee Line -1.00 -0.92 56.6 Block 5 E W->E Lee Line 7.75 8.08 91. 0 93.3 Block 5 W E->W Lee Line -1.00 -0.92 56.6 Block 5 w E->W Lee Line 7.75 17.04 91.0 157.6 Block 5 E E->W Wind Line -1.00 -0.92 18.9 Block 5 E E->W Wind Line 7.75 8.08 140.1 143.8 Block 5 S S->N Wind Line 5.67 11.42 121. 0 185.0 Block 5 S S->N Wind Line 11.42 17.00 185.0 122.9 Block 5 S S-;:.N Wind Line 17.17 23.50 121. 0 Block 5 S N->S Lee Line 5.67 11.42 186.7 226.9 Block 5 S N->S Lee Line 11.42 17.00 226.9 1B7.9 Block 5 S N->S Lee Line 17.17 23.50 186.7 Block 6 W 1'(->8 Wind Line -0.92 0.00 36.0 Block 6 w W->E Wind Line 7.13 7.75 134.8 140.1 Block 6 E 1'(->E Lee Line -0.92 0.00 10B.0 Block 6 E 1'(->E Lee Line 7.13 7.75 91.7 91.0 Block 6 w E->W Lee Line -0.92 0.00 108.0 Block 6 W E->W Lee Line 7.13 7.75 91. 7 91.0 Block 6 E 8->W Wind Line -0.92 0.00 36.0 Block 6 E E->W wind Line 7.13 7.75 134.8 140.1 Block 6 S S->N Wind Line 28.63 33.75 178.0 121.0 Block 6 S S->N Wind Line 33.75 33.83 121.0 Block 6 S N->S Lee Line 2B.63 33.75 222.5 186.7 Block 6 S N->S Lee Line 33.75 33.83 186.7 Level 1 Magnitude Trlb Block F Element Load Wnd Surf Prof Location [ft] Pbs,plf,psf) Ht Case D1r Dlr Start End Start End It Accum. W W->E Wind Line 2.00 31. 50 70.3 Accum. W W->E Wind Line 31.50 32.50 142.7 Accum. E W->E Lee Line 8.08 31. 50 168.6 Accum. E W->E Lee Line 31. 50 32.50 95.3 Accum. w E->W Lee Line 2.00 31. 50 86.1 Accum. W E->W Lee Line 31. 50 32.50 68.0 Accum. E E->W Wind Line B.08 31. 50 230.8 Accum. E E->W Wind Line 31. 50 32.50 230.8 Accum. S S->N Wind Line 5.50 17.00 177.9 AcC'Wl1. S S->N wind Line 33.83 51. 00 177.9 Accum. N S->N Lee Line 0.00 5.00 119.5 124.8 Accum. N S-:>N Lee Line 13 .08 28.83 119.5 Accum. N S->N Lee Line 28.83 51.00 119.5 Accum. S N-:>S Lee Line 5.50 17.00 119.5 Accum. S N->S Lee Line 33..83 51. 00 102.8 Accum. N N-:>S Wind Line 0.00 5.00 177.9 199.0 Accum. N N->S Wind Line 13 .08 28.83 177.9 Accum. N N->S Wind Line 28.83 51.00 177.9 Block 1 W W->E Wind Line 1.00 2.00 Block 1 W W->E Wind Line 32.50 34.50 Block 1 E W->E Lee Line 1.00 Block 1 E W-:>E Lee Line 32.50 Block 1 w E->W Lee Line 1. 00 Block 1 w E-:>W Lee Line 32.50 Block 1 E E-:>W Wind Line 1.00 Block 1 E E-:>W Wind Line 32.50 Block 1 S S-:>N Wind Line 0.00 Block 1 S S-:>N Wind Line 5.00 Block 1 N S->N Lee Line 5.00 Block 1 N S->N Lee Line 5.50 Block 1 S N-:>S Lee Line 0.00 Block 1 S N-:>S Lee Line 5.00 Block 1 N N->S Wind Line 5.00 Block 1 N N->S Wind Line 5.50 Block 2 W W->E Wind Line 0.00 1. 00 355.8 7 WoodWorks@ Shearwalls Shearwalls 13061707.wsr Mar. 28, 2006 22:04:58 WIND SHEAR LOADS ( continued) Block 2 E W->E Lee Line 0.00 1. 00 244.4 Block 2 E W-;>E Lee Line 2.00 8.08 169.7 Block 2 W E->W Lee Line 0.00 1.00 244.4 Block 2 E E->W Wind Line 0.00 1.00 355.8 Block 2 E E->W Wind Line 2.00 8.08 230.8 Block 2 S S->N Wind Point 5.50 5.50 5057 Block 2 S S->N Wind Line 17.00 23.50 177.9 Block 2 S S->N Wind Line 23.50 33.83 177 .9 Block 2 S S->N Wind Point 33.83 33.83 7364 Block 2 S N-:>S Lee Line 17.00 23.50 119.5 Block 2 S N->S Lee Line 23.50 33.83 119.5 Block 2 N N->S Wind Point 5.50 5.50 5029 Block 2 N N->S Wind Point 33.83 33.83 7308 8 9 ,- ----~- I WoodWorks@ Shearwalls Shearwalls 13061707.wsr Mar. 28, 2006 22:04:58 I DRAGSTRUT AND HOLDDOWN FORCES Level 1 Line~ Position on Wall Location [ft) Holddown Force [lbs] Dragstrut Wall Or 0 eni" X Y Ld. Case Shear Dead U lift Cmb'd Force lbs line 1 1-1 Left Wall End 0.00 2 .00 5530 5530 1-1 Left Opening 1 0.00 16. 67 5530 5530 803 1-1 Right Opening 1 0.00 19 67 5530 5530 648 1-1 Right Wall End 0.00 31 .50 5530 5530 Line 2 Line 2 Vert. Element 5.50 0.00 3920 3920 Line 2 Vert. Element 5.50 31.50 3920 3920 Line 6 Line 6 Vert. Element 33.83 0.00 7595 7595 Line 6 Vert. Element 33.83 8.08 7595 7595 Une7 7-1 Left Wall End 51. 00 8.0B 12245 12245 7-1 Left Opening 1 51.00 16.83 8544 8544 848 7-1 Right Opening 1 51.00 19.83 8544 8544 1131 7-1 Right Wall End 51.00 31. 50 12245 12245 Line A A-I Left Wall End 0.00 2.00 4139 4139 A-1 Right Wall End 5.50 0.00 15076 15076 A-2 Left Opening 1 7.92 0.00 949 A-2 Right Opening 1 13_92 0.00 353 A-2 Right Wall End 17.00 0.00 17165 17165 722 A-4 Left Wall End 23.50 0.00 17519 17519 77 A-4 Left Opening 1 25.92 0.00 366 A-4 Right Opening 1 31. 92 0.00 229 A-4 Right Wall End 33.83 0.00 11290 11290 UneB B-1 Left Wall End 33.83 8.08 12489 12489 7083 B-1 Left Opening 1 37.58 8.08 BBI0 B810 5042 B-1 Right Opening 1 40.5B 8.0B 8B10 8810 5670 B-1 Right Wall End 51. 00 B.OB 12489 12489 Line C C-1 Left Wall End 0.00 31. 50 7410 7410 C-1 Left Opening 1 2_00 31.50 312 C-1 Right Opening 1 5.00 31.50 201 Line C Vert. Element 5.50 31.50 3679 3679 C-1 Left Opening 2 9.25 31. 50 462 C-1 Right Opening 2 12.25 31.50 51 C-1 Right Wall End 13 .08 31.50 26924 26924 C-2 Left Opening 1 16.00 34.50 534 C-2 Right Opening 1 26_00 34.50 1175 C-2 Right Wall End 28.B3 31.50 2B043 2B043 C-3 Left Opening 1 32.66 31.50 135 C-3 Right Opening 1 3B.66 31.50 1161 C-3 Left Opening 2 44.83 31. 50 199 C-3 Right Opening 2 47.16 31. 50 598 C-3 Right Wall End 51. 00 31. 50 12209 12209 Level 2 Line- Position on Wall Location [flJ Holddown Force Pbs) Dragstrut Wall 01-0 In X Y Ld. Case Shear Dead U lift Cmb'd Force bs Line 2 2-1 Left Wall End 5.50 0.00 3920 3920 2-1 Left Opening 1 5.50 17.42 294 2-1 Right Opening 1 5.50 20.42 187 2-1 Right Wall End 5_50 31. 50 3920 3920 Line 6 6-1 Left Wall End 33.83 0_00 7595 7595 6-1 Right Wall End 33.83 8.08 7595 7595 5475 Line 7 7.1 Left Wall End 51.00 8.08 3701 7-1 Left Opening 1 51_00 10.41 27 7-1 Right Opening 1 51. 00 12.75 217 7-1 Right Wall End 51.00 31.50 3701 01 Line A A-1 Left Wall End 5. SO 0.00 4999 A-1 Left Opening 1 7 .92 0.00 138 A-1 Right Opening 1 13.92 0.00 166 A-1 Right Wall End 17_00 0.00 11227 A-2 Left enin 1 18.75 2.00 109 10 WoodWorks@ Shearwalls Shearwalls 13061707.wsr Mar. 28, 2006 22:04:58 DRAGSTRUT AND HOLDOQWN FORCES (flexible wind design continued) A-2 Right Opening 1 21.75 2.00 43 A-2 Right wall End 23.50 0.00 11376 11376 A-3 Left Opening 1 25.92 0.00 195 A-3 Right Opening 1 31. 92 0.00 109 A-3 Right Wall End 33.83 0.00 5148 5148 UneB B-1 Left Wall End 33.83 8.08 3679 3679 3453 B-1 Right Wall End 51.00 B.08 3679 3679 Line C C-1 Left Wall End 5.50 31. 50 3679 3679 C-1 Right Wall End 13.0B 31.50 8803 8803 C-2 Left Opening 1 15.16 34.50 801 C-2 Right Opening 1 18.16 34.50 511 C-2 Left Opening 2 19.50 34.50 622 C-2 Right Opening 2 22.50 34.50 331 C-2 Left Opening 3 23.58 34.50 421 C-2 Right Opening 3 26.58 34.50 131 C-2 Right Wall End 28.83 31. 50 10173 10173 C-3 Left Opening 1 29.91 31. 50 407 C-3 Right Opening 1 32.91 31. 50 117 C-3 Left Opening 2 35.41 31. 50 325 C-3 Right Opening 2 38.41 31. 50 34 C-3 Left Opening 3 40.91 31. 50 242 C-3 Right Opening 3 43.91 31. SO 48 C-3 Left Opening 4 45.41 31. SO 76 C-3 Right Opening 4 48.41 31. SO 214 C-3 Right Wall End 51.00 31. SO 5048 5048 Dead load contribution to combmed force IS factored by 1.00 load combination factor 11 --~_._~._~- -_.~ WoodWorks@ Shearwalls Shearwalls 13061707.wsr Mar. 28, 2006 22:04:58 .------ Rigid Diaphragm Wind Design SHEAR RESULTS Norlh-South W For Shear Force [pit] Allowable Shear [pit] Crlt. Shearlines G Dir Ld. Case V b. V/L V/FHS In! Ex! Co C Total V lb. Res. Line 1 Level 1 Lnl, LevI 4 S->N 16039 543.7 605.3 125 489 1.00 A 614 16283 0.99 4 N->S 15791 535.3 595.9 125 489 1.00 A 614 16283 0.97 Line 2 Level 2 Ln2. Lev2 1 S->N 7698 244 .4 270.1 125 335 0.94 A 432 12301 0.63 1 N-:>S 7644 242 .7 268.2 125 335 0.94 A 432 12301 0.62 Line 6 Ln6, Lev2 5 S->N 2168 68.8 268.3 125 824 1.00 A 949 7671 0.28 5 N-:>S 2145 68.1 265.5 125 824 1.00 A 949 7671 0.28 Line 7 Ln7. Lev2 1 S->N 6143 262.3 291.3 125 335 0.99 A 457 9639 0.64 1 N-:>S 6068 259.1 287.8 125 335 0.99 A 457 9639 0.63 Level 1 Ln7, LevI 5 5-:>N 15814 675.2 774.4 125 824 1.00 A 949 19385 0.82 5 N-:>S 15482 661.1 758.2 125 824 1.00 A 949 19385 0.80 East-West W For Shear Force [pit] Allowable Shear [plf] Crlt. Shearllnes G D1r Ld. Case V b. V/L VIFHS Int Ex! Co C Total V bs Res Line A Level 2 LnA. Lev2 1 W-:>E 2783 98.2 208.8 125 335 0.59 A 272 4235 0.77 1 E-:>W 2920 103.1 219.1 125 335 0.59 A 272 4235 0.81 Wall A-I 1 W-:>E 1148 98.2 208.8 125 335 0.74 338 1862 0.62 1 E-:>W 1205 103.1 219.1 125 335 0.74 338 1862 0.65 Wall A-3 1 W-:>E 904 98.2 208.8 125 335 0.71 329 1423 0.64 1 E->W 949 103.1 219.1 125 335 0.71 329 1423 0.67 Wall A-2 1 W-:>E 731 98.2 208.8 125 335 0.59 272 951 0.77 1 E-:>W 767 103.1 219.1 125 335 0.59 272 951 0.81 Level 1 LnA. LevI 1 W-:>E 5781 170.9 377 .1 125 335 0.67 A 310 5634 1.22* 1 E-:>W 6634 196.1 432.7 125 335 0.67 A 310 5634 1.40* Wall A-2 1 W-:>E 2074 170.9 377.1 125 335 0.70 321 1763 1.18* 1 E-:>W 2380 196.1 432.7 125 335 0.70 321 1763 1.35* Wall A-4 1 W-:>E 1633 170.9 377 .1 125 335 0.67 310 1342 1.22* 1 E-:>W 1874 196.1 432.7 125 335 0.67 310 1342 1.40* Wall A-I 1 W-:>E 2074 170.9 377.1 125 335 1. 00 460 2529 0.82 1 E-:>W 2380 196.1 432.7 125 335 1.00 460 2529 0.94 Line B Level 2 LnB. Lev2 1 W-:>E 3487 76.6 203.1 125 335 1.00 A 460 7895 0.44 1 E-:>W 3665 80.6 213 .5 125 335 1. 00 A 460 7895 0.46 Levali LnB, LevI 2 W-:>E 5182 101.6 365.8 489 489 1.00 X 979 13 867 0.37 2 E-:>W 5955 116.8 420.4 489 489 1.00 X 979 13 867 0.43 Line C Level 2 LnC. Lev2 1 W-:>E 4937 108.5 201. 5 125 335 0.72 A 330 9122 0.61 1 E->W 5221 114.8 213.1 125 335 0.72 A 330 9122 0.65 Wall C-l 1 W->E 1528 108.5 201.5 125 335 1.00 460 3486 0.44 1 E-:>W 1616 114.8 213 .1 125 335 1.00 460 3486 0.46 Wall C-3 1 W->E 2049 108.5 201.5 125 335 0.73 335 3407 0.60 1 E-:>W 2167 114.8 213 .1 125 335 0.13 335 3407 0.64 Wall C-2 1 W-:>E 1360 108.5 201. 5 125 335 0.72 330 2229 0.61 1 E->W 1439 114.8 213 .1 125 335 0.72 330 2229 0.65 Level 1 LnC, LevI 3 W-:>E 9444 185.2 354.2 335 335 X 377 13824 0.94 3 E->W 10910 213.9 409.2 335 335 X 377 13824 1.09* Wall C-l 3 W->E 2508 185.2 354.2 335 3857 0.65 3 E-:>W 2897 213 .9 409.2 335 3857 0.75 Wall C-3 3 W->E 4900 185.2 354.2 335 7799 0.63 3 E-:>W 5660 213.9 409.2 335 7799 0.73 wall C-2 3 W-:>E 2037 185.2 354.2 335 2168 0.94 3 E-:>W 2353 213 .9 409.2 335 2168 1.09. 12 WoodWorks@ Shearwalls Shearwalls 13061707.wsr Mar. 28, 2006 22:04:58 DRAGSTRUT AND HOLDOOWN FORCES (rigid wind design continued) A-2 Right Opening 1 21.75 2 .00 87 A-2 Right Wall End 23.50 0.00 11376 11376 A-3 Lef t Opening 1 25.92 0.00 397 A-3 Right Opening 1 31. 92 0.00 222 A-3 Right Wall End 33.83 0.00 5148 5148 Line B B-1 Left Wall End 33.83 8.08 3679 3679 2282 B-1 Right Wall End 5LOO 8.08 3679 3679 line C C-1 Left Wall End 5.50 31.50 3679 3679 C-1 Right Wall End 13.08 31. 50 8803 8803 C-2 Left Opening 1 15.16 34.50 951 C-2 Right Opening 1 18.16 34.50 606 C-2 Left Opening 2 19.50 34.50 738 C-2 Right Opening 2 22.50 34.50 393 C-2 Left Opening 3 23.58 34.50 500 C-2 Right Opening 3 26.58 34.50 156 C-2 Right Wall End 28.83 31. 50 10173 10173 C-3 Left Opening 1 29.91 31. 50 484 C-3 Right Opening 1 32.91 31. 50 139 C-3 Left Opening 2 35.41 31. 50 385 C-3 Right Opening 2 38.41 31. SO 41 C-3 Left Opening 3 40.91 31. 50 287 C-3 Right Opening 3 43.91 31.50 57 C-3 Left Opening 4 45.41 31.50 90 C-3 Right Opening 4 48.41 31.50 254 C-3 Right Wall End 51.00 31.50 5048 5048 Dead load contribution to combined force IS factored by 1.00 load combination factor 14 j- I WoodWorks@ Shearwalls Shearwalls 13061707.wsr Mar. 28, 2006 22:04:58 15 07-20-2006 08' 21 RICI-IARD SAETTA GC INC 63r76':4999 PAGE2 p- lUCHARD SAETTA /'" ------;- . GENERAL CONTRACTOR,lNC. @ "THE FIRM THA r RUTT,T RUG TJfHT" JUL 2 0 2 'S'il/ 64355 Main Road, P.O. Box 204(1 -" ..' i Greenporr, New York 11944_.