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HomeMy WebLinkAbout23838-z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No Z-24835 Date JANUARY 10, 1997 THIS CERTIFIES that the building ADDITION Location of Property 1825 DEEP HOLE DIRVE MATTITUCK, N.Y. House No. Street Hamlet County Tax Map No. 1000 Section 115 Block 14 Lot 18 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 15, 1996 pursuant to which Building Permit No. 23838-Z dated DECEMBER 4, 1996 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 CARPORT ADDITION TO EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to MICHAEL & CONCETTA VIVIANI (owners) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A UNDERWRITERS CERTIFICATE NO. N/A PLUMBERS CERTIFICATION DATED N/A Buil Ing Inspector Rev. 1/81 FORK NO. 9 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) N? 23838 Z Date .............P(,a�....1................... Permission is hereby granted ................... ......ra ..fr. e ow ............ .......... to eq . ........ ......... .......... ... ....... ..... .. ... . ..... . ... ..... .. .. ........................ atpremises located at .............. . . ..... .... .................................................. ......................................................................... .. . . ............... ...................9.............................. ................................................................................................................................................................. County Tax Map No. 1000 Section .......//�..... Block ......41.......... Lot No. -../.z.F.......... pursuant to application dated ..................... .......... 19.f4, and approved by the Building Inspector. 491e, Fee $...... ...... ... ................... ng to''r Building Rev. 6/30/80 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR.CERTIFICATE OF OCCUPANCY A. This application must be filled in by typewriter OR ink and submitted to the building inspector with the following: for new building or new use: 1. Final survey of -property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form) . 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for .the building. 6. Submit Planning Board Approval of completed site plan requirements. B-. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and '-'pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and ` unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00,,Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00. Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Buildi.ns - $100.00 3. Copy of Certificate of Occupancy - .25q; 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 / Date . . . . . . . . . . . . . . . . . . . . . . . . . . New Construction. . !/. . . . . ./. /Old Or Pr -existing Bui ding. . . . . . . . . . . . . . . Location of Property. . . .C. . . . . . e2,r� . . . ... . . . . ... . . . . . . . . . . . . . . . . . House No. y Street Hamlet Onwer or Owners of Property. .CJ.� ��/...