--..' I Fa~~~~1~(i~~~~:99 ----~ Toll Free 1-800-439-1633 July 20, 2006 Southold Building Department Southold New York 11971 Building Permit Number: Not Issued Applicant: Blasko (Formerly Fogarty Properly) To Whom It May Concern: This is a letter to inform the Building Department that the applicant has not yet reached a final decision on the porch and deck layout for tbe projecl. At this time we arc asking that construction (temporary staris) be allowed to be construced for the purpose of construction and that the applicant will amend the permit issued when ... decision is reached as to what hclshe would like the design for the porch and deck. The applicant is also aware that tbere will be a price adjustment that hclshe will dear up at the time of plans being submitted to the building department offices. Thank you RespecttuHy yours, , I .. lee, Richard Saetta GC, l!\C. Courtney ~L WoodWorks@ Shearwalls SOFTWARE FOR WOOD DESIGN WoodWorkS@Shearwalls 2004b Levellof2 Shearwalls 13061707.wsw '" ,.,- - rf ",'" a,'" N C~2 '" ," ,,'l- ;': ~oi5( ~ - ~ --~ ..0", C-3 ~ ~ q,." 0", " '" ceo I m~ '" '" ci "- -10' -5' 1<>"'nJ'> ",'" ~ ,: .../' 91' ",'" '\<; B-1 .- '{>" "6>? <%>? ; (9..9 0 0 o on .. ~l ., l' ,,'l- ~ ....'" .. "' '" 1~;j12 A-3 '" "", il-'" .... 7", 0>", ~ 7> 6'{g A-4 " ","-' ,,~^' 77 ..0"'0 ~-- ....!l'l.. 7> 7",6' A-2 UI 105_9261 177.9 177.9 177-9 177.9 0' 5' 10' 15' 20' 25' 30' 35' 40' 45' 50' 55' Loads Shown: W; Forces: W + 1.00 Mar. 28, 2006 21:40:38 50' 45' 40' 35' 30' 25' '" .; 20' '" ~ 15' 10' "- m 5' '" ~ '" ,'0; 0' ..'" N -5' -10' 60' 65' , S~.'3Q6ml1,...w Level 2 /l( l ~'C.:;'L.. .... 0: '. f '^_,,'_ ~F ~ /-"--- ~( -. ... .0. ~ \ ; ~---..... ~ I \.,' .. -5' 0' \ WoodWorks@ Sheal'lNlllls SOFTWARE FOR WOOD DESIGN WOOdW"'k", SMo_lI. 2004b ,.\? ; Ij},f? [;l ~ ",'#-.. ;;:>J .' .~:l:l ~, q iJl " :; ~, ~"''''''"... '", ":,. .I ,~, j ! .,.. , 1 ""~ " ~I yO ~ \l{lI' I(; ~- !<;j'P. '\7~ ~. f-- . 'hA~' "r' ,.., .". f , ~ tl ~t~ f1! 10," , " ;;'''4 "'" \o',jt".~ , \~ iT , .. ,'," ,~i;"; '>:> ?' q r IiI r r '.'. It.". 1 ! ; , f... U; Aef ! l' j I j I I I I' ! lLl.~""_J"",Lh,.. t7IMn oOi....LJ~vb,b 1'~tJ--1ft'\"'tn-~7?(/ '~JU~ 1J1'J'81) t;.;'~1r! ! l 1 i J! I i ; i -f;;- I, "111;; S' 10' tft ?O' ,~. :\t,' ~5' 40 o!\' SO' ~7~/ - lil PLf e=t.sLX l'oL -f'L- 21-;(;&,'~, I Mor, 28. 200~ 21 :~311 50 45 411 "J~~ ~.'c ~~.~: :'tn' :l!l' ~' ~_4; ~~4~ ,('", ~",f _ ,.... ;. ~ -..--.0\/"1>, j~ ~, , Aim "-"''''7- --..,$1 ,..t' ~ -~ ?S' 20 1b .....-..-.1, ", ~ ,~' IV ~(r... -....,p- --i:: ,0.. -~ ';1:- '--4 d ~ ...". p "~-'''';'t ~-"'~" -~-~.~)_....'. , _.d\:J ~ >(; '"" " 10 5 c .~ H 55' (lO' 05" r" -" '~~~'l '?AtO?& \.JI,.lbl~_ I . Kx\ (U">E /(oLl fIJCV) C u:o/c.... c7Ji1:';; l.t''q'/:; d71r:'L5 ~ I Permit # Permit Date REScheck Software Version 3.7.3 Compliance Certificate Project Title: SAETTA I BLASKO Report Date: 05/OSl06 Data filename: Untitled.rck Ener9Y Code: New York State Energy Conservation Construction Code Suffolk County, New York Detached 1 or 2 Family Non-Electric 12% 5750 Location: Construction Type: Heating Type: Glazing Area Percentage: Heating Degree Days: Construction Site: Owner/Agent: BUILDER INC P.O. BOX 916 QUOGUE, NY 11959 Designer/Contractor: AVIS AMERICA 180 HENRY ST. AVIS, PA 17721 Comf:liance Passes ~,1axllmw1 ur... 524 YOlll Home UA 422..> 19,51% Better Than Code (UA) Assembly ..... Ceiling 1: Flat Ceiling or Scissor Truss: Wall 1 : Wood Frame, 16" o.C.: Window 1: Vinyl Frame:Double Pane with Low-E: Door 1: Solid: Door 2: Solid: Door 3: Solid: Door 4: Glass: Door 5: Glass: Floor 1: AU-Wood JoistITruss:Over Unconditioned Space: 1276 3293 332 37 20 20 40 21 1276 19.0 30.0 19.0 0.0 45 0.0 169 0.330 110 0.280 10 0.140 3 0.140 3 0.390 16 0.280 6 0.0 80 The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this pennit appUcation. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of hislher knowledge, belief, and professional judgment, such plans or specifications are in compliance with this Code. BuilderlDesigner Company Name Date SAETTA f BLASKO Page 1 of 4 I REScheck Software Version 3.7.3 Inspection Checklist Date: 05/05/06 Ceilings: o Ceiling 1: Flat Ceiling or Scissor Truss. R-30.0 cavity insulation Comments: Above-Grade Walls: o Wall 1: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: Windows: o Window 1: Vinyl Frame:Double Pane with low-E. U-fador: 0.330 For windows without labeled U-factors, describe features: #Panes _ Frame Type Thermal Break? _ Yes _ No Comments: Doors: o Door 1: Solid, U-factor: 0.280 Comments: o Door 2: Solid, U-factor. 0.140 Comments: o Door 3: Solid, U-factor: 0.140 Comments: o Door 4: Glass, U-factor: 0.390 Comments: o Door 5: Glass, U-factor: 0.280 Comments: Floors: o Floor 1: All-Wood Joist/Truss:Over Unconditioned Space. R-19.0 cavity insulation Comments: Air Leakage: o Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. D Recessed lights must be 1) Type Ie rated. or 2) installed inside an appropriate air-tight assembly with a 0.5- clearance from combustible materials. If non-Ie rated. the fixture must be installed with a 3" clearance from insulation. ~\IIIIlIlIl~ll!ImUII/I/" .,""~~ ~ OF NEW ~~q~ ..,'1;';:' ro"*.,, ",'4- ,l'O J. '10 '9-t-", d' '" ;c ~ ~. ~.~ :; Materials Identification: -;t, - ~ o Materials and equipment must be installed in accordance with the manufacturer's installation instructio 't~' ~ >; o Materials and equipment must be identified so that compliance can be determined. ";:<~O~E \ol\t-"':,.i' o Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment m~tJ;lltdl~. o Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Vapor Retarder. o Required on the wann-in-winter side of all non-vented framed ceilings, walls, and floors. Duct Insulation: o Supply ducts in uncondiUoned attics or outside the building must be insulated to R-8. o Return ducts in unconditioned attics or outside the building must be insulated to R-4. SAETT A I BLASKO Page 2 of 4 i o Supply ducts in unconditioned spaces must be insulated to R-8. o Return ducts in unconditioned spaces (except basements) must be insulated to R- o Return ducts in unconditioned spaces (except basements) must be insulated to R-2. . Insulation is not required on return ducts in basements. Duct Construction: o All joints, seams, and connections must be secureJy fastened with welds, gaskets, mastics (adhesives), mastic-pJus-embedded-fabric, or tapes. Tapes and mastics must be rated UL 161A or UL 181 B. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pal. o The HV AC system must provide a means for balancing air and water systems. Temperature Controls: o Each dwelling unit has at lesal one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: o Separate electric meters are required for each dwelling unit. Fireplaces: o Fireplaces must be installed with tight fitting non-combustible fireplace doors. o Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicabJe. Service Water Heating: o Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. o Insulate circulating hot water pipes to the levels in Tabje 1. Circulating Hot Water Systems: o Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: o All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: o HVAC piping conveying f1ukts above 105 degrees F or dlilled fluids below 55 degrees F must be insulated to the levels in Table 2. SAETTA f BLASKO Page 3 of 4 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Heated Water Temperature rF) Upt01" Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Non-Circulating Runouts Circulating Mains and Runouts Table 2: Minimum Insulation Thickness for HVAC Pipes Piping System Types Heating Systems low PressurelTemperature Low Temperature Steam Condensate (for feed water) Cooling Systems Chilled Water, Refrigerant and Brine Fluid Tamp. Range("F) Insulation Thickness in Inches by Pipe Sizes 2" Runouts 1" and less 1.25" to 2.0" 2.5. to 4" 1.0 1.5 1.5 2.0 0.5 1.0 1.0 1.5 1.0 1.0 1.5 2.0 0.5 0.5 0.75 1.0 1.0 1.0 1.5 1.5 201-250 120-200 Any 40-55 Below 40 NOTES TO FIELD: (Building Department Use Only) SAETTA I BLASKO Page 4 of 4 ~!J!\<""'" BI'AtING:2-(l;(1 LOADING (pit) TelL 31.5 . (GrauodSn0w004S.0) reel. 10.0 E1CLL 10.0 BCOL 10.0 LUM8ER TOPC}.lORO 2 X .. BPI'" No.2 aOTCHORO 2X'$PFt><<I,2 W'E'BS 2X3SPFStud NU HM691001 2.1.12 2-1-12 5,QO~ J-1-j;.o' .t1 "';11 ;6 . I ~ ~o-1-8 yP/ 6 / 5 \l"\.l)~ -~ 3x4~4 ~// 3 ..~~.--: //" ~/ 6EH18A -,"" HINGE MONO 5-4-8 3-2.12 / ,,~~ 61 2.1.12 2-1.12 :l).2.4()..NI 4:0-0-50-0.0 1S:O-O-11()"1 PACING: 1-4-0 ........"'" TCll 47.3 (Grol.nd&-67.5) TCOl 15.0 8CU. 15.0 6CDL 15. 1x411 8 W2 5-4.8 3.2-12 IPACNli: 1.0.0 LOADlNO "'" TeLL 8M (Gnuld Snow-8Q.O) TCOt. 20.0 Ba.L. 20.0 20.' PORCE8 (IIl.~~urnT~ 1'01' CHORD 1-2 M8 2-3 ..ae6mO 3-<1 -.145/0 +II .7210 M ...32ItJ 7-8 -16ll1203 00' CHORD U ..4421<485 7-8 -4421465 WES8 :s.a --2<41117 3-7 ..371377 s.e .181f218 BRACING TOP CHORD SInll;\ul\lIil_WoOG "-dWIg dnctly8pplled Ot 5-4.8 oc pIri"" eIleepln veriiCills. BOT CHORO R"l(IIdcejlin"dlnlcllyIlPPU~or8-6.()oc:bredng. JOINTS fSrBcealJl(lI):B 'l!;I.!CJ!QN.' (Jb(I!U) 2 . , MaxHorz 2 Ma~ Upl~1 2 , MBXGra~ 2 1_7___ ,,,..,.. 213fO.3.a 149(~can8) "58{lb8dcaNl8) .156(klecIC8M7) 45O(loBdcaNl13} 383(161d_13j "ACING 2-0-0 ~1nt:fWR 1.15 l.I.mberl~1.15 ~SlNHlt'llJ' YES COdo'BC2OO3IT1'I2<JO NO,... 1) WIncI: ASCE 7.o:z; 12Cmph 02411'1 o.c.: ""30ft: TCOL_3.Optt, SCDL-3.OpIl'; c.teggryll; Elcp C: 1IIlCbted: MWFR8 g8b1e -' zone_ c.c ExIftlf(2}_:____ldaldllghllUpClWd; I.umberDOl_',ellplDp oal.-1.33. 'ThIIlNMIIMIgrMod rurC-CfDrmembnand 1OI1*I._for MWfRS for ~,,***,. 9 '<< 0 ;/ ~0~ ....\t-'v#' ~,,~ OFESS\O\'" -;:,.""",,~ ~/"'IIIhIIllI/lIIIIl!I!i\'I\\\\\\~\\\"'~ 2 ;:! 1 UN.ALANC.DLOADa 24"0iC _ 47.25ptf 16'"0iC - 7O.88ptf 12"OK: - 84.!50ptf C8I TC 0.88 Be 0.30 'NB 0.18 1-' . .... , .. . ndUIll1n,II'IC.W'" 0314:1.:08 .." DEFl Vlltl(LL) Vo<(11.l _I'L' '0 0.01 ~.02 ,... I"" . H , .", .m "" ., u. '" '"' ., PLATES "'" MII18 GRIP 19711<< 1411138 W.lght:18Ib Zl WInd: ASCE 7002; 147mph 0181n o.c.; h-:JOIl; TCDl.....5pIf: BCDl....5pIf; CDgDryll; Exp C; encIoMd; MWI"RS ~ n <<nil c.c Elderlor(2)zana;--"""'ldend 1W'Il~; WnberDOl..-1,lIOplallr1l DOL-1.33. ThlI Ma.~farC-Cb'INlTI..anll ron..anllfor MWFRS lIDrrwdloN~. 3) WInd: ASCI! 7-('2; 150mph 012t1 o.c.; h-3Olt; TCDl.-e.OpIf; BCOl-e.OpIt; CattIgoryll; Ellp C; encloMcI; MWI"RS IlIbkI n Ind c.c ElQrIpr(2)--;~IMl""~elqXIHd;~00l..-1.60plUlIriP DOL-1.33.",..tn-. .~b'c.cb'INlTIbenI-'rorce.,lndfor MWFR8for~~. 4) TeLL: ASCI! 7.Q2;Pg-45.0 '*'~ 1rlOW): PI-31.5P11'(roohnowl; Clteggryll:ExpC;P8ftl8IyExp.:C>1 5)Rool'~_IlMd_bRn~toKCClUf'ltfor... ll)U......._O'S' ~ bRn~forltW*Vl. 7j ThlIIrUM -. '-" dMlgNd for gr-..dm 1lXII1tv. a.d of 19,0 pit 01 2.00tw-1llIt1lXll~ f1l31.5 ptfon -'*'91 J'IOftoCllI1l:U wllholh..-Ilw ..... I)ThIIIrUM '* t.e.ldw9led"P'f"IBCSecl. 1805.3.1.1 L.o.d flIdudlon, formullple.....loIlIIlJ. d."DNDTES ~f""_.1no\. 211OIEIoSTIELTU"lI'lO'/oIEtI) WARNING .VWffydealQnpwamefwa.,...... "__"'~ll'~Alllll~ 0IlNll)~""1OlI,"1~_ TNI......._..-,______Io""".._.._._.....___~.~"'........_.. ..._~.,___Io~...._............_~.~_Io"""__"'___.onIy. -..:-.oy........._..........._Io...--..,..._.__-..."'...._.......... 10 1/10 .-...,..,................,..__.---.-...--.--.-..__Moftg._on...QloII\I._. ~...................-....I~~............""'---_......'-__,8)~O'O".-.WI$:t71t 1101 _.~,__.... 91 All F'II* IIf1I MT20 plallIl un,"1 oI....,...,...lndica!ed, 10) s...BEH180ETAlLSfor~~1. 11) PrtwlIlonI rrulbtl l'MCfe to IRWfIt late,.. moVlIff'lIfII alhlnged mlmber(l) dur1ng~. 12)N1<<1dlllorwlmembllreonnllCtlonlw"blIprovldlldbyOllltnforforcealll indlllllt.d. 13l en. RT7 USP CIClMedorI r.commllf'lll<<llo eonneel Il"IAl 10 blIlring walll dUll 10 I4IIIft 1Ijt(1) 2 anll 7. 1'lThlltruulldHlgl1lldinKCOf'dllncllwllhIhll2003Int.meUonalBUikjlng Code Illalan 23Oll.1 Ind rwflIrenclld allnderd ANSlfTPI 1 15) ThIIInIu h.. bMn doclgnlld to ",_tho 2003 lee Sect"'" 2308.10.7,1;20031RCR802.10.2 18)Tllkepl'lCeUllon\okHplhechof<l.jnplane.Qr'Yb8ndlngll'twist~llIoll"'" hlflQlt~lmUlltbe'WlljredbllfofelhotbulldlogisputinloS8fVlca. 17) Thlf.ln.I&I h.M been dllS~ned 10 melt 2002 BCNYS IlIe 2303.4 (Building CodlldNlIWYQf\l;Stefllj 18) Thlr.1nl&fI1\tI1 been deligned 1of1lll81 ~02 RCNYS R802.1~.2 (RMldlll1tlll Cod. al N_ Yol1c SWIll 1.101>------ i 35808 I- I T_ ". HM691001 HINGE MONO No. m 7445 ,...v."TH'6~ 0-1' ''''';;-~ ~~ ~ o t "KEVIN W. FREEMAN .. NO. 03451,8 ... '$10 ,~'e ~:~ "~!ONAL -e.