�.. . . . . . . . . . . . . . . . . County Tax Map No 1000, Section. . . &,,�. . . . . .Block. . .!. . . . . . . . .Lot. . .` . . . . . . . . . . . . . . . Subdivision. . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . .Filed Map. . . . . . . . . . . .Lot. . . . . . . . . . . . . . . . . . . . . . Permit No. . Date Of Permit. . .Applicant. . . . . . . . . . . . . . . . . . . . . . . . . . . . . Health Dept. Approval.. . ... . . . . . . . . . . . . . . . . . . .Underwriters Approval. . . . . . . . . . . . . . . . . . . . . . . . . Planning Board Approval. . . . . . . . . .. . . .. . . . . . . . . . // Request for: Temporary Certificate. . . . . . .. . . . Final Certicate. . `� . . . . . . Fee Submitted: $. . . . . . ..J "./. . . . . . . . . . . . . . �. . . . . . .�. . ,, ..._,,•. . . . . . . . . . . . . . J J 1 APPLICANT r full 1wrolt.t. 1)ATV Itj 1;tj j 1: Q10 FOI IIDATI ON F-000DATION ti 1)'I FRAHR I Off ti. y IA COM." AL -------------- ------ ADDI-TIOUAL " ISUl11tl) llh Ills)\I,'lll . . . . . . . . . . . . . . . ORM OF PLANS . . . . . . . . . . . . . . . l' TOWN OF SOUTHOLD SURVEY BUILDING DEPARTMENT CIIECR TOWN IiAl.L SEPTIC TORlt SOUTHOLD, N.Y. 11971 TEL: 765-1802 NOTIP _ / I 9'/ Q� !�� -7 19.rC ,4,Q`'�Q MAIL TO11: . 03 . . . . . . . . 190 Permi t Nu - V � ,2 e e t10&e R �• � L_ 1 . f ........................................... --_. ..... ... ....................... ( lil.c.l.ing l.nSpector) APP.. CATION FOR RUJiMING PI111MIT Date. . . . . . . . . . . . . . . . . 19. . . . INSTRUCTIONS a. 'illis appl.icatiorl mist be conq)letely .filled in by tyM,7riter or in ink atxl sthnitted to the ikrilding lnspet-Lor wi' 3 sets of plans, accurate plot loan to scale. lee according to schedule. h. Plot plan slxVing location of lot- aril of: 1xri.ldinps on prelrii.ses, relationship to adjoining premises or lxibl is sl.reets or areas, aril giving a detailed descr.iptiotl of: layout of in.operty must be chasm on the diagram which is i).art of: this application. c. The work covered by this application rtiry riot be corral-aced before isstkance of Building Permit. d. UIX)n approval, of this application, the Mji-lding Inspector bill issue a iuilding Permit to the apiil.icant. Such ixtrmil: shall 1>r kept cxl l.11e pr(+ni^.es available for inspecticm I.hrcxtglxxrt the wc7rk. e. No buil.dilll; shall. be occupied or used in wlrol.e or .in part for arty 1xrrix-ise whatever until. a Certificate of tkx71pr1rx-y ;ball. have been grarlte(I by the Rlilding inspector. APPiACATi.ON 1.S 11EM,-11iY MADE to the iArilding Department for the issuance of a Wilding Permit pursuant to the iUilding 7.(xte Ordinance of the Texan of Sout-bold, Suffolk County, Neta York, aril other applicable laws, Ordinances or Regu atirnls, for the corstnrction of: lxlil.dirlgs, a(klitiotls or alterations, or for rxinoval or dcmolition, as herein (k,scrilxxl. •Ille applicant agrees to comply with all, aplilicnbl.e laws, Ordinances, lxailding code, liousing c(x.le, mxl reg(dat.ions, atxl to admit atrtlx)rizecl inspectors Ott premises aril in lx)ildi.ng .for tlecessary inspectitxls. m ..