~~ . ......... .... 6.200. .tI2 _ndwtrIn. roc. Wec:lMtIy 14:14:lla2Dll6'"-g. ''.\'\ 't!" '''''%;, ~ ...\~'v ~ "{'>i'", OFESS\O'''' ~$ iII"'''''/{lmll!llIl\1\\\\~\\\\\\~ WARNING. VerltydMlgn".,..metwaMdREADNOTES "-E~'=~ ~~I~::~tfJ' ,...".........--~---.-......_~_Iot.___-..,,~of-..I*'___ -_-....-..._..~.,-..__-__.................._..Ior__oI__.......-.<riy -1IIIolIIIlfIry......_...,~-....~"'.._,___~of"'-__..... ..............toM,...........__..-___-....,-.__.-.ry.__ond~._OIT....~_. OU'..................-"""'1..............-.....~....-..._T....__.5I3D'OnaIrIoDo'lwo._WI53'" J. 11... _.u.w...,_ ""'- ...- 28359 TN_ P442401 UnlvefSll forest ProdudlIM, Gl'alld RapkW, 49525, "'.J. strong 7-1()..8 7-10-8 Plate Offsets X Y : 1 :1).1. 2 0.+8 SPACING: 2.0.0 LOADING (psf) Teu. 26.1 (GroI.IlldSn~!!i.O) reOl 10.0 Bell 10.0 BeOl 10.0 LUMBER TOP CHORD 2 X 6 SPF No.2 BOT CHORD 2 X 10 SPF NO.2 I BRACING , TOP CHORD IStruclur'IWOodSh_thlngd)reI;UY.PPlled013"1_'5~purllnl' BOT CHORD Fligidclllllngdlfe.cllyapIlUldIlf9_8-5oeb,..elng, I REACTIONS {1b/llzl) . , MaxHorz , MaxUplifI . , MllxGl'll\I . 1 ,1 " llE~'" . T '''O~ ..~.:' !lf~:TB'.' 8 .QIIflf / // /'T. :000-110.0.0 SPACING: 1+0 LOADlNO(pBf) TCLL 39.1 (Gtound Sn0w-67.5) TCDL 15.0 BeLL 15.0 BCOL 15.0 "''""'''' ,"""" 345(loadcue 7) .395(lo<<lCllM9) -39S(lo8dCII..8) FORCES (Ib) - Mallimum CompresalorrJt,lllllmum T.~lon 159(loIdcase 4) 7150(Io8dCllM3) -". KINGPOST '" " 15-9-0 7-10-8 / -- . //~''- / ,." "- /// // t1 """"'- '", ", ,"",'~ "--~T'0., '~.. " ", ~ '" " '- "", """ '~ ", ~ '- '''-. '" ~. '-"" "'-', 'y ~., "",- -='''1~ "''-., '-, "'" '-, "~. " 15-9-0 15-9-0 SPACINO: 1-0.0 LOADING (paf) TeLL 152.2 (Ground Sn0w-90.01 reDl 20.0 BOll 20.0 BCDl 20.0 TOP CHORD 1-2 -6&41479 2.3 ~ .57st.,. BOT CHORD 1-<4 -1nl38O NOTES 1) WInd: ASeE 7.98 & 1..02; 120lnph 0241n o.c.; ha3ot1; TCOL-3.Opst: acOL-;tO!*: Cltegoly II: Exp C: encloHd: MWFRS gable and zone and c-c Exterior(2) zone; canlllwer left and right IUpOHd : Lumber OQL-1.80 p", grip OOL-1.33. Thill lruu la c1e,igned for c-c for memberlllll'ldtorc.l, and for MWFRS for rMOtIonI ~d. 21 Wlnd:;.see 1-98 & 1..()2: 147mph 018'" o.c.; Waft; TCOL-4.5psf; BCDL_...5pIf: CIIt.oory II: Elcp C;.-doIed; MWFRS gable and zone .ndC-CEmri0r(2)zone:~Ieft.ndrlght~ : !.umber oot.-1.60" '"' OOL_1.33. TNlIrUP I. dnlgnM for C-C for mernbn I!nd forcM, Ind for MWFRS for I'NCIIonI tpItCIIled. 3) WIncI: ASCE 7-98 a 7-02: l10mph 0121n o.e.: ha30lt TCOl_e.llpIt, BCDL-6.OpIf: cet.gofy If; &p C; M'ICbNd: MWFRS gable end zone IndC-CExWri0r(2lzone;~Ieft.ndrtghtltXpOHd:L.umber 001.-1.80 pIIIlgrip OOL_1.33. l'hlIlnJu'-d,tlgn<<lforC-C for ~andf~I,.ndforMWFRSforl'NetlonslpeClt\8d. 4) TeLl.: ASCe 7.98 & 7.02: P(Ja45.0 ~ (ground snow); P..26.1 ptf (roofanow); C8legory II; EICp c; P*1I1I1yExp.; Ct-l UNBALANCED lOADS 39.13 PSF G 24" Ole 51.70 PSF G 18" Ole 78.27 PSF@12"0IC --4421439 PAGe 1/2 .s" ok' ,Inc. TueNov 8:03:582 .,., . , % 7 ff 't),;..o.-?; t-"'}> ~~~.j;.;. o,t:'E"SS\O~ ~$ '-tll!IIiI!fII!!JI!t!'\t:i\\\\\\\\\\\\\~ 1 I ,.0.0 I Optional C8ntilevn one or both ald.. REACTIONS (lbfslUl 1 914/0.3-8 MaxHorz 1 345(\oIJdCls.7) Max Uplift 1 -652(1oad~81 MaxGl1Iv 1 985(IoadCll..3) SPACING 2.0.0 PlIIlalnc:reau 1.15 Lumbwll'lCl1lA8 1.15 ReI) StreN Incr YES CadI IBC2OO3ITP12002 CO, TC 0.80 Be 0.54 we 0.00 (.....) DE'L " (Ioc) "011 LI<l PLATES GRIP V.r1{I:1.) ..Q.18 1~ .... ,.. MT20 197/144 V.rt(TL) 'us ,~ .... l8C MIl18 141/138 Horz(Tl) 000 . "', "', Weight: 821b 5) RoofdMlgn UlOWIoed '- been ~ toaccountfrxllope. 6) UnMleneeclllnow IoRI Mile been ecJnIIMred for thII d..lQn. 7) Thle INA hM been designed.. perlBC Sect. 11505.3.1.1 LolId reducllon,formulllpltllveloeds. 81 All pIMn.... MT20 plllleI unIen otMrwilelndlCllted. 9) See BEH16 DETAILS fotple.te pl8eernenl 10) Pl'OIIIslonI musl be !Md. to prevent ~tenII mov_t of hinged lMfnber(slduring\rllr.p0rt8l1on. 11) AI.&I1t\onaI memberQOl'll'lKtlonl sh" be provkllld by otherI for foreM..indICllted. 12) Provld41 meet.nlcet COI'IrIKIIon (by others) oflruu 10 bMring plablCll~ofwl~ng311!lIbupllfteljoInt4.nd395lbupllftet jo1n11. 13) This tN.. Ie dulgned In -=cordenCll w11h the 2003 tntemellonel Building COd. MCIlon 2306.1 end referenced Ilendertl ANSlfTPl 1. 14) This lRIII MS been dHlgned to meet the 2OO31BC Seellon 2306.10.7.1: 2003IRC R802.10.2 15) This lnJ" has bnndMigned 10 meet 2002 BCNYS see 2303.4 (Building-COd. otNIiWYoriC-State). 111) ThlalluuhisbMn:,dHlgned:tiimeet2002 RCNvS l~802.10,2 (Resldentlil Codl OfNiW YOlk Statl). [PI W"NING ,~...~ --_R"ONO"""'" - ~~-""-'-."'" 2101EMTNl.TUHI'~~'~ -, "f) ....... ._", ....,.,..-.-. ..... .- _l'l.........ltlF.u:l'l*3Q-OOlIO llIlN<<I.RAPI03...r ,- '''.'.. TIIIo......_....,.___-."""II....._...-.-'...._"""_--.:~oI............... ..... 11III..--,.-"-.--.......-..,,...-............_............_....._"'-'''''___"'''', .,. -.........,......II_...,.......-...........--,,,,.._,__......."'..._t_...... ,.. ~"......................__.-__-..-................d.....,........................._ceT,..QuoIlly8.ocIotd. DlIIHI..........-.-~~....-...........__fRorftT...._...._,M3-D"ll_t>rIv.._.WI~'719 ,j; , -~-_..... r' 28359 ~a1For.IltP I I I I i , L NU P442401 ucb Inc., Gl1Ind Rapldl, 14 ..- NY ... KINGPOST \\,UUIIl"", .....,.." C"-'O' """ ~g.."\.."....... '( '... ~~O.:c;tf.8SJa~....:1- ~ ;....1~, .\7'\ : !(l SEAL ::: S \ 028074 J j -:'~'.A ~.....~ ":o~.,~ NY;.~;/~:- 0:..., 7+....}.......~~~~ "'" It, Ff't:,.."" ""fln"'" 01"'...., eF MAi'J' ",~,'''lI:'r.'.!:<.f dfj'''.~~ ,. ., , , ..' . il!; ~\. /Iltj 1:ii;:~O""'~'"::",, .../(;;.iAL'~:;': Iflltnl 19"'''~ ...~~.Qf..!?"i;:.. "'.... ....0\ 1.( KEVIN \.\ ~. w. 'tJ' = FREEMAN ! \. E~29 i ......, ~... ~..~~?IST.~... , .~"Jilb~ ~" of..R,9tttf,ic ~ ...":....... F~i...1.'\ ~.~~t;.,'" :I*i~ ~!* ~\ !.. 't"" I. 2210';) lHt ~'..:aENS~..."# L~~/",,,,,":.,,,e '''~~f~ AVIS HOMES 212 PA 1 04R-A-15'9-9P-154HH REF'Z123373 KEVIN W. FREEMAN No. m>- REGISTERED PROFESSIOHAlENGINEER tl~6'F~ . o~ t}.f;. . ..~ ~ o ~ ~ 7. '\ KEVIN W. FREEMAN :: No. 034511 \1l q .~~~ ~-t ....8'ONI\1. E.~. .. ......... PAGE 212 . .., ........lnc:. ueNov23 8; 3:58 Pig. 1 lIAoM.. J.... ....----'REAONO....... ~F...iPnlciuClo....., JlIlltW1_T1:Ii€Im1_~"" ,'" WAAHING.._..,_.....plIIWnM._._... ..' ...... _1~"""'I""AXlIti~_ GItANI) IW'IllI'Ml*lilr'..-..''- ?hIo......IIII_...,____._IIII...__...._".___....,.............,.._...~ .' . ..._-....-"'..........IIII~"'.................-..............-.....-........"'---~. , ~~...,,-.-,--............--,."'...._._-......""...__IIII... ......-..,......................--...............-..............--.-.,.,.__..-;g._CleT...QuaIIy_...., DUoII.......,.......,--........-...........--.......__T____ll'QM/IloOrhoo._.WlU.ll ~. 1.1 ... _ ..... .. 28472 - CC172315 -... HINGED ATTIC Page 1 012 U""""'oreotPJoductaIIlC,., ~MIQ5Z5.""'1(n1MoJ "-~,Inc.s.tNtwDII'07;33:312lllW'''''1 14-9-0 14-0.0 :zo.e.o 14-9-0 \ 0-3-0 ~...,a.. H ~"'O Conn. ~75(1b) '",,- /" ~/ """, / /" ~~-,/ (y~/ ' .\' //~n.792(Ib15 / 4 ./~ Conn. 794(lb~ 3" conn.7~1~;-' <:-'~'~ // ~ ~~ 7 Conn. 375(1~ · CoM,""~ .1, 9 T~ ~T., Conn.533(Ib) T, 7.00['1'2 ~.... /,' ,,.D';/ / /., ~ ~~ ~, .~ T<4,/ /' :!' d ~ ~ W97 woo ,.,\ ~. i T1 ~fH' 84() '1"~ TlH180'~ _ 1012 ~ 11 ~[~ H~ t TLH18D 2 .~j:' 0-3-0 H ~ :;; ~ :;; ., .3 .'" Conn. 738(lb) " Conn.533(Ib) 12 """ Conn. 945(b) 13 13-9.() 3-0-0 o-1-8H I Ho-1-8 10.9.0 10.0.0 19-0.0 '.0-0 29-8-0 10.0.0 PItl.OIhItlt X SPACING: 2..0.0 LOADING (plfl TeLL 31.3 (GraundSna~5.01 reOL 10.0 8Cl.L 10.0 &Cot. 10.0 LUM8ER TOP CHORO , BOT CHORD WE" 1:Q-3..4Q.2.a 10 10. "ACING: 1-4-0 LOADlHGlP-ll Teu 0.0 (GIlllnlSr.Jw-eT.8) TCDt. 111.0 BO..l. 15.0 BCOL 15.0 1;0-3-4 IPAClNG: 1.0.0 LOAPtNG (PIf) TeLL 1S2.1I (GI!Uld s.-so.O) TCOL 20.0 8a.L 20.0 BCOl. 20.0 "ACING 2.0.0 ~~ 1.111 Lumt.1nr:r-. 1.111 R-c>>8n.1na YES """""""""'" C$ TC 0.90 Be ,., W8 0>, - DEFL V~LLI V,""", ~ Unbanced &low La... 4UIII*024'O/C 7O.42P1fOl8"oIc 83.89P1f012"ok " (100) 0.40411-12 .(J.1MI11-12 CUtl 11 - ""27 .,,, "" Ud '" '" "" PLAns "'" "-" W~2011b GRIP 1171170 208t1112 I') 131~ cIlo!Illl'l/ll-'(2Q.O.M)."cl.cldlllonl1 balIorlI.diQod.dUd Ill8d ~r.~~~'1Jo't;'10-L,~, .-It.b.....~~~.'_. ~J)t~~~13;..c'63JIio~.,jDliii..,.iiiid_ ~b15~~~"'>-"';; _._~__.._..__.,._._~ c.l.......~.g~~, 18) Thlluu..hlIabeendli.lgnedlon-.tlhe2Oll3IBCSection2308.1D.7.1: 2OlXJIRCR802.10.2 17) TIft InIuhabHli dftlgned 10 mllOlt 2002 aCNYS M1C,2.'Kl3.<4 (Blllldiilg CodItol'~Y0ltr.8..). 18) rn-lruahaatlten d8t1gned1o I'DMI 2002 RCNYS R802.10.2 1~~dN.wYakS"'l. 19)P!tMIionallQlbllmGlopreyenII1ll...llIICIII8fl"illol'lhetcp~ durho 118lllJlOlUllOr\ Extreme cafe mulllblr Ulllzed fl'lllllmg1l'\8t<lp'chord 20l~~~lokHplhltchordlinplllna.8flYbendirigorlwkr"n;cif 1h8h1"9'pIIll1mul1tbeIUpIllr8d00f0rIlU18bulkllng18P/.1llll108OI'\'k:e. ....- " , " 2X8LSLTl'IIIlIGre....Ekr;.pr T4 2X 88PF 1l551lF 1.SE. T82X ISH' 2100F 1.SE T82X8SPl"Nll.2. T112X<4SPFNI'l.2 2X1D~I'4a.1 2X<4SPfSlud "ExcepI" W1002X158PFNa.2 3lWhcl:.ucE7-IMI&7.Q2:11llnlphGl12lno.o.;h-3Oft;TC:Dl.-ll.op.t, 1CDL-8.op.r: c.e.garyll: Elcp C;..ac-t MWAW__ __Illd C-CExlMor(2}_;I..&Irnl18rDOL.o<1.lSOplRgrlptJOl..oo1.33.ThIIlrw818 d8IIcIrl8dbC-Cl'or~n~.lrldfarMWFRSfar""'" :='ASCE 7-81" 7.Q2; Pr415.Dpoi' (groIr.d.-j; PP31.3lli8l'(l'Oaf .1lDW): c-.pyll: Exp C: hrhlIyEllp.: ct-1 5)Rool'cMIgn_~hIa*"IWadIoM:l'lllUlll1ortllope. l5)~_'-I8'-~CllrIIld8nldfarlhl8dH1gn. 7)Thl8lrw8hMbeendM/gnld_I*I8Cs.ct.18Ol5.3.1.1 Loed~. Iormulaple~""" I)AlIp1.a._IIT2O....ldRIl'lIl18rwIa8~ 9) s..BEH1IDETAllSfarllla'-~ 10)F'rl:MIIDr. rrQlbern.-1o 1"""""" IIllWM*ll oI'hk'IOId -ber(ll.-.rlllll\nn8pl'lrtlllkl. 11)A1II1ddllIon8l~CI'lIVl8ellorlI"""b8pn:Nidedby~furfarcu ..j~. 12} c.lIng dUd '-I (5.0 pel') on 1f*llb8l(.). W,s..e, 6-8 833/lIl8d_3) 1201(to.d_'2) 14Cl4{klf1d_13) FOfIlcel ObI. Ullldmum Cornpra.IclnIUIllImum Tenmn TOP CHORD 1-2 -.11<471317 3-<4 "..a36Iq1 ~ -113181 7-1 --14<41105 g..10 --Ill2I2llO BOT Cl1ORO 1-14 _ -74'7a1 12-13 --6A'7M weo. ~" .. ,. ... ~, ... 10-11 "-I7!I371 ".7521<48l1 -129f112 ,""... -13041313 BRACING TOP CHORD Slructllral~'h88lhinlldlrecavlpplledl'lf2.2..o<lCpurtin.. I80TCHOIl.D jRIgIdC8llngdi,ooclly811pHMor4.o.2OCbrfldng. REACnoM8 (lblllu) 13. 905/0.U 1 111410-3-1 11 117l1/llo3-1 ....- , U..UpIifI " , " ....- 13 1 [" 13-14 11.12 ,""" .57mS ".73l1JS88 " -7fI3Ua3 ~" -5331510 -51ll("'eIM l5) MOTEl (11-20) 11 Wht: ASCE 7" a 70(12; 12Clrnp1! az"ln a.c.; ""30ft; TCDL"3.0pef; 8COL-a.llplf;~n;ExpC;~MWFRSglbl.ftI_1nd C-CEx\IrIot(2)ZOIl8; LwIIb8rDOL-1.80pIMIlPlPOOI..'.33. ThlI,"-1I ..... b.CCror,........ Md ran.,1Ind farUWFRSIllr r-*'nI ~A.SCe:7"'7.Q2;1"7mpf1.18lno.a.:ha3Oll;l'C:OI.&4.5p1f: BalLa4.&poi'; CIIIlIlIIy l~ Exp C; 1IIdoIId: MWflR8!l1tH Ind_ 8nd c.c E*Ior(2) &one: WnbIr DOL-1.80piIII grip DOL_1.U. TllII n-18 d88IgnIdb'C-CIorIll8lllbM....--. Indl'orUWFR8farNlllllDrll --. -453(llIId_l) -5e8(llIId_1l ~~~ ___~,;,,'.u.~. ."""'"--~,....:.....,. uot~=-.:, WARNING .._-,-""...".. -_.-..........._'.._..".............._.'__. '. .~.....GlWIO.. ..IW'Cll..... __ _. ...._.. lIolI........_...____...._.......___-._...__.........._~~........,.."... " '_.' -_............---...--...-..-....._-........:.......~.........._.~ilf~""~...._1NJ. -~.......-.........-.'..-......."'..'_,_~, 'CiJ..._____ .---....-.............--........--.................--.......~--.....-QIfI'...--.---. fII8..-.....~--.......-..--.--.__'-_-...~PoMI._.WII:l'l. lI33(bId_31 1201(1OId_12} 1.404(1OId_'3) - 28472 CC172315 Un~F_p''''''-Inc.. ~"'405.2JoooKn~ HINGED ATTIC Page 2 012 - No. m 7445 WARNING . Verlfydu""~"""kHlRAD'NfJ-TES ~~""~'''#'IJ~fi1;:-~'':::=. ===;:.::""=:::='~:'-=:'::"~~Siiirl[j~-r'-i."~:-' ,';:,' --_....._-_.~_.~-.- ..,.......-... . ... .~. ,--.._....-......................-.......................-.......-,.,_....-..........OlIT..OwiIItya-.. oee.tt.....~...-........~...-..........................._-T_......