�............ (Si.grlature of applicant, or M><ar»e, if a corlx)r'ation) •.................................................. (Mlil.ing address of alrpticant) State whether applicant is owtler, lessee, agent, architect, engitieer, general, contractor, electrician, plurtixtr or Ixii l(ler R .. of owner of:._premi.ses (as on the tax roll or latest deed) If applicant is a corporation, signature of: dnl.y mrtll(7ri7.ec1 officer, ......................................................... (Natte arxl title of corporate officer) lhrilders license No. _____________ Phytbers license No. ....r—............... El.ectrici.aus i.,icense No. ............... Oiler Trade's license No. .................. I. Loca t i(xi of 1.arxl on wl l i ch ln-oposed work w.i 1.1 be d(me.............................................................. ' .! -r.. .. ? .l!��-.I— ..................... ........................•................_... ikx)se Nadler Street hamlet Qxlnty Tax Kip No. IWO Sect i(xl ✓..._...._ RI Ock ...1........... i,ot ... ......... Sulxlivisiorl ...................................... ril-ed K)p No. ............... lot ............... (N.IM) 2. State existing use arxl occulwoicy of premises aril interxle(1 use aril occuiioy of proposed corlstructi(m: a. fixistirlg nse aril occt,l>�r,cy R 0�:� .,��1�9c!!d,,? f� P�C'»v, .�w uia!� ................... 1). l.rlt.erxk-d use and occupancy .......................•--_..............................................•••- 1- R-ilore of: ijoik (check %Addk alj)licahle): R_%j Mildiol. ...... .... . Aiklit.ioci 3(...... AlteraLion ........ .. Rolla i I. ............ ltawyval .......... ... Dam]i L i ol I ............ Other 4A)11(. ........ ............. .... ...... (Duw r I lit i on) 4. E'st.hilated ................ fee. ....... ....................................... (1-o lx> liaid on filing I'llis application) 5. If: A-m I I ing, nksiber of tk4e I I ing, units ............ Umber Of: (Axel I i ng old vs oo eadi floor .......... ... ... II garage, otsiber of caru ..................... .............. ... fr. If liusinesis, ecimiercial or mixed ot:voliancy, specify nature and extent: of each Lype of use......... . .. ....... ... I Dilliunnionu of: existing sk.rXICUIres, if any: Front.. .............. Rear .............. . Depth ......... ........ I k-,i L-j i L . ........................ Umber of Stories .. .................... Dinensicins of serge structure witili alterations or uklicions; Front ..... .......... .Rear ............... I)CIA ik ........ ............ IleijJkL ................ .... Uxiber of Stories ...........:'"' 8. DilWilSions (if: entire new UXISMICOW: lei-oot: ................ Rear .... ... . ........ I)e-111.11 ... ... ........ lktij;llt. ......................... 1411her of Stories . ................. ... 9- Size of lot.. Front: ..................... Rear ..... ............... DL-ptij .... ........... ..... 10. Dale of hirchant. ..................... lialle of Forlier Owner ..... .. . .. . ........ .................... . 