-.1a17Onofllo00l00._.Wlsm' ".1 ... --'- . (j .......-----------...--........--- --.....--...--------...--....- ...--....----....-...----..--- ----..--....-----...--.-..-..--... --..---...-....---........---....-.-- ..."::.u~.::.--::"'-='::=.- ut(WaBI___..,......,.~M -- ""_"",...___..:l":l............__-<<.~.'1Oll..........'1Oll ~:__IIIII<_...__~:l-:I___....._~ ':)*;I'II~~C-'II:JJII~_,.....__.......'IO-LiI:)ft_ll - -.. _L"." H ~~ o-E 1UllK-. N 1_.. l-l ~- _L_....~ _.~_ 1"-,",,,," . k-~ l -- 1.._....... " 1Dl_........ l -- IL-~ I -- ~ . ~ , -- l_S__"'-=:a~co~-matlS~oQoIlDll'_Ol........___"l'iLlII- i_......_"'-=:a~..~_'-"""'I___..poI/8!Iop_........Il'U{I~ -"""......~..._- ..__.........I:\OeOlooo-o~_......._...._..__~ln 'Z1)I.EtlIlj'*-"'L""8IS'l_""CllllI!:"'_"PRIIlooP___~ulCl "IoUA___ -,~__=:a......__...__IIl............_'l'Uln ..._.l*~""__-"-"__"___.LUl""CI{'l _._"'I.....__..____lWlot. -......~.......,,---.._..__. ................SW.ua.__. .___.......__.......IWIL _..........."'I_..,l.'.~_381..............___'IIIl~ ........."""'I______cs- ......"'1_.._____....._1.- 1<1:"*;1 ~::lolo3'l1~~jI<IOU)!""._._=<_~.G___.,:ro_LlI:JW:n:)llE --q _.....____"":l-:I............._IRl'lrl-1O(l........on.'IDlJ ~,,.-......_...__~:)--:l__......__ ::l<llc;l:I~~.,..,..1lnl_:....__....U1...LlI08W_lZ -.-...IHHI'.....-.....-.-PllIhl ~~ _"'IHl1"pI9IlIho-lpalp~__ ~- - r"'JoSGll(lOllOH:)U. r..._lllllJlDl;lolOJ. - 0.. - 'K OK ..- - .Lrll":;J/O.ll ~~ O' ~ OK ~ OK ~ . . . .. """'" .. - .OL"K":M)d1 ~ --.. .. = OK = OK = .~. KM * - M .~ ""'"" .. ~ .CI'. _3'0-"1: '" -- ..-- .-- ..-- ~ ~ M - M .. """" ~O " in -- ~ = ,~ = ,w = - -~ M - ... . - ~ ~~ H< -. ...- ...~ ...- .....,-.. ~_. Off_" , ,... Z-l1U ,... I I "in ~~ ..." ~I1l ~'1l fn_.......,.. ... H la._~I-.t. ~ -- fu_.-.lLR'". ... c._~. ~ I. -- ~_lIOOlIM-. ~ ),\\\\\\\\\\I\\lllilillllllillll~ .-~ 0~"'\~~~O\SS O&.'~__:ro:; I"~ ^' ~1.~L Q- {i'''''r':~ Ii ' .... \fl.. <lJW6 ,... IN>< ,... .. - . .-. oI9-l~ .... l-a-ol NOWWOO O3ElNIH IOLESSd 'UK: - -- 34m P5S3701 HINGED COMMON - " WARNNG.~~___ent/READNOm: _,=,~ ,::,~~:."~ ....-.-....----....----....-----..-- ---..-..-..--...----....--..---- ---..----.....-....----....--.... -....--...--------------- ---...-,-------.-------....... ..' ----... ". 29425 - CC227501 PI8Ie Mts xv: t: .3-14o.U SPACING: 2-0.0 LOADINO (pIt) TelL 31.3 (GroundSnow"'S.O) feDL 10.0 BCU. 10.0 _.scOt. 10,0 lUM8ER TOP CHORD 8OTCHORO WEBS LaR SCAB 2:0.0.110.0.0 ~11 .PACING: 1~.() lOADING (p.f) TelL 47.0 (GroUl'ldSnow-1I7,5) feOL 15.0 BeLL 15,0 BCOL 15,0 2XllSPF~.2 2Xl0$VPNo.2 .~ 832 X 10 SPF NCl.2 2X4SPFNo.2 4-82XtlSPF186OFUEo,..ldll BRACING TOP CHORD SIruct\nI wood IIlUlhlng dlrel:1ly applied or 4-8-7 oc: purIIllII. 80T CHORD Rlgldcelllngdlrecllylpplltdori-O-aOCInelng. WEBS llWwatmldpl +-e REACTIONS , " " M.~~ , MlxUpllfl , '0 " MtxG.av , " " (1bitIz_) 119910-3-8 104110-3-8 "...... -421(load~6} -I11(lD11d~81 -468(\o11dCNfl8) -2117(\ol1dClH91 135S(laadCclM12) 10:\l!;(bedcaH 21 W3<loId_'''1 ,"ORC!8 jib}. M.xlmum ComprulillnlMallllTll.m Ten.lon TOP CHORD '-2 -1448/615 2.3 . .12151S58 3-4 4.-6 . .1811132 HINGEDATTlC PAGEl OF 2 -". 12.3..() 12.3-0 '4-0-0 12-3-(] I Conn. 375(lb) ,....., / " ./"./ 5' C0fJ9.--r139(1b) / /</ .tQ,Conn.1140(Ib) , Conn. 1165(lb) 7.00 r12 .....-----./ \'1.f!-- ./ 4 1.1001 Aug 252004 t.lfTek 1rIduI1rtu,lnc. ThuJan27\lt.53:U2005Pagt-l / B~1aO ,.-,b, // y-" ~,/ $;> ~"!'o BEH18D . ~ · ,. I~ ~I / 7 3/ .14, /' / 7" Conn. 375(lb) ~ / , Conn. 556(lb) 12.... ~~ , CON'l.1109(Ib) I 18-3-0 ,...., 13 1112"DAOO'$ 11 ..~-8 "'-8 10:Q.3..1<1G--lI SPAClNG: 1~ LOADING (PIt) TelL 112.6 (GroundSnow-ll0.0) TeOL 20.0 BCLL 20.0 scOt. 20.0 6.3..() 8-1-8 1S-9..() ....., ,...... 8-'-8 '''rf'"'' "'-8 SPACING ,.... UNIlAUNCIlD LOADS cO< PLATeS GRIP P1111a.lncre_ 1.15 TC 0.72 DEflL I, (r.le) "'" U4 MII20 19711<14 Lurnberlnc:nl... 1.15 2""O/C . 46.95~ Be 0.15 "......, ~.2t 12.13 .... 240 Ml118 141/138 R~SI~lnc:r VES 16"OJC _ 1O.42pllf WB 0,16 "sn(Tl.' .o.4tI12.13 >30) '"' CodtIIBC200JlTl'I2002 12"O/C", 93.a9pllf (M.cr1x1 Hoo(1l.' 0.0, " ., ., W.lght158lb TOP CHORD ... ~. BOT CHORD 1013 10..11 WEBS ... Homo 11 WInd: ASCE 7.98 & 7.02; 120mph ~ 0.(:.; ""'30ft; TCOL-3.0Plf; BCOL-3.Optt; c.~ II: Exp C:~: MWFRSpbMendm~and c.cExlilriDr(2)ZIDnII; ~1lIft1Nld I1gIIt -poNd; Wnt:.root.-1.80 pI8legrlpDOl...1.33. '""*m." dulgnedfarc.ctlormllmbe/t nl~.endforMWFA.StIorl'UlltlDnl~. 2) Wind: ASCE 7-98 & 7.(12; '.7mph 018ln O.c.: h-3Oft; TCOL....5pIIf: BCOL....5I*; c.l1tgory 11: Exp C;MdoMd; MWFRSIl.bllend _ M'ldc..c Eld.rt0r(21 :ron':CII~IIIft.nd rlght ...ed ;LumIMr00l.-1,80pl.t. grtpOQLoo1.33. Tl"Qtru-."d~1arc.ctlor_bllnI lIfId~,MdrorMWFRSlorre'~~ed. 31 WNId: ASCe: 7-98 & 7.02: 110rnph 1112lr\o,e.: ""30ft; TCOL*lI.OPlf; BCDl".OpIIf; c.e.gory II: ~ C: IIn(:loHd; MWFRS II'" end ZOIlll.nd c.c ~)ZOM: ~'-ft.nd rvtlI -poNd: Lumblr00l.001.80 pllll.grip l)Ol.'.33. TtQ'"-.. dlUlgnldfarc.c1ormln'l~ nl fllrcM. WId lor MWFRS tIor r.llr1lo", tped1Ied. ") TelL: ASCE 7-i8 & 7-Oa; PIl"45.0 pIIf (gr'OU'1d ..,_): P11-31.3 pIIf (rooi' .ngw): c.lIIgory II; Exp C: P.r1IIIIyExp.;et-1 5) Roof dNtgn.now laid h.. bHn red~ la account for .ioptI. 61Llnblllnc.dar'lDWloId''''''-bnnClOllllfltll'ldtlorthlldlllgn. .191/95 ~, - .1085n76 7~ .12181765 .12191695 ~" ".l,llSJ693 -50211082 12-13 "'.((Ill/lOse 11.12 ....8911056 ....,,"'" .11S81806 ~" ..25212SS ~11 ~S'I4" 7)ThlItruA""~d_gned..p.rIBCSId:.1805.3.1.1!.oed redue;tion.forrnu~Ij:I""'" ...... 81....plII_...t.ff200pl..\~,oIherWl"'lIIdlell1ld. 9) S.. BEH18'0ETAA.e'forpilMlt:PIilolmInt. 101~IlIUIt_medeto~""'_.ntothlr1gedmember('ldurlng - 11)AlI.....,"*"'-~"""_.~byOltl<<a,Ior'1orelI...lflndlcliltelt.. ,- 12)Clllrvd..kllt4JltP:*~IIIIIIIIbllr(iI)>~..H:,H" , ',._ 13IBollanahonll:Y-~:(20:Dp"ln~bo\1On1,~d,lI~r~(9~~(JSl)c.'ppIlId onlytoroom.f2.fSj'ff.i2' " . 1.IPnMili~OO,'6lfMiii)"'Ot'ItiJii"l1.f~~,p_"'I1BDII.m~1nll 611Ilupllt,.Jq."Mjc....._~IIItl~'tO'H~fOll'W12.. 15lThlliIr\lM,._~~'-~lhI~ln~i.auIIdIDgCOd.MlCtlon 230e.land~'.iiiftcliiijANSiffPI1. 16)l'hII truA haI bHn _IilMdlomeerthe 20031BC SeCll0i'123M.l0.1, 1: 200~ f1\c R802.l0.2 ,_" ........_..._... """__...,.__..,._._....__ _'_"'_._'_'_~ m ThlII trw..hu bMn ~1gn,ed.tomMt~~NX;;;,"",,~',':.W.ll!lfilng.~2tiIIffl:YOrjL 18)::'~ h. bien 4elIlgnedlO mnt 2002 RCNYS R802':10.2(RiiSlcflinUel codili bt New York State). 19ITokIlPf8CllullonIOl(eeptheehord.inpllilne..nybelldlngortwls<<ngotthehlngeplllloll1JJsl bltl'flpllndbtllol'flthllbulld~"PulintollrVicl. " .120W770 WARNING . Verlfy_lgn~.ndRIEA&N &m............... .-."'..-............ '~,...,'l,'...:...f~."'..~.::. ......."'....'""'...l.~'~. ~~' '.-.," ..-..>.~'...:.,... 1WI............aNr___--._..Ibr..................___IiiIlo-~~...~.~ofjllliiljl~ , ,', ' ..........-...........---...---...~..........-......................-Ii...............ar-........._'.......orIV. ' ," ..."" -.......,.-.IO.....-,....-....~...........~~liOWoiii.....'i~iiOir~Iio... '. .," ---1II..-........~............,...,..,.................OOl'W..........."...._........._QlT...o.Ity~ ,." ,'. . CISMt.........-......,.... .................'"'*'1.................-...... rn....... .......0'000lI1o ~'-..'M~11. J. "'" [;;25 I ,. - -". HINGED ATTIC CC227501 I 1__ A WARNING. Verlfydulgrr pwMI.,.,.MdREM>W<U.............._IoI....... '....._.......'F~ '..Ir-....~..:r.(lIf,.,.,.iillM....-,:.,i..'.,.-Cw.Na '..iu-tr......'~. ::~..._,...:-_... ...-::............... lNo-..II_....,_~-....,.......IoIMUII....___.IMI~........,~~....dliiliPl:~. .' .' !_, . ":,, ..._~"'__II---.III..-............._.....................Iiio__~__~_~,., "'_'; - " =--:-.:=:==--:....-::..-=:...;-:.~=.;;;~a~==:.:__ ~"..- .'.' > DtNI..........-..__.........-...........----..............~""".......~O-;.........W1U71. ,,><1 _ CODES & REGULATIONS FOR A LIST OF All APPLICABLE CODES &. REGULATIONS SEE PAGE 114 THRU 117, O. A. MANUAL \.IIND LOADS DETERMINED PER COUNTY, PER STATE CODES HAB[1MIL[ SPACE IS NOT PERI.UlTED ABOVE TI-![ SECOND 'LDOR UNlE'S AN AUTOMATIC SPRINKLER SYSTEM IS INSTALl(D THROUGHOUT THE ENTeR DIo'[LlING INAC CDRDANCE IIlTf<NY$R2173 SITE LOCATION CUSTOMER, SAETTA I BLASKO StTE ADDRESS, MAIN RD / SOUTHHDLD. NY SUF.OLK COUNTY ''"'\ \ .,. til ~J; (j-g :i ,~~ ~ , ~". :;. :it ..,!.. ....i;~ ~~, C' .e.c:. l.::.< Ci- ::X~: l 1 I t ~ S2 ~ '0 1li ,",' 'R , i f~t.: :!.~ "'1"'''."'.. r.; t..") ~ -~~ CONSTRUCTION TYPE v, '\JOOD FRAME UNPROTECTED" BUILDINGS or TYPE 5 CONSTRUCTION SHALL NOT EXCEED A HEIGHT OF THREE STORIES ABOVE A BASEMENT, CELLAR, OR FINISHED GRADE USE GROUP CLASSIF!CA Tlm~ BOCt.. R-J BOCA R-<: p~ CABO R-" IRe R-] R - ',e, . ,-'"""',',/ LC'llu" w'D ~ '-'\';L '. ',iE:_'_l~jC.~ PL::, ''"Hc,- " =';~'[_L;':C,S C~~,:,"'~':~ _ r'p;':Ft:", --'--- 120 MPH VFM W/S see GUSTS OUT LIVERPOOL DIVISION RR #2 BOX 683 LIVERPOOL, PA 17045 (717) 444-3395 FAX (717) 444-7577 WWWEXCELHOMESCOM WEST VIRGINIA DIVISION ODD ROAD WV 25843 (304) 787-4647 FAX (304) 787-3988 WWWEXCELHOMES.COM 527 GHENT, A V I S A MERICA/S A DIVISION AMERICA HOME BUILDER OF EXCEL HOMES 180 HENRY STREET, PO. BOX 420 AVIS, PA 17721 (570) 753-3700 / FAX (570) 753-8259 WWWAVISAMERICA.COM UNITS ARE DESIGNATED ONLY FOR INSTALLATION ON A SITE BUlL T PERMANENT FOUNDATION UNITS ARE NOT DESIGNED TO BE MOVED ONCE INSTALLED UNITS ARE DES!GNED AND MANUFACTURED TO COMPLY ~ITH A NATiD!\!AL RECOGNIZED MODEL BUILDING CODE DR t.N EQUIL VliNT TO BUILDING CODES FOR SITE BUILT ;.-;i]USING, JR 'v/ITH 'wm~U~1 P,~DPERTY STANDARDS ADOPTED BY neE SECTION PERSUAW TO TITLE Ii OF THE NATlU!AL '-"OUSIJ\C _,--L;:~= TiJ E/CE:l/~\/lS t,HERiC/"S KI"C',./LEDi::!t: !,jr;- TO 3E uSED JTH~~ T~~N C~ A SlTE-30 F'F>;;:-:':'I'~..c:,' iJ.o -, lei-. -',.,:<: '~' 'ii;- '-'.-PL:~_;_':::,--: ,= ["'CDEl'.: BC]:,C T;:::i.1FSPARL GENERAL ~WTES THE ENCLOSED PLANS AND SPECI.ICATIONS ARE THE PROPERTY Dr EXCEL HOMES. TI-IE METHODS 0, CONSTRUCT]OI~ DETAILED IJITHIN SHALL BE KEPT CONFIDENTIAL ANY UNAUTHORIZED USE D. THESE DRA\JrNGS \,.flTHQUT THE CONSENT or EXCEL HOMES IS PROHIBITED EXCEL HOMES \,.f]LL BE CONSIDER':::;' AS A 'SUE-CONTRACTOR" IN ALL EUILDING PROJECTS, SUPPLYING A BUILDING COMPONENT TO A 'GENERAL CONTRACTOR' DR "BUILDER" THE SPECI"iCATIDNS ENCLOSED ARE .0R DESCRIBING AND DETA1LlNG THE PROPER USE O. OUR MANU.ACTURED BUILDiNC, MODULE AND ITS CONSTRUCTlON COMPLETE BUILDING PROJECT DESIGN ClE, SITE, FOUNDATION, DECK OR PORCHES, (TCl Si--lALL BE BY OTHERS ALL NOTES PERTAINING TO 'iN-FIELD', 'O~J-SITE', OR 'BY BUILDER' SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR THESE PLANS MUST NOT BE SCALED ,OR DIMENSiONAL REFERENCE ALL DIMENSION LINES AND NOTES SUPERCEDE ANY SUCH REFERENCES THE THIRD PARTY AGENCY SHALL BE PI'"S CORP LABEL SHALL BE LOCATED AS .OLLOVS, STATE DR LBC_ INSIGNIA, DATA g, THIRD PARTY LABELS SHALL BE MOUNTED ON VALL EELOV KITCHEN SINK ADDITiONAL THIRD PARTy LABELS TO BE LOC/HED IN EACH MODULE FOR NJ g, N_C ADDITiONAL STATE OR LEC INSIGNiA TO BE INSTALLED IN EACH MODULE FOR MA, R_I_, N.H, MD, AND N_J DISCRETE MODELS (PLANS HAVING THE SAME SPECIF'IC ROOM ARRANGEMENT OR ARCHITECTURAL STYLE) SHALL BE PREPARED I'"ROM THESE DRAVINGS vlTHOUT MODIFICATION, ADDITION, OR DELETION !N ANY MANNER ANYVHERE THAT EXCEL HOMES IS RE.ERENCED, THE SAME RULES AND CONDITIONS PERTA[N TO AVIS AMERICA MODELS RANCH' A SINGLE LEVEL UNIT CONSISTING OF ONE TO EIGHT MODULES, PLACED ON EITHER A CRAVL SPACE OR A FULL BASEMENT FOUNDATION T -RANCH: A FOUR TO EIGHT MODULE, SINGLE LEVEL HOME, PLACED ON EITHER A CRAVL SPACE OR A FULL BASEMENT FOUNDATION BI-LEVEL, T-LEVEL: A SINGLE LEVEL UNIT CONSISTING OF TVO TO EIGHT MODULES, PLACED ON A FULL BASEMENT 1"0UNDATlDN, ""ITH A SPLIT ENTRY. FRONT MODULE MAY OVERHANG FOUNDATION 24' MAX SPLIT LEVEL: A FOUR TO SIX MODULE. T""O LEVEL HOME, PLACED ON A HALr BASEMENT AND HALF CRAVL SPACE FOUNDATION VITH A SPUT STA!R SERVING THE UPPER LEVEL AND BASEMENT, CAPE COD: A T""O, .OUR OR SIX MODULE RANCH MODEL VITH AN OPTIONAL UNFINISHED 9/12 TO 12/12 ROOF PITCH ROOF SYSTEM VH!CH MAY