11. Mile or use district in diidi pranises are sittilated .................................. .. .................. ..... . .. 12. proposed consirtictioil Violate any Zoning law, ordinaiwe or- regulat:ion; . .. .... ................. I'l. Will lot: be regrLkled .................... Will Lice.eas fill, lie rainved Froari prciaises; YES NO M. Wiles of Owner Of preldipas ........................... &klrelis ........... ................. ... I'llone. No. ....... ... .... Millie of Architect ............... ................. .. .. tv'kiress ... . ..... . ... ................. Phone No. ..... . . .. ..... M-giva of: Uxltrilcl'or ................. .................. Aikiress .. .............. ...............Mom-, No. . ...... .. ..... 15. Is this jlrolwrLy Within 300 feet of a tidal wetland"? * YES .......... NO .... ...... *IF YE-S, SXMIKID UAM 'IMMIUS VE-IMIT my Iv. lopild.m. PLOT DIAGRAM Locate clearly and distinctly all Wildings, tAiet-her existing or proposed, ajul indicate all. set-back dimensions h-oiki prolx!rly lines. Give sLreeC aril block wid)er or ("cription according to deed,,aid sliCA4 street wines and intlicaue %viiether interior or corner lot. SS Q X IN lY (X ........ .. ... . vf vj.q�.I........-.1wing, duly -m aixI a)rn, delioses ays tliat he is llu appl i Nzw of 11x lviI llil[ SIg1k 11 '_ont.rac0 -diove lulilled, lk! i..; 111L. ....... ......................... ....................... .......... ...... ............................ (Contractor, corliorave officer, et.c.) of: said owiwr or owners, awl is duly aut.horiZed to lX!rfonii or have performed the said work aikl to sigike jilki file 111ha -il)l)l ic.aLion; t.hat! all. sLatierients contained in this ilplflicaLion are Llue to the lient: of hi.--, IoK)wIe(Ij),e that. the work will be perl'ontled in de iranne sec ec I.:Or(h in Lhe appl.icaliion filed therewidi. to c .. .... .. .... -ly Of ........ 11, . 19 ...q .. tJ(►t my Pldrl is ... .. ............ ............................... CLAIRE L.GLEW (Signature of: Applicant.) . Notary Public,State of Now York No.4879505 Qualified in Suffolk County Commission Expires December 8, 4. F. Z^L E--S�t i f 31 m Q N•5"9���'�1O'� -a IS r Q 1 o 4-9 r h O F. ZALE5K/ MAP OF PROPERry EDWARD F. if' BESSIE GRADY A MAT T I TUCK N,Y, • Coplesolthlt Y,} _-..1rS,L21., the land au YID W nBYo�11 hksd smslof '•'�r�.i-cc�tt amooa.odssel.hsln�h.oOMfds�p . to be a valid trw copy , ' tih:santeos Indicated haraon "f H/ a; Isp tp�reaenhe donhibehalfttoft COUNT—Y T 17"j.,5 GUNfRANT'i-' ANID 1190 company.©ovemmerttal egescyyyr landing insti;u;ion listed hereoneud .,W0/ZTGAC-4 fr a+AS -5LIP,t0Eyr�''D 442!,e 6,1-Y 6�d tothocssiPaoscl the lending an fora O! 7� W- VAN TLl Ye soN SC A L.L � � tuticn.Cuaran.acs are not tronsfwgplo ! P-- �l �� r " toaddi;idnal inslilulionsorsubsoquq,j �l�.t;_�^-�—_— _..._.._..ram___••_---�:..-•�--^' ........_...._._V._-.........._a.. ,. ...e ............ ........._..._.. ...... .i- .....,........_... '.i.s.. -,...r._.. �b..._.....