INCLUDE A FULL SHED DORMER 2ND FLOOR MAY EE SITE rINISHED BY BUILDER OR BY HOME OVNER FOR ADDITIONAL BEDROOMS, AFTER PLAN APPROVAL BY LOCAL CODE ENrORCEMENT OFrICER. T\.IO STORY: A FOUR TO TEN MODULE. TvO LEVEL HOME. PLACED ON EITHER A CRAVL SPACE OR A FULL BASEMENT .OUNDATION. T\JO-FAMIL Y D~ELLING: A T\oIO, FOUR, OR EIGHT MODULE UNfT INTENDED TO BE A T""O-FAMIL Y DvELLING, T'w'O-FAMIL Y DVELLING MAY BE RANCH, BILEVEL, OR TVO STORY, AND PLACED ON A CRA""L SPACE OR A .ULL FOUNDATION. NOTES: A TVO-FAMIL Y DvELLING MAY BE FORMED BY THE JOINING DF ANY O. THE ABOVE MENTIONED MODELS EITHER END TO END OR OVER/UNDER SO lONG AS FIRE SEPAR- ATION DESIGNS SPECIFIED ON PAGE 1t9A, 9B S, 9C ARE FOLLOVED AND THE UNIT IS NOT OVER T""O STORIES IN HEIGHT, ANY VINDO\olS, DOORS, LIGHTS OR RECEPTS LOCATED ON GABLE END OF THESE UNITS MUST BE MOVED TO FRONT DR REAR OF UNITS A TOVNHQUSE MAy BE FORMED BY JOINING SINGLE MODELS OR T""O-.AMILY MODELS END TO END SO LONG AS A TRUE ZERO LOT LINE EX]STS BET\oIEEN UNITS SEE FIRE SEPARATION DETAILS PG 1t9A, 119B AND #9C DESIGN BASIS DRAWING INDEX DESCRfPTIDN COVER SHEET TYPICAL ELEVATIONS TYPICAL ELEVATIONS OPTIONAL ELEVATIONS MASTER FLOoRPLAN 2 STORY/2-FAMILY FLOORPLANS PROJECTION PLANS g, SECTIONS PROJECTION ELEVATIONS TRIPLE ~VIDE RANCH TRIPLE-vIDE T""O-STORY OVER/UNDER 2-FAMIL Y TYPICAL KITCHENS TYPICAL BATHROOMS TYPICAL FOUNDA liONS TYPICAL FOUNDATIONS TYPICAL CROSS SECTIONS TYPICAL CROSS SECTIONS CEDAR HAVEN CROSS SECTION TYPICAL SECTIONS L OETA(LS TYPICAL SECTIONS L DETAILS TYPICAL FRAMING PLANS F!RE SEPARATION DETAILS FIRE SEPARATION DETAILS FIRE SEPARATION DETAILS SPEClrICATlON SHEET ""INDOV / DOOR SCHEDULE ROO. SYSTEMS OPTIONAL ROOF SYSTEMS GAMBREL ROOI'" SYSTEMS HIP Roor SYSTEMS CAPE ROOF SYSTEMS DORMER DETAILS STAIR DETAILS MASTER ELECTRICAL PLAN MA~TER HEATING PLAN 2 STORY & 2-.AMIL y ELECTRiCAL g. HEATING PLAN ~~C REPQRTS (HOT ~A;ER HE~T) [~EC R["ORTS '[LEe HE;;-) DLUT~BI~';G TRtJ5;SES (A5; PFR STATF RFDT.> 30-100 PSF' '" TOP CHORD LIVE LOAD 7 PSF' '" TOP CHORD DEAD LOAD 5 PSF '" BOTTOM CHORD DEAD LDAD # 1 2A 2B 2C 3A 3B 3C 3D 3E " 3G 4 5 6A 6' 7A 7' 7C 8A 8' 8C 9A 9' 9C lOA lOB 11A lIB 11C liD 12A 12B 13 14, 15A' ISB' RAFTFR~ 30-100 PSI" '" LIVE LOAD 10 PSI" '" DEAD LOAD rFn ING JOl5;TS (STORAGD 20 PSI" '" liVE LOAD (SCUTTLE ACCESS ONLY) 10 PSF' OR ACTUAL ""EIGHT::: DEAD LOAD FLOORS 40 PSI" ::: LL (NON-SLEEPING AREAS) 30 PSI" MIN, '" lL (SLEEPING AREAS) 10 psr OR ACTUAL \oIElGHT '" DEAD LOAD \JIND LOAD 23,9 Psr-90 MPH, EXPOSURE 'C' 42.4 PSF-120 MPH, EXPOSURE 'C' SEISMIC A, B,C l\. D 15C: :5D, lS I ",." ;"V:'C :J:;:T.dL'S: '>3' """'/1:," ~'.:-:-"lL__._ ~ f-' - ::-:- L" ~ <( ~ u g '" a: ~ w w'!] ~ :::2 Cl:I <( I" I~ E~ > ~" <( ~vi <<- ~; " ~ ... ~ ~ ~ ~ ~ <.> <a "< ~ i ~ ~ : ~ ; ~ ..,............., ~~c::-~~ ~~E-::~ ~ ~ ~ o f-- W W ::r:: Ul [t: W > 0 W U -' f- >= IDRAWN BY: COMP ICHECKE~p BY: DATE: 10/01/89 REVISED: 10/23/02 IDISK NO: NYSSI SHEET /] , I @ ;:0. . . t", , . . #' . @ RInGE VENT INSTALLED PER /__...___.._. fJ~~~U~f!~1SMANurACTUR[RS (~// /W~,!',;:f\~GC" . . . . . . . . . . . . . . . . @ -'-- --_.,/ @ FIXED FAVF npTInN THIS STEP IS THE SAME FOR BOTH SIDES OF T E T1i~SJSS:TEP IS THE SAME FOR BOTH SIDES OF THE TlftlSS~TEP IS THE SAME FOR BOTH SIDES OF THE ,., FASCIA 7/16' OSB \.111\.10 ROV Q,llJ'xZ' NAILS l! 3"O,C AROUND[[]MP,P[R , , , (11)0.131',,31/4" 2x OVERHANG BLOG , , , , , \ , 2,,6 SUB FAS " 2ND _LOO [Xr.....ALL M!N[MUN7I16" APA R"ITEDDECK[NG 0131',,3 (7)01l3'x2"NA[LS .' .// "'~~ , , (S>Q.131'X3'NAILS EA,[NDorCOLLARTlE , , , , , , --~--'-~-----" "'-~ m SIMPSON BRACKET PER KNEE IoIALL IJ/(8l0131" NAILS IN EACH LEG OF CO"INECTOR ~------ ,.--/- THIS AREA RE$PDNSIBIL[TY OF QTHERSON-SlTE TO BUILD DOIolN ~~N't1E~~r8J'VtR t&1lU1:~D~"lD O.13i'x)'NAILS STAGGEREDl!6'O_~~--" , , , , , , 0-131',,)' NAlLS STAGGERED ~_~ l:'o'OC KNEE ,/,./ --" " SIMPSDNBRACKE Sl-IIPPEOLOOSE FOR ON-S E INSTALLATION BY OTHE S. (IPERTRUSSREOUIRE) (SEE rASTDHNG DETAI S IN CALC MANUAL r SPECIFIC DETAIL) CFf.CAl"EMATJDJE~ ':>-.- ._-.._-----/---__' ELDINSTALLEDDECI(!NG ",,-' -"'/(OlO.IIJ"X,,"NAILSPERE." ... OF MEMBER EA. SIDE OF M.1oI ITTTIIT!ITII \ --<. / ... ULTlPLE -.rU</CLG IIIT \ GIRDER ~ NAILING TO BE DONE AROUND COMPLETED PERIMETER MULTIPLE 2XrLRI CLG 1/2'THROUGHB IoI/NUTSIl. YASHERS @ a' DC (NOT REO'D loll TIoIO MEMBER rLRI CLGGlRDER) MARRIAGE IoIAl, I/Z"THRQUGHBOLT 101 I NUTS Il. IoIASHERS@8'OC (NOT REQ'OIol I TIoIOMEHllERFLRI MARRIAGE IoIALLCLG GIRDER) MARRIAGEIoIALL ~DNAILTDENAILED@16a,c ,..--- -, ULTlPLE "X FLOOR PERIME R ,/ \ 112' THROUGH BOLT VI "I TS -; , AND VASHERS @ 8' O.C , : SHIM ANY VOIDS BEFORE , : llOLTlNG \ "'-,--- ,__,.,.1 MULTIPLE 2x CEILING PERI ETER 7116' OSS \,IlTH (2) RO O.1I3"x2'NAILSIi! 3"o.C (4)O.131'x31/4"NAILS TDE-"lAILlNG BV OTHERS 7/16" aSB \,11TH (2) RO 0113"xc" "lAlLS @ 4' DC (J) O.lJl'xJ' "lAIL @ 6' DC 7/16' ass VITH (2) RO O,1I3'x2'NAILS@3'O.C O.13I'x3114'TOENAILED@ STAIRS MAY VARY - lSTrLOD EXTIIALL (<;)OlJI'XJj/4N~' "'LATE TO STUD """."u,.~~.c PECR STUD WALL EiAv..~ - - -_ SID_ "AU 2x So, BOTTO~I PL~ !"-... ~ ~"n '/~' ,--------- '@:DC :2 6Rc~~Ba~r-rn-~_ , ~,~3 xo"c NALS , ____F- \o_~SB_:I~:~"' ~ ~_,r., ________( ',::C: '._ _~ '\- n!E-"L~Le::D . ".\ ..-.---' TRUSS -.---.- ~ STAIRS BY AVI OR BY OTHERS , , , , , , , 1/2'THROUGHCARRIAGEB VI NUTS AND ....ASHERS @ 4' 0 SHIM ANY VOIDS BEFORE BOLliN? .~, MUlTlPlE2x CENTER BAMS t;LL FASTENINGS SHO\JN AR[6PP:..IC,:,TlONS I \JDRSE CASE SCENARIOS Ii SEE SECTION 18 (TRIPLE '.."-1 DE: AND SECT:ONi is : or T:-:E CALCUU:'--:-IC~,j i.1A:'!.ij6~,_ 'STM'1:ED ~ : " ~,,~'~7~~~:/tD T~\S ~;7~~~ i ~~~#>:~g:;~.~~t~~~1 CJ)0.131'x3l14- MARRIAGE R STE~L S;~Af' (.~~~:';:;' ~~'(; --11- f-. ,.----,---,-- Ii T ss Il/e' AILS , . f. ~ ,:o,,{ t ,~,kf'~" ~ he,.e' 0111''-' ,,_,v TOt'113 ;.v.--. ' ....:;'...?-:";: ilCdge, b.~:;d !.J'::ct r.r-otf:;~tlona1 y\j."" ,~,.,' . DET AIL APPLICABL E FOR FDLLOVIN "'\!"'\ h~1S -3/12 TO -10' TO 15'9' - DRAVINGS B TYPICAL SET o . ""1 ma:tr~' 1 --'1' , ,. "C' ')2:,;1 ~~.:,-, R-19INSULAT[[)'I1J/2x6 G~.)1GtruCU(}:1 FIBERGLASSSMINGLES OVER IS' F[LTPAPER oNI/2'IlSB 2xSPrJ2RAnEREXT[NSI[)'IrLlP 2X6SPrl2COLL~IE APPROVEDPRE~lJ'ACTEREDTRUSS @16'1lR24'O,C R-30 KRAFTFI\CED rrBERGu\SS I"lSlk.ATlON KNEEVALLHI"lG[DlJ?rl PERNANLJ"ACTURER THRU 12 FLlPEAVEElVERH 2x6SUB.wrASCIA xCll"lT.TQNATCli BOTTOi'l CH[RD or TRUSS !Io(;SHIPPCDL!IISE BYAVIS&I"lSTALLED BVBUILDER /lC[SHIELD /--'LU"'-DRIPEIlGE CllHPRESSI[)'I SlRIP(CQNT.J S/{I' IlRYIJAL~ <GLlED&SCREIJED OR FOA~ SEALED> VENTED VINYL sorrn 2NDA..oa:l DRY....ALL (GLUED & SCRE\t'EO ORrOAMSEALEDl X3MARRIAGEIJALl 'J/DBlTDPPLATE l/2'PLVVOOD EXTERJDRSHEATHI"l(j ,. SEEPLAN,!J?i'lODLILE....lDTH ,. (2)2xlOSYPJ2rLOORGI B[ANS(EACKf-lALr 3/4' T I. G o.s.a St<AHIl"l (GLUED I. "lAILEm BRIDGE BLOCl<l"lG GALV.JOlSTHAHCiE DR LEDGER STRIP DBL 2~ SPH2 BAflD ..QIST PERIi'lETERlflSULATJO"l BY AVIS <STDJ 2xlO spr~2 @ 16' D.C. rlOIJl: ..(lIS 2xlospne I! 1(, o.C.FLOOR JlJ1ST 1ST R.OOA " . DBL.2xI2 SYP~2CLGGIRDER J 5/a'!Rv.../IL HMARR1AGEIJALL <GLUED & SCREIJED 'J/DBLTQPPLATE DRHlAMSEALEDl DllLe.12SPFl2BANDJIlIST / CAVITY ClJIlPRESSlllN STRIP <CQNTJ DRYIJALL <GLUED&SCREIJED ORHlIIMSEALEDl VINYL SIDING R-19INSULATI[)'I'J/2x6 1/2'PLY'JoElD EXTERIllRSHEATHII>/G ,. ,. 3/4'T& GO.S.B. SHE Tl-ll"lG <GLLEDL"lAILED) DBL 2xSPFl2BA/>lDJOIST BASEMENT 2xIOSPFl2@16'ElCFLOORJOIST 9'xI2'xI/2'STE[LPLATE SILLPLAT[ (2) 2xB OR 2xlO SYP~2 rL!lJR GIRDER BEAi'lS <EACH HALrJ ADJ.STEELC!lLU~ (SEEr~DATI[JjrElRLOCArrONS) ~ " SEEPLANrIlRMODLU"'IDTH TYPICAL TwO-STORY CAPE CROSS-SECTION 12/12 PITCHES BOX V[DTHS THROUGH E DET AILS z ~o e~ ~~~ QO< <cutu ,~o D< DU ." ~ z o 0<1 ~ ~.~ ~ ~~] ~ :; i~ ;, ~ ~,. o!!i :r~! '" "' .' ~I;! ~; ! ~e & ~s _,'I-i 2'iSISDrr :~ HD7278- ~ "' c' F. ~~ ~~ ~ ! iffi\" ~ j~ ; ! h m !' ,,' ~ m ~ ~~1 , . . , z . ~ ii .- ;; . 'ilFl;;:;~ ~ "'iOi;:~ , ,"" . "" ~ ~ ~~:~ 8~':i ..~< ~~ ~ , 0; ~ f ~ i' , m ~ ~ . m ~ ii ~ ~i " . ~ ~ , < ! ~ ;; :!i i ; ;' aYBUILDERBYAVI "' .0"1 8rR~::::: c " ~~~~~ ~ ~Mi"~~ ~ ;;;!E~~~ z '~........r S!~0S?'" Z ~r~c::~ ~ aRi"l~~ ti~~~~ ~~d" ",,"'0, ~~~!E ~'=l!-"~ 0" gD:~~ ~~~~ , " 0'1 CD [IR"'\.IN-Ii"y.--- CHECKED IlY TI G PENNINGTON (TWO CROSS-SECTION M AViS AMERICA ~\AHERICA>S HOHEB UILOER tiC...., H. AVI~. PA, 111~1 PH, l~10) '~3.3'OO 1oI1011o1,A\lI~''''(.ICi\.CCH L CONFO JMO 2/17/06 2, Prep B\,IC, [LEV, FD SHL 2/24/06 3. CONFO'll2 JMO 3/29/06 4. FD,ELEV,ELEC 4/10106 SML 5. PSET 5-2-06 TLG/GM 6. 7. STORY> REVISIONS SN- BUILDER SCALE 1/8'=1'-0' IQ#130617071 NY INC. 1 SAETTA/BLASKO Mcy as. 2006 - NBcM \\OSf'ltP021\D'w'GFIIE'S\13061707.dwg .. "iI :~ U ~~ . ; , . " !~ " ! j , j ~ ". ~ ,.,. _.~ '~~" ~ ~~J ~ -." (41 :'; .tJ r:r '_:~ ,"J. ('jj. '\ r-1 ) ~ ... .~ ~- r.~ ~) '" ::l o :';' c) r.l, ();~ SO '7 5,!;?~ a El ct "[ <ll ~n ~r re. ~ , !::::. i;,~ t,_. ~ ::c:l ::t " (' v.'! ~ t;;~ ii} """-i".., :..~. :~~ ~~; '" ::1 ~ This Drawing Is ~pr REFERENCE ONLY 'and may be used in conju~tion with STIlUCTIJRA1: DRAWINGS AND DETAILS. These print. are'({rawn as APPROXIMATE REPRESENTATIONS. Actual dimensions and overall appearance may differ due to construction techniques and confUcls thai are beyond yhe control of AVIS AMERICA. In Slgring I Acknowledge I Have Received Uld Accepllhis print o 0: :~ " " " " " , :: tls\: :l \:::/ , "'..... ' , , : : .J ' ,~ t ,,.......: ~ i~~~ @: ,<~e :21 ~ ~~V : ~,... I I @~/: ::@ : @ 4'1 @("/ ;l.,: DPT ~ S5 @: ::l 0~0 @ e~:@ i~ : '~ 0@ 'il$~ @ 12 @0 @ ~9~ @ ~ @ B @ o (0 @ (Ii) (0 @ @ (0 ~~iv.Wln...r @ 1/2' UJ4"'I:SS rITTlNli 8 0 r1 ~tl2'toftESS '1' ./ [) rrulNG ~1I~"3"'Il(lU:tQ L:=~~~ 9 i@ o @: (0 @ @@ @J 8 x w o @ Q " " , , @:: , , i I@) , , , , , , , , : ' z o @) @J (f) ,I i~ 10 1m 2 )- (f) @ 05 (0 (0 TYPICAL "TWO-STORY DRAIN AND VENT (0 Q I C 1I~'. J/~' .~ H''{ ! J"'IYPf'l' ,~. !:'!Ol.E.: ALL SCHEMATICS ARE FORSINGL[-FAMILYRESIDENCES ONLY. MULTI-f"AMILY RES TO HAVE INDEPENDENT SUPPLY 8- DRAIN SYSTEMS VI ISOLATION VALVES ON SUPPLY PIPING PROVIDE CL[ANQUTS IN DRAINAGE PIPING VHED THERE ARE (2) OR MORE 90" ElBOVS IN THE BRANCH LINE COR AS SHOVN) (N_Y.S. CODE PART 9.03106) ~~T[ CPVC F~ESH "AIE~ SUPP'~Y ~IPE AS AU [N FAiD AS "LlO'.[DEYWIJ( $I ""'" ~ ALL ELBOIJSIT[ES 112' DR 3/4' COPPER ALL PLUMBINlJ FIXTURES TO HAVE !NDIVIDUAL SHUT -OFF VALVES ~ l/~' OOHPIl!:IS rnT[N~ * , , , "'-'-'-'-'- / / / / o P"['L'[[J;>P[Q ~~/ 31""""" ([I"F[, ,~'R' <;....T-tT~ TYPICAL 2-STOAY WA TEA SUPPLY c! .;~,'- ~'t~~; :';';;.~. 'i~,~'~ ;;'[~,~' ,U:L,':' 1 TUB 2. \.IHIRLPOOL TUB ] LAUNDRY TUB 4 VANITY 5 KITCHEN SINK 6. GARBAGE DISPOSAL 7 DISH\JASHER (OP]) 8 CONTINUOUS \JASTE 9. TOILET IO SHo\JER ]j \.lASHER BOX 12 1" DRAIN 13 2' DRAIN 14. 3' DRAIN 15. P' VENT 16. 2' VENT 17 ]' VENT 18. 1" TO 2' BUSHING 19. 1" TO 3' BUSHING 20 2' TO 3' BUSHING 21 P-TRAP 22. VENT CAP 23. 2'x 2'x p'x P' DOUBLE TEE 24 I?' SANI - TEE 25. 2' SANI- TEE 26. 3' SANI - TEE 27. 3'x 3'x P' SANI-TEE 28. 3', 3', 2' SANI-TEE 29. 2'x 2'x P' SAN! - TEE 30. 3' DOUBLE ELL 31. P' 22?' STREET -ELL 32. 2' 221' STREET -ELL 33. 3' 22" STREET -ELL 34 1" 45' STREET -ELL 35. 2' 45' STREET -ELL 36. 3' 45' STREET-ELL 37. 1" 45' ELL 38. 2' 45' ELL 39. 3' 45' ELL 40. 1" 90' STREET -ELL 41 2' 90' STREET -ELL 42. 3' 90' STREET-ELL 43. 11' 90' ELL (LONG SIJEEP) 44. 2' 90' ELL (LONG S\JEEP) 45 3' 90' ELL (LONG SIJEEP) 46 3' 90' ELL 47. 3' DOUBLE IJYE 48. J?' \JYE 49 2' IJYE 50. 3' IJYE 51. 2'x 2'x I?' \lYE 52. 3'x 3'x P' \.lYE 53. 3'x 3'x 2' \lYE 54. 11' CLEANoUT 55 2' CLEANoUT 56. 3' CLEANoUT BUILDER INFORMATION . of [flY Imoc.t!sdga. be~,af ar.d prof ,aj b'~~"" in any iT'Mn.et ~. L:~U3 ,t.:" .'. c""" " .\ti.._,\,.,>. ;,\';;'CX.