-'-"....._..._y .1 _ f TIMOTHY D. EDDINS P.E. ALABAMA #5121 TIMOTHY D. EDDINS P.E. ALABAMA #5121 ^'ATt�S IN THIS MANUAL ARE PREDICATED ON THE EXCLUSIVE [Slb7d~�ti LYtdYa ❑, TldEDT P.E. ` JERIALS SUPPLIED BY MASON CORPORATION, THE INTER- r ! °-NG OF SIMILAR PARTS BY OTHER. SUPPLIERS CAN EASILY R`N- ? �� 7 •LICABLE THE COMPUTATIONS USED TO GENERATE THE TA13— � ' Flo. STZT 1 P.t3IZONA 18487 1985 USE OF THE THE INTERACTION: AT UIIINTS EACH CDmP=!NE'�T CXLIFOARKANS W 375 1986 S F[GEs$IL� j. t HOSE ATTACHED. SUBSTITUTION OFA DIFFERENT r S-!- r-DR A `) ' = CALIF URhiIA 37530 i983 c ` ��� COLORADEI 24644 1996 j 1-E CANCHANGE THE ALLO'.dA9LE SPAN ON THE MASON FSNEL. �3fl`.��; t.r,•�O i CC3NNEGTICUT 14804 1987 C T;UT-.4 OF A COLUMN CAN RADICALLY CHANGE THE ALLtiidABLE t - -t�9 DELEWARE 7353 1997 DR FASCIA SPAN. �' ILLINOIS 62-024 996 1965 LOAD CHARTS CONTAINED IN THIS MANUAL, MASON ENGI11 ERING SPECIFICATI✓NS 9b...... •` IPFDIANA 16069 1975 "}COMPUTED BY TibtOTHY 0. EDDINS P.E., THEN CHECKED AND AP?R'VD. BY L.O. TWEDT 1DVA 8648 1978 RICKARD G. WATTS JR. P.E- KAtNSAS 7526 1977 KENTUCKY 12056 1980 MARYLAND 14915 1986 j .I MASSACHLKE:TTS 32994 1987 M?r:;tGtyN P-5080 1S77 MINNESOTA 16323 1983 MISS3URI 2064 1983 NEBRASKA E5651 1983 1 _ RICHA,RD G. :.'ATTS tP E. NEVADA 7357 1986 ' T XA:� NE`.: HAMPSHIRE 6712 1987 NEw JERSEY 31728 1986 '`+}EDT P�, LKLnHn"dn 8V8 NEV YORK v63611 1987 NORTH CAROLINA 11830 1984 Ohio E50669 1986 OREGON 13389 1586 � PENIISYLVANIA 35547E 1586 OF ��a SOJTH CAROLINA 9909 1984 SOUTH DAKOTA 3885 1993 1 996 Aw 4y rli VIRGiNIA 017365 1987 1 •�� ' _ St =. .4 � WISCONSiN E17 259 1977 _- "`"R�ICHAAD C�.WA`CT'S.JR, r �ogCFE SSA{• � ,LBrRTA cCANADA) 5131 1983 �'"•\`7 ON +Cr.', f V` ;.RI..EE!,T'.oJ a.-: 4 FZi� f7r�t:_. u. VAT 1 P.E. 4�Q5���,,' �� — kYr'.TTS, !R. c$ TEXAS #2�6891 � i,a is as 0 OKLAHDP9A #8087 N CORPORATION yY_4 AM Sd^�H R4uv$ L'$BS:i,Ti$Ls77 r1S, KD:gR v% ELI � CI_'F. K'i0%S.'7.-$ R 'LM7U .. . - i s r MAXIMUM GUTTER SPANS (BET1',/EEN COLUMNS) AND OVERHANGS � r � r r-ri C) PANEL MAXIMUM FASCIA GUTTER SPANS z3 MATE RIAL SPAN U'E LuAn 20 PSF v-rm v- 80 MPH UVE LoAD 30 PSF vm vet, 100 MPH LrVE trap 40 PSF vw vE =, SIMPLE DR DOUBLE J � 120 MPH , MULTIPLE SPANS SIMPLE ❑R D❑UBLE, MULTIPLE SPANS SIMPLE DR DOUBLE SPAN SPANMULTIPLE SPANSSA C TYPE I AND II ) (TYPE III, IV, & V) ( TYPE I AND II X(TYPE III, IV, & V) { TYPE MULTIPLE II ) (TYPE III, IV, & V' 1 i 7'-9' d g•_7. 6'-8' �, . �� . 2 3l4 X 6 70_3. '- ' 6'-4' ROLL FORMED 10'-0' 6'-S' 9'-5` 6'-11' S 050 3005 ALUMIFJUM 7'9' 8`-7' S rn ] ' - �6`-`1' ' 5'-5' 6'-1' 1 ,050 16'-W 6'-J3' _ 4'-9' 18'-0' 6'4' 7'-0' S'-2` ; '_ • - 4._5. 91-0' C= ' 10—0 13'-7' m F= $78 EXTRUMD ALIfM. 13'-0' 14'-0' 10'-9 12`-01r_ 7 7 8'-6' F. 21'-4' 1 +9`-5' 15'-1' 15-5' a 14'-3' 21-4 15'-?' _ f 17'-5' 13'-6' — 15,_10 i `100 EXTRUDED ALUM. 12r-C' 17`5' - 1 - ---= _ �4r-3' 13'-9' y - f - I 10'-Y CANTILEVER = 25% OF FASCIA SPAN OR ,-0', WHICHEVER IS LEAST - 'D OF ATTACHMENT LENGTH TO PROJECTION IS LESS THAN ld THE Uhti"' I _L ED AS A FREE STANDING UNIT, OTHERWISE SPECIAL ENGINEERING-WILL w LTI ,.. 