{ .; 'To the best of "'yk...o.lec:lge. bel;ef O'...dp..ofessionnl judgel'\e...t ~~~~ :;~~;:c:l M:~:u~t~:~~~o:t ~~~~r~~Q"'S p...eviously ~pprovec:l by DHCR, Applic~t;on No. M0497 Mo.nufo.cturer'S nm4~7-%-O]3, Exp. do.t~ _ .hich i"lo.s not been "'odWied in o.ny no.nnE'.... l"t~..io" fi"ish. int~..;o" floo.. finis-h. ~lectric"l conduit electri<;nl wirE' inSulnt;o..., pipe, duct nnd th~""o.l insulo.tkln us~d in this bvi[(j;ng ho.ve be~" tested in "cco..do.nc~ .ith the conb..st;on toxicity t~st "ethod p"~sc..ib~oj in S~ct>on 1]20.;:', nl'lc:l 0. ..epo..t o~ such t~st hns be~h neel with the Ilepc...t..e...t or Sto.te in ncco..do.nc~ .ith S~ction 1120.3 of the code FIELD CONNECT HERE ~ ACCESS PANEL IN FLOOR OR CEILING. BUILDER MAY BREAK PIPE LOOSE IN 1ST FLOOR IJALL TO MOVE PIPE UP OR Do\JN TO ALIGN PLUMBING FITTINGS DRAFT STOPPING INTEGRITY MUST BE MAINT A1NE BUILDER TO FILL TRAP IJITH A NON-EVAPORATIVE SUBSTANCE VENT INCREASER THRU ROOF 3' DIA 12' ABOVE AND BElO\J ROOF" DRAIN VENT ~/2' ell', :iT~PRESS[:Jh 'Tei CCFF[M: .,:LTE';;' :::JP1=L- D,"'::" PLANS CERTlFlEO TO COMPLY WITH ALL APPLICABlE CDOCS AND REGlM..ATlllNS <SEE COVER SHEET ]N QA MANUAl rQR APPROVEll STATES & APPLICABLE BUILDING CODES ON PAGE ~ 3.0.] . These plo."s o.re th~ ~.c(us;ve prope..ty of AviSA"l"'"ico A division of Excel Ho"'~s Inc. Uv~..pool, Pn ~'","Of'''or.,.,.oor'""or....,,,.",,;_............. "'""...c""".....f4_<:..._.......rigt>.........,.. M. AVIs AMEmCK Ll.). \AMF2JcA~ Ibm BunnER A Division of Excel Homes Inc. HENRY ST. AVIS. PA 17721 (570) 753-3700 I I :IR>vIsml>i ,- , , ;'r./~"'./C9i :G,;;/C'2j l\ VIS MODULAR SYSTEI'1S l\LL MODELS PLUMBING SHEET I! -, :::> ~ <:.~ i :::::;v !'.s!-c[[; :0 il !L ....~'f~---==-_.__._=.~-=~~~:~~Ti~~2~_~' ~- m CW135 CW135 ~ """ NON "" "''' " ". "" ""' """ - - 24210 24210 24210 242'0 24210 OSL HUNG DJHTllT DBLHUNG SINGLE HUtJG DlHTl.IT " ".., ,~, 2M2 ,~, ,~, DBL HUNG ~TIn DBL HUNG SINGLE HUNG DlHllLT 'OCGH OPENING 301/2",37114" 30112".371/4" 301/2".371/4" 30117.371/4" 30316".37114" 341/2",53114" 341/2".531/4" 34114"'.531/4- 34114".531/4- 34Y8".53'" 381/4">:571/4'" 381W.57114" 38114".59114- 381/4"><591/4" 38318",57" 3411Tx6S1/4" 34112".651/4" 34114",65114" 341/4">:651/4" 34112".651/4" 92><59114" 92112"x591I2" 29".41318" 28314",41112" 29"Jc603IB" 29"J<59511r 28314".501/2" 381/2")1601/2" fY3J8".BO318"" 971fZ'l<62" 3411Tl<B91/4" :34112"><691/4" 34112"lc711/4" 34112"Jc7111<f' 341Q")<891/4" MANUF ANDERSEN ANDERSEN W ,~ lAW V-WOOD ANDERSEN ANDERSEN ,~ W MNV-WOOD ANDERSEN ANDERSEN ,~ W MWV-WOOD ANDERSEN ANDERSEN W ,~ MWV_WOOO ,~ ,~ ANDERSEN W ANrERSEN "TI""~ ,~ ,~ -LIGHT" "VENT 4./4 272 4.46 258 5.08 249 5.02 2.47 4.59 262 a.6e 4.63 823 4.64 9.07 4.51 9.01 4.47 8.43 467 10.8 5.95 10,3t 5.73 1169 592 1162 5,77 1053 5_77 11,05 5,11 10.49 5_55 11.5ol 5_79 11,49 5_7\ 1072 5,91 '" . .~ .., .~ 9,27 ANDERSEN 30_2 27.5 1117 ANDERSEN 25_4 122 ANDERSEN 11,84 5,26 ANDERSEN 11.22 5_05 7-0 12_73 5.13 7-0 12,59 5,07 wrwV-wooo 11,49 5,29 3030 Gl>.ROEN WNOON 36".,36" 7-0 " ",.., ,~ "... -. ,~ DBL HUNG ~TIn OBLHUNG SINGLE HUNG ~"-, 45-3-4-42-15 BAY 7931lJ"JcS4'31-T ANDERSEN " "" "" "" "" "" ,,"L_ ~m 0'''_ slNGlEHIJIlG OIHTILT 45-4246-2(1 BAY 943/4">:55314- AI\OERSEN a531-T.,55314-INSIDEDM ANDERSEN " 7-oPIClURE 7-oBCl'N CASEMENT CASEMENT ~" ",. ~" CASEMENT CASEMENT CASEMENT CASEMENT C25-2 CASE.PCllRE ,... CASEMENT BOW OBL HUNG ~m DBLHJNG SINGLE HlNG ~"-, 18-4246-19 PClURE NOTES " "' " "' c- " " "' " 30-3045-18 BAY/SI\GLEI-fU\lG BAYIDBL HUNG " 95114-.,571/4' 7911Z'.,61" w ,~ )t'U;';'-';-"';-" Cod;; ~"y" ,:':n c,f j,hk: " 2Hi6 "... 26_88 1706 17_8 " " ..., .... 9_13 ... 939 '''' 7.78 .... 4,51 4_69 'SF' ~ "sa FT." EGRESsA8LE 5925 NO 55,75 NO 62,25 NO 61.75 NO 5737 NO 108,5 NO 102,875 NO 11275 NO 111_75 NO 10537 NO 135 YES 128,87 YES 145_5 YES 144,25 YES 131_62 YES 138 YES 131 YES H4_25 YES 142.75 YES 134 YES 192_5 " "''' m "" haz beef! /,9 " " " " 0,35 0,34 "~ "~ 038 ". ". '2' ". 12,8 "~ "~ 036 .~ 0_38 '" m "" m "" "" '" m m '" m ., "" 152 15_2 '" 15,7 15,2 ", 0,34 .~ .~ 0,38 15,6 15.6 155 15,5 156 0,35 0_34 "~ "~ ,~ 378 .~ ~, ,~ ., " 0,32 .~ '2' " '2' 0,32 115 0.3 106_75 0_35 103.37 15,3 0,35 139_6:2 ~. 0,31 3n.5 " 0_32 300 16_6 166 17.1 17.,1 16_6 0,35 131,5 0,]4 126_25 0_36 128_25 0_36 126,75 038 132,25 0_57 ~, 0_31 ~, 0,31 37,9 0_31 160 33_7 0,38 112,75 THESE"'[NDD"'SAREl[)IIEUSEDONnIEGRADErLDlIR'''..YTf1(YHAVEALAR~ERlIPENING.THANHE HINS_OSIJ,FT.8UTLESSTHANTHEMIN_orS.7SIl,"IT'....l-IICH\LD)lItV.-Jl!-\..w.'..l'f , , ANY rLlJOR_ SEE SECf5 ft1&t~srofmy' know :;eQ-s, Utill~l w IU ' yJdgmfC11! ,., u- . ''''''''1) !l~"!1 'la5 1. Th1G F2c,"torv ~r~2PE':<:~<.JrS0 ',~~;J;t \' ,'" f rJ:~~3 . ,:,1 St&~-a ;')0. ~,>t0497 '" "" 194_5 "" "" "" '" 'ON "" "''' BAYISINGlEHUNG BAYIOBL HUNG DBL HUNG "'"TIn DBL HUNG SINGLEHIJNG D/HTlLT DBL HUNG ~"-, DBL HUNG SINGLE HUNG ","m DBL HUNG D1HTlLT 08L """ SH:iLEt-UNG "'"TIn 08L ......, DlHTl..T DBL HUNG SNGLE HLNG ~TIn 08' HUNG ~m OBL HUNG SINGLE HUNG ","m "",- D/HTlLT 08L ......, '_HUNG DlHTlLT OCTAGON OCTAGON 08L Hl..NG EGR SINGLE HUNG CASEMENT BOW ;U3 (;ct 0;..;;tfi IHDij~,;~1:):j in rnj "'INDD'J!> HOST COM~ONL Y USED IIY EXCEL/A'JIS AVAILABLE IN THE rll1..LD'JING DP RAflNGS EXCEL / AVIS 'JILL INSTALL 'JINDO'JS TO MEET THE R[QU[RED 'J1NOPRESSURES (SEE CHART DN THE RIGHT> "'INDlI'J MANUFACTURER'S DATA PROVIDED) fYPE DPRATING fvU::.C. (.rWC~,) CC:fi:tnJCIi07: " 30-3046-20 " SE5445 SE5445 " ,~ ,~ "" ,..... "" " "" 1852 1852 '''' "'" " "'" ''''' "'" ''''' "'" "" " ,~ "'" "'" "'" "'" "" " "'" "'" "'" "'" "'" " "'" "'" "'" "'" "'" '" """ " OPERABLE FS101-75 VS101-75 FS106-75 VS106-75 FS-112_7S VS108-75 SAFETY GLASS '""0 "" "" "" ROUGH OPENING 87117.61- 6S'.85511S SS'.858M' 221/T.,571/4" 22117.571/4" 221/Z'.,59114' 221/2'".,591/4" 2211Z'.,5T" 22112"<65114' 221/2'".,65114" 22117.65114- 221/2'>:65114"' 221/Z'>:65114"' 22112".,691/4- 221!Z'.,691/4" 221/Z'>:711/4"' 22112".,711/4- 22117>:69114" 261/2'".,571/4"' 261JZ'.,57114" 26117x591/-T 261/2'"l1:59114" 261/Z'lr57" 261/z'>:G51/4" 2611Z'.,6S1/4" 261!Z'>:651/4' 261/z'>:65114" 261/2'".,651/4" 261/2'"l1:69114" 261/2'"l1:69114" 261JZ'.,711/4- 261/z'.,711/4" 261/2'"l1:69114" 24114".241/4" 241/4'.,241/4" 2111Z'>:28" 211JZ'.,46JJIS 211/Z'.,713/1I"' 211JZ'.,551/Z' 221/4''>:22114"' 46114'x5g' 461/4".,59 971!Z'>:62" MANUF ANDERSEN ,~ ANDERSEN ANDERSEN ,~ W wrNV-WOOD ANDERSEN At>.OERSEN M ,~ MW V-WOOD ANDERSEN ANDERSEN '.0 ,~ lIIWV.WooD AN:lERSEN 6_5 ANDERSEN 6.31 '.0 , 7-D 7_18 MW V-WOOO 6_52 ANDERSEN 7_94 ANDERSEN 7_37 7-D 783 7-0 li03 lIIW V_WOOD 7_6 ANDERSEN 851 AAOERSEN 7_89 7-0 8,37 7-0 8,59 MWV-WOOO li14 7-0 2.1)8 7-D 21)8 """', ""'"" """" w'" ,~ ,~ M ,~ '.0 "'[NDO'JS INSTALLED BY EXCEL HOMES / AVIS AMERICA 'JILL MEET OR EXCEED TME REOU1REll "'INll PRESSl)RE AS DETERIo4INEDIIY THE CHART 8ELD'J (SEE "'INDD'J MANUFACTURER'S DATA PROVIDED) 7-0 DtJUlILEHUNG SINGLEl-IUNG HI;' 1l/IiI;'OlID VINYL CASENENT ANDERSEN CASEMENT II/l-ITILT DtJUlILEHUNG PELLA CASEMENT Il/HTlLT " " 15.25. JO. 4SLSO 40LSO 4S. SO. 60 L70 30.4SL50 20&SO 4S.50 L70 40&50 '"LIGHr- ""VENr 19_12 5.2 19.9 5_38 30_64 3064 547 3.2 498 302 658 2.94 576 2,92 518 3,04 638 3.72 5.81 3.52 6.24 329 644 3.27 6_04 3,53 6,84 3.2 623 3_02 6.67 3,52 6,89 3.49 6.47 3.77 '''' 2~ 5_42 4.74 8_52 5_75 ,.. 14.57 14.48 23,57 3,89 " '" ,." '" 4.52 4.31 ..... .." 4_32 '" " 4,37 ..." .." '''' 2.71 3,14 '" 7.18 9_14 ." 37,1 387 387 '" " " " '" 10_2 102 10.2 10_2 10_2 108 10_8 11_1 111 10,8 10,5 10,5 '"' 10,9 10.5 " " " " " >V '" 13.1 13,1 >V .., ..., " .. 10.5 10.5 '" 12_4 ,... " " " "U- "sa FT." EGRE5SABLE ,~ 117 NO '" 0.31 ~, "" ~, "" .~ '" '" ,~ 038 68_375 NO 6225 NO 73,5 NO " NO 64.75 NO '" ." 0,36 '" ,~ 79.75 NO 72.63 NO " "" 805 NO 7,5,5 NO 0.35 '" 0." ,~ "~ '" "" 75.5 NO 83_375 NO 86.125 NO 80.875 NO ", '" ,~ ,~ 0,38 " 78,875 875 89_75 81_5 0.35 lIa75 0,34 92125 0,]6 97.875 036 101_5 0_38 95 "" "" "" "" "" 0_35 9725 0_34 925 0.36 104.625 0_36 107,375 0_38 101,75 "" "" NO "" "" ." '" "" 0_38 26 "" 0_37 0.41 "" "" 0,37 "... "" "" .." "... "" "" '" '" "" '" 180.25 '" 0.37 119_5 '" '" 228,5 "" ROOFMHNHG><T'30FT,EXPOSlJPE-O- OAS"'W"'OSPEEOlmph-3"'o"~"1 ZOHlt iFFICT,y. WINO APEA (PEETSQ,l " " 10,6 _"" ". .", " " .u .",' ,'-" .,",, ZONI Sl'FICTtVl W"OUEA {FEETSOI ROOF"H~""HT_'OFT, ElIPOSURE-e. BASiC W..O SPEEO I"""'."'."...''') " " .u .n" ", -,." " " ,.. 21,' "2 1... ZONE ..FICTlYI W"'OAREA "'EETsOl ROOF ..EA"HC~T. JOFT, EXPOSURE-C- eASiCW"OSPEEO{,"""_',,,,"O.''') " " " " TCO n. '.,.. .,,-, TOO _'73 'Os _,"" 20"1 .FFRTln wlHOARED (FEETSQ,I ROOFMEANHG><T"OOFTEXPO'URe-c- BASiC WINO SPHO{mph.' '.<ondo",,'" " " " " 21. _,'I '0' .22. ,,,. T" "T .,,-, zoNE EFPECr,y. W",OUEA IHerSO) ROO"..!.AN"CHT'30,TexPOSURe'o. BASiCWINOSPEEO,,",,,,,,,,",,O"'''' " " " " ,_, .'61 ", ", '" '" ". ", ZCN" ....FOClIVE -;c<REA ""0'01, ,,~,~, OlE'" ...",.,. "FT DOC;o'"Re ."'~'.."C"P"Di,T""O""",!""" "" "" "" "" "" '" CTC3 OVERC33 30 DEGREE BAY 'OM "" "''' ~" CASEMENTEGR CTN28 CIRCLE TOP CTN30 CIRCLETOf> CTN29 OVER 1<4 "N" OVER#l1 om" OVER/iJ "''' DBLHUNGEGR. """ DOU8LE HUNG RV2&46 ROOF WINDOW TRAPEZOID TRAPEZOlD TRAPEZOID "" -"'~ 5030 TRANSOM 1643-24 1848-24 Cl'H45 DEGBAY FGCJVGC 24210 "" """ "'" " ", .'9,S .'",7 UNIT "'ITH OPTIONAL STORM COVERS AIR JNFlLTRATlDN T[STED AT (FI'ilLlN rr "'INDO"'S. CHI/SO FT." WORS GRADE FLOOR EGRESS I.,IINIlOI;' ONLY (50 sa n. NET CLEAR OP[NINGl SA.ETv GLASS TO BE PRDvmED .OR 'JINflO"'S IN HAZARDOUS LOCATIONS (S"'ETY GLAS!> REOUIRED IN DOORS "NO i'lLL TUB AND SHOVER STALLS) "AX 'U' VALUES FOR DOORS AND 'JINDOI;'S TO BE 1"1 ACCORDANCS TO PREVAILING CODE Sl(YLlGHTSroRNYSl-IALLCDNtORMTDNy.sBUILDINGCDDESECT!ON7167CL719 SKYLlGHTS FOR ALL OTH[R STATES TO CONFIRM TO PREVA!LlNG CODE OTl-IER DOORS!. 'JINDO"':; ARE AV4!LAIILE Dr EOUIVILAIH srZE !. VALUE AN AIR INFILTRATION BARRIER SHALL BE INSTALLED 'Ji-IEREVER A V[NT[LATEO SWING MATERIAL IS !NSH,LLED OR THE SHENG INSTALLATION ~EC"Nl{lUE NECESSlTATES A LOOSE F1TTINGt.PPLlCATlDN(NYSl 4LL DUCT ""ORK TO COMPLY ',,'1"-1 NFPA 908-1993 SPACE S MEEl! NG I'!["l KA B~ TABLE SPACE REOUI REMENTS (6~ SQ. ,T ~ 7'" 6-' HIGH ~ SHALL C(1MPL'f "'iTH '""Ell ABLE S~ACE REOU1REMENTS. EC LlC,~ T. ";eN; 4,'~O [OPE $, ','-",00\.1$ 1"1 EUIU[NGS LOCATED IN '-"'loW-BORNt: DE3Rrs ~"Gro~s SH':"_~ ,,""IE a~z~- ['PO:~W"GS PROTEcnn F"'Ci~ '~'!ND-~OR"E DEBRIS, GLAZEr. UUJ:-',c,: p~J;~':'!~'1 -~, ~4;;i;:P~:~~ ~~E~~~l~: = '<[~- f'~~',r~:g[~~~~~~~~,,~',~1~~ '"~_~,::,~ros;~~"Z,~L', ,-I,' "-jIC~N[:, C'F - ..~. -=:::;T~CTlC', M.:' ,- ~~s-~ ~[~<Of~': ~8~[~'ii~ ~::~c " 1T., _'01 ,,, ", '0,' 1',7 ,,, .2',_ ,.. ", .,., .,., ", ,., .", ,." ,",' 24,' ,,,. -,,,. ... ,",' ,,, ", ,... ,.. ,... .>3. ,,, ::.. ",. " D/HPlClURE = ".. ',,",oc ~" ',,",oc "''' SNGLE I-UNG DOUBLEHLfoIG ,,,.... SNGl.E I-UNG ~, DOUBLE HUNG "" SINGLE HUNG - DOU8LE HUNG - SINGLE HUNG DOUBLE HUNG SINGLEHtA'lG DOUBLE !-lUNG 1',' .,,-, '0,0 .22.0 ". -". TO. -211 T3I _257 '27 ,'" Z" _'",7 22 7 ,'9~ ., ,.. ,.. ,.. ,,. " 'H ,., ,." ROUGH OPENING 5;--.603IB 34112",19314 3B1I7.213/4- 34112",84118- 341IZ',BlIl1B- 38112''''-61/8" 72>18-,747/8- 38 '14",6~1/4- 391/4-.37114"' 281/l'".4611T CAlHERORAlTRUSS VAUl.TED(12112) CEDAR HAVEN 38112-,,361/2'" SOla.3811Z' 70112"x5911T 89'X~8 114- 87112'".57114"' 1911Z'lc181a 191/Z')(43112'" 1&112'".66112" ~.~ .30114-"37114" 381/4'".57' 341/4">:53114- 38114".60114" 391/4">:571/4" 38114".64" 341/4".65114- 381/4Y72" 34112".691/4- ,... -,.' Z4.7 ",0 TO ~ _,., ,",7 -3,. ", 292 -30_' 2.. '0' ,." -"-, ,.. .",3 " .31.. 16'. ,,, ." ,",' '" ,., _'0' '.. ,.. -,,, -''I ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANOERSEN ANDERSEN ANDERSEN ANDERSEN """~ _m """'~ .,'" '"'''' MALTA MALTA SLJN.TEK SLtol--TEK SUN-TEK ~""'" CAP 9555 ~,- CAP 9555 ~."'" CAP 9555 CAP 9500 CAP 955 CAf>9SOO 13_45 CAP 9555 11.46 ,." .J" ,"," ~.. '" ,,, "^- -UGHT' 'VENr 16,3 167 " " 13.25 611 14,04 5,25 13 6 ~.95 252 126 6_91 6_29 153 " 7,37 23,12 15_07 7.65 13.6 ,~ ~, ~, ,,, 5,46 8_41 ..~ ...'" ." ... 11.69 10_49 5,72 11.76 5_92 10.69 5.96 '" 30' .33 ,. -31.1 30,0 "'0,7 ~9 -30 3>,' -3. 'u -3... 33,' ..._. JU ...". '" .". ." -, ...." ", '.. ." ->>., .., 4>2 ..., ,n .., 4'2 0" ". '"5 .., ..." "". '" '0,' .",,' ,,, ", '" '" ,~ .~ 8,41 ,ro 2.19 .." 4,19 5_75 5,13 ,~ -SF" V' "SO FT EGRESSABlE 239 0_32 228 7~ NO " O,~l ,7 ~ NO .. OJl :l5 NO 202 031 1525 YES 21.2 0,31 13125 YES '" 0_31 141125 YES 37,8 0,31 200 NO 17,3 0,31 157.5 yeS " 0.31 7al6 NO " 0.38 96,25 NO " 0.39 NO 27_5 0,39 296_5 "" " 0.39 ltlB,3Il "" .., 0" "" 15.3 0." ~ 29_1 D_37 ~ ~, 0,33 145,5 "" ~.. on 145.5 ~ " 0.37 2!H5 ~ " 0_37 69,25 ~ 0,37 105_1 ~ " "" ~ " 54,75 ~ 13,1 106,2!j "" 12_7 l{lot,5 ~ " 143_75 '" 15,2 13112 '" 16,1 145,5 '" 15_5 133.62 '" 19.1 129.25 m 16_5 143,25 '" ~ <(" o ~ ""' ~ ^ ro OC .'::;;; W w6~z ::>:::Ie --: S ::2 O--,:I:<c I~"-ii <( wi\jw 1;:00 ~~~! ~~o>:~ w" > <::( ::>:: >"'::> ~T W S--.J O~ 00 ZW ~:r sU If) w -' e- i= IDf-?AWN BY: ATT ICHECK~Dp I:lY: IDATE: 02/02/95 REVISED: 10/23/02 /SCALE: N,T,S jDISK NO: NYSSllD Si--lEET KEY NOM. SIZE A B c c c 3068 c 3068 D 2868 DD 5468 E 2688 EE 5068 F 2068 FF 4068 G 1688 GG 3068 H 2668 HH 5068 2068 4068 J 3068 K 3068 L 3068 1YPE 3068 C$210 INSUL. CORE 2868 CSZ06 !NSUL. CORE 2868 FIRE RATED SPLIT JAMB 2868 FIRE RATED STEEL JAMB FIRE RATED SPLIT JAMB FIRE RATED STEEL JAMB INT. PASSAGE INT. DBL. DOOR INT. PASSAGE INT. DBL DOOR INT. PASSAGE INT. DBL. DOOR INT. PASSAGE INT. DBL DOOR INT. BI-FOlD INT. BI-FOLDS INT. DBl. DOOR INT.8I-FOLDS CS210 SGL. SIDELITE CS210 DBL SIDEUTE w/lRANSOM INT. POCKET ROUGH OPENING 381/Z"x821f2" 81 3/4" OUTSW. HGT. 341/Z"x821/2" 81 3/4" OUTSW. HGT. 351/2~x82 1/2" 331/2"x821/Z" 38 1/2"x82 1/2" 37 112"x82 1/2" 341/4"x8211Z" 34 112" (MARR WALL) 67"x821/2" 671/2" (MARR. WALL) 321/4"x821/2" 32 1/2" (MARR WALL) 63"x821/2" 63 1/2" (MARR. WAll) 26 1/4"x82 1/2" 26 112" (MARR. WALL) 51"x82112" 51 1/2" (MARR WALL) 20 114"x82 1/2" 201/2" (MARR WAll) 39"x82112" 39 1/2" (MARR. WAll) 32 1/4"x82 1/2" 32 112" (MARR. WALL) 62"x82112" 62 1/4" (MARR. WALL) 26 1/4"x82 1/2" 26 1/2" (MARR. WALL) 50"x82 112" 50 1/4" (MARR WALL) 53 1/2"x82 1/2" 81 3/4" OUTSW. HGT. 68 1/2"x82 1/2" 81 3/4" OUTSW. HGT. 681/2"x96" 73"x84 1/2" 73 1/2" (MARR. WALL) (37" OPPOSITE HALF) MANUF. "LIGHT' "VENT' THERMATRU 19.26 THERMATRU 5.1 17.33 211 ~ S~ III ili::f~ .e CEoI? ~g)o2fO as! 17 -f' c ~Q.fEn1r.:? ...!-: :t: J;:; '- {j} ~~nr~ ~ [EUc5"'fa :Z! Iff {i :~ :1; -c' E ':z; P .5:? i %!i;d ~6rnO i' ~~. >>"',- "'"'"'u E'~... o ?:-t.i O~d.::'!,) _ 0 > Q.::;c ;..; !(I t;~'" .d. 1-' tf Cj..'i'..::' i11 ,5' PJ' :5 '" ,<:,..0 ,...: ~,' It.. ~:;:, ~~; @ ._,.....0 c~ CHALLENGER CHALLENGER CHALLENGER CHALLENGER THERMA TRU THERMA TRU I i ~ ~ g, I -'<: ~ 1.7 19.26 3.4 19.26 "SF" "U" "SQ. FT," 21.8 0.14 19.5 0.28 63.75 20.3 0.14 19.2 0.14 22.1 0.14 0.14 j f 1~,1 ~ S! ~l~ j';~ :;'~ Q.~ --- t,) .s:? F. -r.: :Jo '::; ~w <.' t2?:E 0", try,", ,!;o <. J;; c;S "9.1 '~'>-. (:J) :2~ $-8 z8 30.7 0.28 21.25 29.2 0.28 42.5 KEY AA M N o P 05 06 08 09 9068 s 4068 T 6068 TT 6068 u 6068 v 6068 W 5068 x 6068 Y 3068 YY 6068 z NOM. SIZE TYPE 2668 INT. POCKET 2668 INT. POCKET 2068 INT. POCKET 5468 CS210 ll-lERMA-TRU DBL ENTRY INSUL 2868 FRENCHWOOD SGD FWG 6068 5068 EVEREST S.G.D. 6068 EVEREST S.G.D. 8068 EVEREST S.G.D. EVEREST S.G.D. INT. SLIDING MIRRORED FWH 6068 SWING PAllO DOUBLE SWING PAllO WOODVIEW SGD SWING PAllO INT. SLIDING INT. SLIDING INT. PASSAGE INT. DBL DOOR 6068 M.W.S.G.D. zz 6068 M.W. SWING PAllO cc 6068 ll-lERMA TRU SWING PAllO DOOR JJ 6068 THERMA' DBL SWING DOOR (NO SCREEN AVAILABLE) UNIT \11TH OPTJQN4L STORM COVERS AIR INFILTRATION TESTED AT C.~/LlN FT '"IjNDo\JS. [nt/so FT.- DOORS GRADE 'LOOR EGRESS Io'INDO\ol [J!JLY (50 SQ. n, i' SAFETY GLASS TO EE PROV!DED rQR \JINDlNS IN HAZARDOUS lOCATiONS 'SAFETY Gl'>SS REi:lUIRE2 IN DOORS AND ALL TUE.>ND$'-lDI,,/ER STAlLSJ "AX 'U' VALUES .:JR Doo<<s AN:! ;..,NDOlol$ TD BE iN ~CCORDANCE TO PREVAILING conE SK~UGHn FQR ",v SHALL caNFOR~ TO NY> EL:iLDI"G conE SEcrmN JiG;C ~ 7''; SJ<YLIGHTS 'CR ALL ['THE'1 STATES 1Q ((N.jRK TO P,<E'IAIUf:G con;: :n-li::<< DOQRS ~ 'iINlJQ'dS ARE ~VAIL":'hr CF [GUIVL,M,1 SIZE ~ VA'_U[ ..c< AI'< Ih~L TP.~1!I}', E"~~IER SHhL E hS1~I.'..ED \o;H[RE".'[~ i, ''-'[N"IL n~r S;:'I:"( "A'~"ih :: ,"S'~~L':D 2R TH~ S c'l"C INST-"LLA;,O'I cEC..H1!DUE 'I[C;::SS!"-\fES A LJ::,c .'T,;';C:; ~F't>'_:[",'JCi" "'n~ <L ~,:CT ,1;JRk '0 '~""'~~', .ll~-! "',~~ ?O~" :,o.:.C['Z ,.,;::[7:'j::; r.,;:,. .-<':'~:l ~_~ ~U,~,;;~":[',;, ':50 ';0 c- SH~_L C)."PL'( ,.,'-" ~~~"'- <'i:O;_':O'c;.~"-, [~~!C.n ;, " ROUGH OPENING 65"x84 1/Z' 65 112" (MARR. WALL) (33" OPPOSITE HALF) 61"x841/2" 61 1/Z' (MARR. WALL) (31" OPPOSITE HALF) 49"x841/2" 49 112" (MARR WALL) (25" OPPOSITE HALF) 67 1/4"x82 1/2" x81 314 (OUTSWING) 72"x80" 59 1/Z'x80" 71 1I2"xBO" 951/2"x8O" 1061/2":x80" 49 1/4"x82 1/2" (83~ ON VINYL) 50" WIDlH-MARRlAGE 49 1/4"x83" 50" WIDTH-MARRlAGE 72"x8O" 72"x8O" 71112"x80 1/2" 711/2"xBO 1/2" 61 1/4"x83 112~ (83~ ON VINYL) 62" W1DTH-MARRlAGE 73 1/4Mx83 11Z' (83M ON VINYL) 74" WIDTH-MARRlAGE 38 1/4"xB2 112M 38 114M WIDTJi.MARRIAGE 75~x82 1/2" 75 1/2" MARRIAGE 71 3/4"x80~ 713/4"x80" 75112"xB21/2" 75 1/4"xB2 1/2" NCTES " " D J) " " G) '~) MANUF. THERMATRU ANDER. EVEREST EVEREST EVEREST EVEREST ANDER ANDER. MALTA MALTA MW MW THRERMAlRU lHRERMAlRU 21.92 30,78 25.34 23.78 21.92 19.56 19.56 "LIGHT" "VENT' 23.78 26.08 31.3 15.89 41.73 21.19 46.95 23.84 21.92 16,11 33.58 16.07 16.38 14.7 16.11 19.26 38.52 33.8 14.72 13.24 39.9 39.9 43.2 43.1 "SF" 38.5 40 33.1 40 53.1 59.2 10 10 40 40 0.38 0.38 0.39 0.39 "lJ" "SQ. FT." 0.14 0.33 297.25 0.39 0.39 391.25 0.39 0.39 0.33 274 0.33 0.39 384.75 0.39 316.75 297.25 274 244.5 244.5 ~ ~ U ~ 00 a: we "~ W wD"'Z ~ 8~;~ <:( I~ll.~ ~~~~ len <c D - VI - ~Z-i> > E5~,,:j <:( ~>Vl3 ~T I W -.J ~ o w :r: u (f) w -' f0- e:: cr:: o o o IDRAWNR~Y: ICHECK~g BY IDATE: 01/18/95 ISCALE: N,TS IDISK NO: NYSSIOB SHEET 98 I _ ~l_L-- (])80dTHREAD[D (mSIMPSONLSTAXXSTRAPTlECS20 HARDENED STEEL NAIL COILED STRAP D~ HiS2G NISi STRAP VI PERTRUSSIJ/)'MIN (AlOl13xH/2 NAILSEACH[ND PENETRATION ~V00~~D T~~R~A~~~NG STUD OR VRAP /' --- ~ - - ,'---" SIMPSON LSTA1B (0'- eqvoll , I (I) EA_ TRUSS 'vii (7) IOd NAILS " [A [NO or [A. STRAP Hl RESIST '~HlJRlZONTALr[]RCE : I,. ,'>, \ mlUSS TOTQPPL4TE-LATERAU ''''~''' (DlO.13I"x)-1I4'NA[LS ,,~,:~,~::<':~~)I~ (;:.L GTy~S;::~x~O STUD) , , " I " TOP PLATES . l.5'X 26GA. STRAP _ I> "'I ([2) 16GA STAPLES _/ [A END EACH STUD. --_L_ -~ (STUD TO TOPPLATEl ~STUD I I I I I I \ \ \ \ \ , '.I[ND '1\" "0' SPD 110 . ~ 120 ~ . DETAIL Al NON-STORAGE TRUSS TRUSSTDPl.Al(L F'LATEmSTUDCONtf:CTI{Jl (P) Oll3' x 2' NAIlS~ -- --'~:J) O.Il)' x 2' NfIlLS (05B TO TRUSS FASCIA // mSB TO TRUSS TOP BOARD> (' ~"(HORll) ^, (" . '\ I . ,,~;::, ) \ I " , , ~<.I (ll O'[)(' ,]-1/" ~'\ . '~:~~~ :~~)~~LL TO 26GAUGESTRAPIJ/\ ~26GAUGESTRAP'W1 <N>I >/8', 16""': \ , ': (",I 1/8' '16GA STAPLES EACH END \ :: 1 ~ /' ~ ST/APLE$EACf./END " / 1 / " .",[ND MAX OPTIONAL OPT: __/~(IOOI3l' x 3-1/4' SPD U\:'-J~",l STRAP STRAP ALT. '-_ _ NAILS (OVERHANG 110' ;SIJ LSTA18 CS20. HTSI6 TO '..'ALL) 120 1130 LSTA24 eStEl. HlS24 L rn>T. STRAP IN PLACE [J" CONNECTlDN'L'OHTO IJALLCUNHECTlllN. ~~Nt 'J' OK' 'Lo 'W 'N' 'p' no 2 3 3 2 l I 120 3 4 3 2 L l DETAIL Bl UNITIZED OVERHANG FUPEAVEOVEllHANGI!l I4JIlt"-EClJH1:T1IJt ..1(;1UD <l1013l'X3-i/4' 15'X26GASTRA!~~.[_ NAllS C....AlL BOTTCtt WI (6) 16GA sTAPLES ,/:: \ :......" PLATE TO STUD> [A END EACH STUD ': EXTERJ!JR & MARRIAGE (STUnmrlOOR HAND) :: I \ IJALL [XTERIDR & MARRIAGE .: \ IJALL I", X\ (l)(U3L' X 3-114' I ~,', t ~', NAilS ('WALL BOTTOM I '~"r J " I PLATE TO PER!MITERl \ ' "1 ',. ., I EXTERIORS-MARRIAGE \' ,-~~,", ) ....ALl rJ.'" ~ [Xl SH(ATHI~ ' ~ '~~,'" ~ 2X BOlHlH PLATE , ~'~y' SPFORBETTER ~ . ~-- RIM JOIST ""INO SPD. 110 120 'V' "vi' DETAIL C TYPICAL STUD TOUTM,PLATE & PLATE T[lR[MC[NHHCtl . , . . ~ I wO)Spn2R[Q'D ?NDflR,nllmrR mmrnNHfnlnN rASTENCORNERSTUDS2RlJ....S [J'[6<iC[Hol(]NNAILS@I7'o,c IF USE () l/4' OrA. LAG SCR(....S 1ST fiR [flRNfR ~TIIn mNI'ErTlfiN fASTEN ([]RN[R $TUDS 2 ROIJS OF"16dC[JH>4[J{NA!lS@6'o,c [J< USE) !/4' DIA LAG SCREIJS :/ SIIolPSON STHIII4RJ(.,.- ~~o <c) [ACH CIFNER RESISTSUPllrT Uf'TO 443U# INSTALLED IN 3000P5,CONCRUE MiN 8' Slrl'l VALL IJI Ofi) 16<i S]Nl([R NAILS <Z/L 'NSIALLED ON-SITE E~ k'llOEi<' / .~,'cj/! DETAlL-El TIE, -:;~R~;,;;~:;,C CCRr':RC Cf ::=,,-;c:~' _' ~W) ':c-~u'.I; ':' i"i) ! :=" C","',' :r ';"~'..,, c"_ ~f,:; 'l ,',\ IS X 26GA STRAP ',J/(J2)16GASfAPLES EA END.EA(H STUD <TRUSSHlTOPPLAT[J (EXTERIOR I!. MARRIAGE VALl) (j)HIDDR[QUAL /STRAPV/(A)(J1l3XH/2'NAILS EACH END, EXTEND STRAP ALONG STUnDR"'RAPARoUNDT[lPPLATE <TRUSS HI HIP PLATE - UPUfTl -~StDTRUSS " (H) 0131" x 3~1/4' NAILS (VALL HIP \ PLATE TO STUD) \ ~" ~013l"X2-112' ,,/ ! :::~~Dr:C~'I]C :~~,\/(PLATEHlPLAT[) ~ t ':2'^- 5/8' G>P ~~>---HEEL CONTINUOUS _>~DBLHlPPLATE 7/16'DSB~ /~..... (El 0131' x 3-1/4',-~ XI I' NAILS (CONT HI I TRUSS Bm, CHffiDl I ~J I '0 I,S'Xc6GASTRApl lJ!(S)16GASTAPL[s r---; EAEND.EACHSTUD.\ (STUnTOTOPPLATID (EXTERlm ilALLl \ / I.S' XC6GA. STRAP V iI/(6l16GASTAPLES \, EA ENO, EACH STUD. " (STUD TO HIP PlATD (MARRIAGE ilALU STUO-':::- - 'WIND SPD 110 120 'A' 'E' 'W DETAIL A2 STORAGE TRUSS TRUSSHlPlAT[& PLAT[ HI STUD C[JIN[CTlm , , . . , . I~-K~,,\: ~H~~JI~ff ~~~~2~RNAILS / 1r/ M \ ( ., I ~~'1"""'~"J\ m 0131', HI" "'llS \ /~i~ '!.. -(VALLTlIPPLATETOSTUDl \>V i!! ;/' / "'-S/B'GYP 7/16' IISB-'.IS.~ " .....-f" ~ - '--' TWO RIIVS lY 0113' x 2' NAILS @ (D STUD OR ~~N~ 'R' '1' TilO RIIVS or IS GA x l-\/2' STAPLE @ (D U(I.. (SEECHARTINDETAlL-AlroR'C'C[JIINECTI[JN) 120. . VIND sen 110 120 '"' uPllrT P.(IlIl .-rlSTRAP REQlJIRe:O FOR NY AND IRC STATES I /1 'OPTIONAl STRAP ALTERNATES HTSI6 HTS24 OPTIONAL STRAP HTS20 HTS20 DETAIL-B2 FIXED OVERHANG fiXED EAVE DVERKANG TO i'IlIDI1.[CIlHI€CTJCJj 950 1130 , (~. ~)~ mlSTA"2'DC~~ EXTERIIIR I!. MARRIAGE VALL -- ~..... " SILL PLATE , 1:/2'IlIHOOKED ANCHCRROO \ I I I I / PLANT Y11NSTALLED fiELD INSTALLED WINO MA~ lIPI ALT SPD l/PUrT STRAP STRAP DETAIL D TYP. PERIMETER DETAIL R1M TO SILL PLATE & SILL PlATE TO flliJ'lDATJOI1 C[tKCTlQN 120 /2XTREATEO / SILL PLATE S[EOETArL-O~~"-( J- I rrOUNOATlONVALL V (BLOCK/POURED " lIRSUPERIIIRW'LLl 112'I/JHOOI(EDANCHDR RODEMBEDOED1S'!NTD I MASDNRYRLOCK0l112' ! ON POllREDCON(RET[ ;.RLS, fOOTER , -~--,~_.~---,._~ .J-BOLT DETAIL .)/~l(;:,~""., , w ~ ~ l~ '( <1q, ~ ~ ~ 4e- I I (3)SPFl2RW.o,N' " \~ \ , STRAP SirlpsOI1-(SI6 J70S USP-RSISO 1275 "" UPLIFT 'EE' p.~"ol 'Fr' NAILS PER [ND lIrSTRAP (15) 8d NAILS (1O)8dNAILS 1734'I'I(IX 1224'l'I(Ix m LST A9 @ 2' 1].(.--,:, rLOORT01STFLR.CEIUNG !' STAPLES EACH END ) EXTER![JR I!. MARRIAGE ilALLS \ \ VIND SPD 110 120 '" t.l'L1H P.~b) 821 1001 OPTiONAL STRAP LSTA1S LSTA21 OPTlI]NAL STRAP ALTERNATES HSTAlS,STl2 LSTA2l,MSTA21.STlB .,.~ ~I {/~~liSTRAP([JNNE(TlNG2NDrLR /~rLOORT01STrLR.CEILlNG ~SEEB[LOilr[]RSPEC'S PER STRAP. I I A<J>sP,"'REO'D ,/ DETAIL-E2 CORNER FLR/CLG CONN. STRIIP{J>TIll'lTorIlSTENIST fLl~ ~D TO 2ND rLR HOD , ~~' / , ' ~-_o DETAIL-G2 FLR/CLG CONN. STRAPIJ'TlONTlJrASTEN1ST f\.RIIlU T[l2NDrLRItJ[). ~_15'X26GA.STRAPIJ/ _ ~ (6) 16GA STAPLES ""-,-"'" EA END. EACH STUD / , "(STUO TO rLOOR BAND> ~ \ DTERIOR&HARRIAGEIJALL I (", \ I I ", CLG.RIMJJIST '. I \ r'~0!31"2-1/2'",llS \ ',I FACENAlLEDl!8'D.C \ '{ (PLATETlJPLATEl \ I , . (J) 0131' X 3-114' NAlLSY - --- DETAIL-F ("'ALL TOP PLATE TO STUm TYPICAL STUO S~AW JT~T :r~R d:.:~~~~ & 2X TOP PLATE SPFmBf:TTER BA$( ..~ ~.(,~OJ'1l0" ~ l~~ ~ . :a:\ " w. ,~ J tr; N #4'" .~"ESS\O"t' ;/I' ~"'~ ....~ Sl~i .m "'": i;; 0000 ~'" ~ (.1);'0""'" ~ ..!2 c.; . .t.1 r;: 0..$ t ~,~ u.:> i~"~ ~ i Q. nu" ". ~. 1; '~" ~ '~~' ~.;'I ,1'!:!'.,,-," ''',':'' [ ~,'" ti~ ,;%tr .~ ~" '!/.~. ,(iC c".. ':':'1' .i:u... ,.:.:;:- ~E.!f,: .~€ "" Ji?F-.! :2 ,~,,- 1 ~ ]! 1\ ~ FOUNDATION ANCHORAGE ./ / /A / '/ '/ 1/ /.'/ ./ ./ .,; 3' -~ ~ Q ~- ~ SHEER [S DISTRIBUTED EQUALLY INTO EXTERIOR VALLS PARALLEL TO DIRECTION or LOAO v (PLF) = V <LB) PERTM[TER(FT> MOD. V!DIH (rTJ HOME LENGTH CrT . or HOIll.lL~SI STOR I e, ,. ,0 w" 0" .' ,0 g~ '/. , /. // . // (./ >s:/I/ '/,/ 'ii/ '/ ~ ./ 'jl iv' w ., -. >0 " w" 0, "0 .> I~'" 12 " " " " " r/ / /01"''/ //0< ./ '/6/ r//.....v. ,orST~lE:S '// V/ /. ".'/ / ./ / /-' '/ 1/ " " <2 " " " " " 2 2 2 2 2 2 2 " ! I V 'B<\S(S>1EARl"LB / ';7I.,.{// / -/ 18'551 '/ 18444 18368 2 '/ /, / / ~yl;/ // /. //'i'v//L (// //"',.. '/ '/ /A..u.'