11 rY. r !dASASON CORPORATION e B1RbiMYGHAbI, BATOPt ROUGE CHARLOTTE, DALI.AS, RD?SOIv, Ki;PrTSAS Clfiti; KNOX;fiIE, R4LF'iIG - ------ -73 --- �__ JAN, 1996 IT, — IF: MAX. BEAM SPANS FOR TYPES IV, AND V LrlE. LDPM 20 PSF NPH S STEEL BEAM ALUMINUM BEAMS STEEL 8 3 1/2 X 4 X 12 2 1/�X 4 a 1/2 X 6% 2 1/2 Y. 3 4 C 4 CA.) CIE C.'.) CA-, X 3 X-- U8 X 4 X w GOO 6�.Cl-TG 3 x w (14 GA.) ,.'2 ,D5-T6 G063--E5 6061-76 6063-Tt 00 K743 330 K7 K726 K750 K700 K746 P329 P378 P P205 P2 3 U� L4;- a9l- 14`1 -2-—_7' 121 11-21 7' .6. U. f i J.f dy�l P�75 9;_e' b ';7'-7- 10' 2 32 17' U, L!_L_ 101-11 1 — 1: . _U U _._2� j- lb- �1 �1 51,- 24'-7' i 8'-5' 4 ; '7' — . --iol gg 91 le—jol 1 7'-1 Of I . -5' 9'-5'-7 --2, i 15, _1T 77 7 -7' T4 -e 19" 7' 15' VaH 0 , 1 LrVE Lawn 30 -:t, 15'-1 24, ... 7f- 10'-o 1 15'- is— I 17'-5' 1 1- •w - t ��41 q�? ajj�t 6 -5' 6'-b' 7 7' 7'---' I P'-7' : ::E _4 12-2, 3, 61-91 5' 9' 71- 4'-4' 7# -7' =5`10 =:t i- 120 LIVE LQAr 40 PSF _L3L-?L 1), ------�T_e� -5' -0 7'-11 c Z 17 3=:5 16, —------- 7' __JL Ib -IL� 13' 61 5, 61--, 4`9' 6 ,,'-7' L 5, 9'- 2' T_4 12 - _ g n: c= P279 OVERHEAD SUPPORT z cn. - #P274 VALL BRACKET 6061-T6 EXTR. AL. t Li r i t: 1/8X2X2tM-T6 /3/BX3112 HEX. HL. EXT3 ALU: TtfBING ASTH AW BOLT l t i PLATED I ;; a / G 3/E X 3 1/2 ii-EX H3. /i /p AST@j A3D7,BOLT VDO `L- 8O AIPH 1 PLATE:; , V274 VALL ERACKET—, Tt SPACING #P4Ce, ki4 X. 3i4 TEX S RtJS ,y 6Q6S-T6 E%TR, AL. - f �t12 REQUIRED !,aY--� VM VEL. iC.� NCH SPAC;P3G ! teNi EXX 2 S c 6^_61-T5 E%Tie Ft.tls+. T1:3:?Ju V EL, Z r 0 M I ' i YJ1 T, SPA_Ncl a-l':' 1 Y 6 ..EX 1•'.P-'i S, :i-TS A.: .-;..•r.RZ t _C� "STANCE F St{OJLD N1 i EXCEED S' LO?,7S - . ••iA!r_'ES --=i N TN T-ES T-t ES A4E FOR 111i i !1: FAS:in.A.`:r, �F,NL .. - - E - n! -- _ T - E: J^ _ ,L�_tiT'L Sl' ._.. SJ __ C1EGnED. _. ..LL ram_�S ,_ 3_- _. a .. .*OVr S' o :?RT KIT SPACING :J L'F1S Cf! - ,3 DEGREE -FE iE�:SIGN C�MPRES.> C'N STRU?S. IF a�7GLE `.VA{H - CUNSI', FACTORY EO:R ENGINEERING D=T:; ION ; . n - -DUG%--, C ALRI TiE. D.All ED.iS3N. ti K9_ks +'_;.. kyG_"c-7L F, ------------------------- ------ ---------- - TYPE I R �}( TYPE II TYPE III TYPE Lk v ?G SSPANM E SPAN ROOF PECK, DpU9LE SPAY RdpF :7EC�;, H'ii�'.0 E SP�.,yS ROOF DECtL SRvGLf SPt,N u FREE STat iNG OR ATTACHED FREE STANDING' ❑R ATTACHED FREE 'TANDING nR ATTACHED ,, vIYH SINGLE ❑'v'EFiiArvt' i ATTACHED OR LALL ATTACHE„ ❑rCtYy ATTACHED OR , „ I COLUMN SIDE ATTAC. -S OR �CP,L(iNty SIDE COLU!tN •nc j Ij � = tS11 11 , � iTr ► j � ; � ( j � j � ;�T�' ; k; ll ! 'I'+4iL L: 1i s L i TI = ILL`ISTR=_TlEINS SHOWN A3u-VE ARE OF THE FIVE BASIS TYPE .I'!I T S REFERRED TO IN TH S MAt;i1AL t i ! _ DEFINITIIIN OF TERMS i h 7� _ _ _ IT IS OF VERY GREAT IMPORTANCE TO TH£ DEAIz` f! r1•�'i t L� �— �y j t' �J;y E p+1 i J TABLE HIS INSTALLATION CREWMEN TO UNDERSTAND 7HF `—' USED AS A,BASIS FOR THE LOAD AND SPAN CHAZ- --I- IFT BY (E,{IT Y. 0,• j - - Pfi.:*�DS OF rJPL 7 ❑r Ls1 K.r,G ?IAfaES. VIND VELOCITY ; TYPES L M l:,r & IV I TYPES L IL III, V It LIVE LOADt eC MPH , (ATTACF ) ( FREff-,'AINMD�INGGG ) THE VERTICAL LIIWNWARD LpHD SUPERIM.P%SEI25 PSF rfiiRMAL CpNSTRUGTIOPF LOADS THAT AREIi0 MPH ' 35 PSF p ESSED IN POUNDS PER SQUARE FOOT CP,",F,. l24 tiP}{ j 33 PSF 30 PSF 2r SPr-.Ni tZTEr SPAN IS THE TERM USED T13 INDICATE THE ' ` k MEMBER SUCH AS A PAr4EL, FASCIA, OR L FOR 80 Mf'N WINDLOADS, USE 20 PSF PANEL LDAD TABLE CE24TER TO CENTER OF SUPPORTS, { I 3e PRDJECIIUi'gs 21 FOR i60 nPh, WI3db LII:i'JS, USE 30 PSF PANEL L1J�=D TABLE Fg_p!