/ 2 2 2 TYFlr -"L SHE"'i< "~;~;.CF<"G[ TO ThF .m:';JAi 101< is I',n S:-::~" CLP':'CjT" '" EO,--T Z-,-- 338 LC:;:: CD= 1.6 " c, - 5-, .llT'-il/2'DI" L8S :':::0 :2 LES -=- ~ i ""~; ,-,[" g[)L r S A :-t<3'_~ 32[, 18235 18149 18082 17%& ;7685 : . PEP ~ '" F -=. .'LL:S \ic-,S .S9-::- I >- ffi Q) .$;,) n: o t$ "- - "' C'. o o ~ ~ 11" (oj _'f:;". I \ I I ~ __ C~EIIL A~~- ~ ~~ ~Tit~~ ~~ >,1 j~/ .'~) ~ '" ~ r~ t: -~. Sl . "0 ~ ,.. .~. f~c. >::. :r"MUM' > ~ '~ ' / ~. ~ 1/2' OSS "EAT"" ':j~S\IL~ ~ ~~:\ ~ J ~::::~:M:op PLATE ~ ".. / ~~H - ~DETAIL-B V,,", ~Nlly CASeIA ~ ' ~J~ h ')\ ~ DETAIL-C -, ROOF TRUSS ~,j DETAIL-G , / / /10 ~ <D ... (\~~~ $HIPUJl}SE IS' P[ECE or o.SII AND'~ HOlD BACK EXTERIOR SHEATHING or [A(HlINlT AT DELLY-BANDAREA TO ALLO.... FOR ON-SITE INSTALLATION or STRAPPINGrR[]HISTrLOORCElLlNG PER\HETER TO TH[2NorLODR FLOOR PERIMETER. :\'" ii ' " " ' " ", CEILING SYSTEH V ::, ", : ~ ::~Tt" Ii j ','1_1 ~ 7fl6' OSB SHEATHING " ' \,' : _, r-- I ~,IV ~:: - , (MINIMUM) \ ";~;;"""Jii[~, )~ '~~,/:::: 'x,_!~ )- , DETAIL-D ......... ~~~, ",-,J \~" :', SOLE PLATE ~" , '~){ :,~RIMJDIST I ~ I-- DETAIL-E ~A I PLANT ~ ~ INSTALLED / FIELD INSTALLED flOOR SYSTEM ~ , , \ ]// TYP. EXTERIOR WALL SECTION EXT. SHEATHING NOTES: FLR/CLG SHEATHING TYPICAL S/LSH(ATHrNGBANUnJl1[JNSlTECO~CTlO" Of2ND.LRflR TO [STflRClG Il ALL EXTERIOR SHEATH[NG IS ]N$TALLEDPARALLEL TDSTUDS AND ALL SEAMS FALL OVER STUOS OR SDLlD BLOCKING. 2) 9' HIGH SHEATHING USED ON 8' HIGH VALLS seAL: 3) la' HIGH SHEATHING USED ON 'L'-j.n,s 9'HIGHIJALLS CALCULATION REFERENCE: ALL FASTENER QUANTITIES TAKEN FROM CALCULATIONS IN SECTIONS 19 & 26 OF CALC. MANUAL DESIGNED TO MEET WORST CASE SCENARIO OF 10' WALLS. 36" FROM CORNER AND \1AX. SPACING. " ... ~ u g -00 a: W w ,." <(I VI~ 1(1) <1::: ~< ;: ~~ <(h ~; .,~.,s~ 0>_"''''''' " ,., ,... ~~Z;~ : <5; ~;;j :-~;:-;::~ ...<>:~'--'" oi~t::><... ::; ;:;~ o 15 i~ it I D... 02 >-- o::ZO 05:N I- (/)I 100 N-I- I o w --' f- c= UI(A~O~; HECKEO oY: AJH ATE: 8/13/04 "'t:. ~'':>~~:19/0S ISK NO: SSI8B SHEET ", ! >-< [, " '''' ". IS XZZGA STRAP '<II (ZO) Hi CiA STAPLES @EACHDID liZ' THROUGH CARRIAGE BllLT '<II ~UTS AND '<lASHERS @ 6' O.C. SHIM ANY VOIDS BEfORE BOLTING (uSE MIN Df (9) liZ' D!A THRU BOLTS) ISX22GASTRAP'J1 (20)16GASTAPLES@EACHEND HARRIAGE'JALL "- "- \ "- "- ./ /' ~-- To the best of my koo.Y!edge, belief and professional iudgl11€nt 1. This Fact.c;y r~'~Bftr[Jt:~vred Home (FMH) plan has 'frnt;1 ~ sv.q;tem e.st of F~jH plans DepRt'..i"P2nt of 8taffi r..'ir:n-llracturer's No, M0497 ., fEW not bS"'l modffled in f.lfIY man L-~;;j(; of tl1}s FMH pipJl has been ci;-janc:t::' ~~/fth tIii:; -20D2 "\'~':Ci "~i,, <~,,, ~~;->:n3~QY CCiis2rvation ConstnJctro.'1 Coda (332 ;;~u~;d1-ed M.E.C. chad<) MULTIPLE 2x fLDDR PERIMETER 112'THROUGHBOLT 'JI NUTS AND 'JASHERS !'6'O.c SHIH ANY VOWS BEfORE llllLTlN(j (USEMINOf('l)IIZ'D!ATHRUBll.TSl 16IlNAILT[{NAILED@6'O,C. I J / (J)(l.13l'xJI/4'NAIL MARRIAGElJALL~ ./ I (2l0.131'x3114'NAILS PLATETDSTUO 22 GASTEEL STRAP TDI.IALL STUll MODULE TO MODULE CONNECTIONS "- "- ./ /' ~-- , <( ~ 03 -~ a: W w e ::::2 a ~ <:( I_5 ....., ~a; I~ ~~~ <:( ~"'~ ~r . . ., ~.., ~ ~ 0>_"'''''' ., ..".., ~~7;~ :~;~ij :-~~;:~ -<>:----.., ",[:!~""it :::; <::~ o OJ -' >- co I ClUJ ---.J I- <( --.JI- <(W =0 00 1-= 0- OS <( A'NN Y: CDMP CH CK y. AJH DATE: 8/13/04 REVI ED: 7/19/05 ALE: N_T-S , K N SS18B SHEET < ~iJ >>-<< ,----------< ,-------":~ GENERAL NOTES: 1) 2) TYPICAL LUMBER TO BE USED FOR ALL MEMBERS - 2x6 SPF #2 (1) 26 go (or equal) W/(3) 7/16" CROWN, 2 1/2" LEG, 113" STAPLE EA. END OF EA @ EACH RIDGE BOARD TO RAFTER CONNECTION; RAFTER TO VALLEY PLATE; AND lOR KNEE-WALL TOP PLATE ANO RIDGE BOARD. STRAP (312 # UPliFT RESISTANCE LOAD) 8', 2x6 SPF#2 COllAR TIES SHIPPED LOOSE TO BE INSTALLED ON-SITE BY OTHERS IN THE UPPER 1/3 PORTION OF THE EYEBROW STRUCTURE. ONLY S/L COLlARl1ES FOR THE LARGE FRONT PANELS AS SHOWN ONLY ONE OF THE TWO DIMENSIONS MAY ~ BE UP TO 13'-9" MAX. WITH THE OTHER DIM. UP TO 11'-0" MAX. NOTE #2 SPF BLOCKING TO BE PRQVlDED IN ROOF UNDER VALLEY PLATES FASTEN PLATE TO ROOF WI 5/16" x 4" LAGS @ 10" O.C II' '6" 11'-6" EYEBROW To !he best of my knowledge, baffef and professional ludgment 1 ~Tio.:,..,Z7.,..,~.., ~!l,.... ..fL..,",..'. '" . "~~ r....;d..i1t1," ,~"i.,-11' .", "JtMl-,. "..,....",..,.,:";;> fl:7\:lHJ plan has t>~'; ,,~- / " "'-",, , ;;';~;::-'~<-~;-~I' ?~~' :~;r P:--~~~18ns I .'."1 c.~ State No. M0497 nG;: b-~n {IK~,dg]oo In any RJiirl1rfiiJ1- cd t(~i':j Ft,~i-1 o1:?n h~ OOP..-n '-'.::';n:? Corrstructioo COMP OWG: 13061707 Eyebrow Fastening ~ A ;fjIE;CA'S ~O~E E B~I~D~R A HENRY SL AVIS P.L.. i7721 (717) 753-.~,700 DWN.BY: RWB/GM DATE: 5/4/06 DESCRIPTION: \ 2 ;-1 " ~~--- ~.-- c,;-, .'~ . " ,~---_._._~-_._-- -~-----~---- - SHEET 19 DWG# (See above) ~-= ~ , " . . w " _ ll'i;;Q::'t"" ~ ~i~fri ~ lii~ ll( ~ II! 2 I I ~ fIll t! I~i u' E ~ .. ~ d~ n,l i ~I ~ Pig I If. ! ~a ~ z ..1 r l;f . iil III t I if ~ ~ &"!{I Pg ~ If I f i . ~ ~11' ~ iil ~ . S v.. i I I t, . r' . ~\J,~'~;~.::>'~:~~:-,,~, ~:' . C) I'l Z I'l .AJ :P I Z o ~ , [I, U) ,.1 ~ I \ !'I'i I '. : I Ii" il ll! ,.L.i!l !I II IIllll ~ ~ ,II ~ I ! fal! llil i! I! 11Il!l! 'I! i ~ Ill!!! I if! I, 1Ii!:::: I ~ ~ I ~J ~~ ~ w w w w I, . j .. I~ ; ~ ,I ,i t ~u~ ~ g :~ II ~ ~i J~ '1 i i i i III ~l i i i i i i ~J II *~ *! l~ ii if ~l ~ Ii, I II lilli. II 11I1I1lll' II !II! g, ;!l'I' J! Iillil ,m lll' I;Uli lUUHH~ ~ ~~ ~ !h U lHHU! ; f ~ ~ w ~I n l~ lH~ ~n .. - Ii Ii ii i i · ~ ; nl h. h IJ i q I i ~ ii UI 0" ~o II ~ ! ~ li ~ 0 ~i pi !! ~ 5 ~ I ~ ~ m ~filM ~ d ~J f! ~ I 2 i t5 ~;~ ~ 'I ~I J ~ ;0 0 j f It ~ ~ I I ~ :IIJ ~! ; ~ II il ~ ~ ~il ~ h 11 h i ~ " ~ .., ~ a~ I ~ ,I It J ~ g g en I~ - jI · - ! ~ S Cl ~01 g ~I jf I ~ I I 15 ~ n ! ~ 1".1 I ~ I" Z O1Cl '< Z Q f I ~ . i r- ' IZ I~ ,." Iz luJ I &IUIUlii&' RiChard $utta GeDeraJ CODtraetor, INe. LocalIon: VINffARD LANE CUTCHOGUE JIEW YORK 643$n."irtao.d POBox 2047 k"~NrU971 ~INYl1944 ~t/"~.1'.. Notes: No: I: By: C<i" ~~ . ..~.. BLASKO - GARAGE PLAN "*: (631)'765-4900 "..1)-_ .. ~" ~;t}~-:-..;" , -....' ,,~. .\ , '. -"'. .~. '"' -. .. " , , i l I . I L ~ CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS TOP PLATE WAlL STUD "~I RAFTER RIDGE NOTCHED RAFTER TYPICAl ROOF TO RAFT~R STRAPPING RIDGE TYPICAl RIDGf: BI;AM TO RAFTER STRAPPING RAFTER WAlL STUD TOP PlATE '. WOOD JOIST BlOCKING ~GlIlOER . WAU. STlIO 801TON PlATE .... TH1UIl OOUlllE JOIST , '. RAFTER 1ST. F1.0OR-UNOER-SlLL PLATE MSTA36 OR RS16-R z :s a.. UJ C> ~ <( C> , o ~ (J) :s en PROVIDE 112" SPACING BETWEEN THE END STUD AND THE 2 OTHER STUDS FOR AllOWING HOlDOOWN INSTAlLATION AI... TERNATfVE RAFTER TO WALL STUO CONM:CTlON Jourr ~RAMlNG OVF-R woon GIRnf:R WOOD JOIST GIROERIHEAOER WOOD JOIST JOtST FRAUtNG FLUSH WITH GIRDFRlHEAOER WAll STUD IlOTTOM PlATE sue FLOOR DOUBlE JOIST ~.Jt"llQT FOR lNlP.'R A~nmJA nt'.lIIlA.I E Jl)Lqr FqR ~.ARNl VIM.I t ~ SIDEWAlL USE T"HE FOlLOV'tVIO OR APPftOVED IISP YETAt CONNECTORS FOR PROPER WIND RESlSTAHT CONSTRUCTION. FOllOW MANUfACTlJRE'S RECOMENOED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPlIFT LOA.D CAPACITY. ANCHOR BOLT CONNECTION T10H CONNECT CORNER STUD TO TRANSFER SHEAR FASTEN WITH (2) 16<1 COMMON NAn.S @6" D.C. NCHOR8OI.T COtMG'fQt II.l Tl10llCllIrIMnDH w.. NK:HOA MI." lIT"'" 12'OC KLfIilA?llOJlCUeAlOiI 2rnllOl11 3I"oe !roe NDWALL lOT'fOtII....l'IlO~fION t..z I'T<NI USE WITH 3x3 SQUARE WASHERS (USP l_ OR 8P5831 SHEAR WALL CORNER CONNECTION 2ND. FLOOR WALL STUD ;,; ., i= KING STUDS ~ ... Q - CoI all all == u = all Q ooU -c- ... all all ... -= ~ .~ ~ =:~ 2ND. FLOOR PLATE SUBFLooR RIM BOARD CRIPPLE STUD HEADER 1ST. FLOOR TOP PLATES 1ST. FLOOR WAlL STUO 1ST. flOOR PlATE SUBFLOOR RIM BOARD DOUBLE SILl. PLATE FOUNOA TION WALL JACK STUDS 1ST FLOOR WALL STUD TYPICAL HEADER CONNECTION TYPICAL MUL TJ.STORY CONNECTIONS SIlL GASKET A TERMm! SHEILD DBL. SIU PLATES (TO OVERLAP JOINTS) FOUNDATION WAlL 1 Sf Fl OOR Tn FOUNOATfON CONtECTtONS ~ a:: o >- ;: W Z W ::J " o I () I- ::J () W z :5 o a:: ~ w Z > lL ., o~~ Z__ i g> > 'ift ~ ~ Q. C <( i:: o :;:: 8 ...J in '" '0 z . en ~ 0 l!:= ;.. (!) " (J w Z . >. ::> :!: ., ~ m '" i ili ~ !!' 0; c c :;r: '" .... 3- ~~ S I:: ~'" ~l ,.g: on" -0 on ....-0 ~.... - ;:::;::: ] ~ -OM - ~~ - ~~ J x '" lL ~j '" u ~ ! ... , . " en r 9 J'1 7() r J) -z.. . N ,. ..l> . I t I ! ! !.D 1'- !q ! ; I , / I , f\) " i ~ I I I !.1l , . ,. '0 I : 1 I 1 I I I ..,.:. - .(" l>> ," . . . -------_..-- ...._- '--""'-"-1---"-'-'-r T-....-...............--. , . I I ; . i I ' 1 - - -~ &!rl~' - - - m~ ,- t-- - -;- L -----tfL1.J II I ~ ! . '" . I~f 10 " --__ --I : I 2 ',1.1'4.," N , ~ ~ 1; ffi i ~ . , . ~\ w' ,11 L^ M ;/ ~~ ge rr ,j) ii 1'1 .~ ~. ...,<'",,?- " ~ -- , <' : (' <---p '" itl'- . ~ "-Co "-----'. ,- . ,~) Ct'/--., VI <-':- ~ - r t- . I, ~ i i ~ ". ~ I ~ ~~ :::s. I c-~ I ~ II r I I : ! i II I I I! II I .'""".,~_. ---_._....~,,_._---, .-.~~-- 0.1 f1J t:t. -< S? (1.., tG'!'J - 00.... rtt:r: C1 - /Jl iii -/1/1 '71-0 . of o;J "III . , . .....~ ~:Coatra.dor, INC. ..,.,MlMItlllllI 1'0 lox 2047 S(~n~Il"1 ~1'WDdNY.'" .- TIlIit: ..~(611)~ . ".0" \~'..(ifiJlI_i',.. o' :'.:,>.'"c~,~;';~'_Ct'-; " " ',-", ;1()f1'if~ ~~1'-.(~ .;j t. '"f1 - . .) ~-I ~ ~ J. -C (: I/' ~J>-i .."p,.. III - 1fI lI'I 17 . BlASKO. GARAGEPl.AN LocIIh,ft; VIHEV_... ~ Ni:W.YORK sc.II: 114" . 1'8- NoiiI: '~'JJ: cGtM ,~JO....8V: S ., .".,,,.~.f,t;~~;"'... '."""'*"':i!,~~".,.'!!>l;4Z""Y~Z'i\l'~*,,'%""~"'i~,"", "'f.~~t""~""~~1~.",>. '''W' ~'''l;;'t,'~~~~' :-v ~..c ,... Z "1" ..,.. fO! -0 :p o)l' - .. r ""1 .." r "T""- " '1> -~ t OIJl X - 1<1 m :r ....m -<:-Q )> -- <"f"'I -; "Z: '1. ~ :p !f -Cgt '1'1 t>l ') ;j 1<1 ":It:? ?, .", "., '" V' m Z. i<' '(-"/"":--~:,1' , . ,. i(f) I~ H. i- I~ , I /j\ ~ i i~ '\ l'" .'/'\ ~{l / / ~ S /1 ~ ,,/:1 ~g 1 ~ 0 ~~ !I~ ~ -1 ~t S' v I, ~""-; lIIi~ ..> I'~ T-. I -~Ii: ~:r "I . II ' c r-li; .0 l' 0'" " L , ~ II 0 iF !1 v> i j i~ I I~ f L Iq, , . I !" N :~ I r! ~r ;() 1- ;.,' ~f ~ I I u :~ ! '" :If . '-I I I ~~ ~ ' I ~ ~ 1- .1 "f~ '6" i~ -5' I~ II 0 ~ " j"\ Ci m fI I I I , 1 j , ~ "I!~ I _ l1lIe: lticlaard Saetta General Contnctor, INC. l.OcIlIo.-,; VlNiYARD~ Ct1rCMOGUE NEW YORK 64,n MIiB RaId PO Bolt 2047 ~plydd l'fY 11971 o.~t NY 11944 8c11e: 1U' -1' 0" P\IIDe: (631) 76'-4_ Pax: (631) 76'-"999 .~8Y: ~ 0lIIIIt; .... -..J I\, V~' ...c- ' ~'f ~~ ('-I \ \, , \ / / - -, ;Kl E r<f '" r-, ~. '" o. r rJ If< m 8LASt(O . GARAGE PlAN "~".n...~,~,~ ""Jl""J:-.".,~.."-;~~-~" ,...."..~ "::-.~;.:r:~:;r:""';:-"'i .~}~ :~".~: 'j , -~!:~'- :'~'f~ :~;-< ~\r~-;.~~:~_~~~j~ ~l.::;;t.~-~F:r . . ~':~-."~ '<""""~-~r " ~ "-''''''''''''~<''',"&''' "~"'''''''''~t.......r"'' . ...""...... ..~-.. ....~,.~. "':..6,,;;.~-';lo."--f''':fi'~,';' )~.r,~:.<_.~f'5r".:J~, ',!,!fJi;'~'" ,-::,~,,,-,,,,",,~,.),;..-,,, '~?~\"'~~t-g;~~~~:f'j~ ~ " '.';; "n_;~:fC "<'.", "....,~,::. .:.::X~;t.ir'~<(>4 , ,-:','., II . ~. m i m <. I~ '- iO IL- , IH ;1- 1 .. I I I ' !: ! I : I i! , , j :: l. i. . "Ii 1;11 ;'11 ~d r .. +_nn___ . i I ,. . i ~ - - \ J\\ " .. \ \. i :.. ~... ._-~- -:.., J ...- ......J. '. iI 11 'I ii: I ',:. I' 'I' 'I' . . . I, " .ii. I 1'1 I 'l I [if I i I III i dJ .. .. ~-::....=.. '_J /; I , , // , " / / .. / j .. i , (i , ./ J Richard Saetta General Contractor, INC. Title: BLASKO - GARAGE PLAN Location: VINEYARD LANE CUTCHOGUE NEW YORK 643$5 Main lllIId PO Box 2047 SoulhoId NY 11971 Gr=IpOrt NY 11944 Scale: 1/4" . l' 0" Noles: Pboae: (631) 765-4900 Fax: (631) 76S-4999 ~ By: CGlRS Date: JUNE:!llOll . . .' ... Iff! ,r i(71 ,< .~ ,.- 'e o .~ (~~ . ~. .,or ,--- ;;.'$ [T- VINEYARD LANE CUTCHOGUE NEW YORK ~7(o ~- -I I-J I: 1 I I I ; I I t---- I l- f- I I ! I I -1- I - -- , I I, , , i! J , ! I , ! . I i ; 1 : . I . I . ' r - L ----------r L- Richard Saetta General Contractor, 1Ne. Title: Location: 64355 Main Road PO Box 2047 Southold NY 11971 Greenport NY 11944 Scale: 1/4' = l' 0' Phone: (631) 765-4900 F3J<: (631) 765-4999 Drawn By: CGIRS Date: JUNE 2006 BLASKO - GARAGE PLAN Notes: Approved By: JF 'l):;:' '. ," "7t", '..... .