£CTIpN IS THE TERi�USED Tp IN:3. 3: I 31 FOR 120 MPH VIND LOADS, USE40 PSF PANE LOAD TABLE TH` SNIT IN'` THE DIRELTIDFa Ire WHICH 'i: L—_ a 1 41 OVERHANGi OVERHANG IS THE UNSUPPORTED PORTION' !tF BEANS WHICH IS OUTSIDE THE CDLUMN SLm;3 KASON COBPORA'I7I0N 9 as sr sacs = r-s ID I Doti, SkpEis Cmy F�OA-MAZ 2ALME i _ ----I r GENERAL POST LOAD i1vG TABLE E �T �� L❑ HD ( AFL FCC POS I AND, C�L< .� POST HEIGHTS I sCRn L WALL ATTACHEDFREE STANDING #P30Q i;&oa, s-�• COLUMN DESCRIPTION -- �,- t2,-e' I 1 9'-0' I 9'-0` #P30Q :OCQ i - S- V' Q I I p32 r XTR. ALt1N� POST, 3' ;{ 3' :f .125', oa-,1-TE :0,9; 9,671 - 7 024!4:878 #=27? .��G '- y i ~` f P378 EXTR. ALUt1. POST, 3' X 3' X A78, 6Do3-TC- ! 7183 15,675 3,i92 j 1,676 1,4=% ii4S o , ,cam—I•, �35 16,267 4,952 4,011 12 785 °p. I P330 EXTR. ALUM. POST, 4' X 4` X .125, 6i�of-T6 24,32. ,21.2�. i7,h6 ,u,� ! P335 STEEL POST, 2' X 2- X.06E (16 GA.) 3,0-5 3,0=r5 3,v4S �C,_55 1 ` 4584 P363 S7EEL PDS7, 3' X 31" X .067 C14 GA: 5,573 5,373 5,573 15,573 i !! 5,5. E - 7 i2,4Y87 + 1z,- !f dg7 ' 12,487 12,4 7 :2,457 3,721 ' P359 STEEL POST, 4' X 4 X 12� � 11 G�.. ) { 12,48 87 2, � i f'3': FLUTED !.; 3 X 3 ,07B, 6C63-T6 7,'83 5,575 ' 4,557-_�3_S2 1 7 1,4'?g _i�•=4y� i H P -2,477 1 2,389 1,924 ! 130' _ - 3?g.040` P.F ALUM 2 3/4 S�. _ E-- • : P238 R,F .035' STEEL -2 3/4 SQ. ASTM-A446 15,122 1 13,7441 12,203;8,833 24 ! ?,153 . 1.7 .4 i .2Y 00 EXTR AL'"JIM FLAT SCR COL 1 1/2 X 11/Z i -7 r + ! f 1 -P332 R.F. ALUM, FLAT SCROLL CBL ? 1/2 X 1 1/2 l 1306 j 1,120 S34 606 L— 1 I It I_ i NOTES .+D priD LI'vE LGAD)WHICN CAN BL SUPPORTED I;AS�D 0117HE i C j ll TABLES ABOVE GIVE MAXIMUM '157AL LEAD (DEAD LC'. I � li € FOLLOW CON�l T IOPtST T �Y aP-ci WITHOUT ECCENTRICITY q i' l At AXIAL. LOADS ARE ESL ALLYDIS,RIBUTEF AND .. cA. is B: POST BRACKETS ARE PROPERLY INSTAL L cB ; !� E C, FOUNDATIOrdS SHALL MEET LOCAL SOIL CDNDITIONS AND PRO'JIDE STABILITY IN FREE STANDING UNITS _ DI WIND SPEEDS DO Fii]T EXCEED 90 riPH.t FORfT�.-'.,IND COND1 TIGiJS Cv.ITAC? MASON CORPORATION ) - ?T THE POST HEIGHTS SHOL�Pi IN THE TABLE: A$OVERr FER TO UNBRACEDL;IdGTHS Or THE POST, FOR EXA1�> L£, IF A 19' P_^.ST IS USED, AND THE FOO T IMG DETAIL CALLS FOR A 2' EMBEDMENTIN THE CONCRETe THE Jit- I i' '{ BRACED LENGTH IS 8'. k - THE TABLE ABOVE IS TO EE USED AS A GUIDE ONL'y TO DETF-RMIN- THE STR NG?H OF ON POST RELATIVE TO ANOTHER �--►G! - t ,gCrTp AND BEAM SPANS MUST BE COrISIDERED WHc.N SELECTING AN APPROPRIATE SUPPORT. -,!4' ROLL FORMED COLU:uNS AND SCROLL COLUMNS TO BE USED ONLY `FGR ATTACHED L3lITS. THIS` COL U''?�'S ':MOULD MEvER BE USED FOR FREE STANDING UNITS. li f' i-LOWABLE LOADS FOR FREE STANDING CANOPY COLUMNS BASED ON USING A MINIMUM OF 4 COLUMNS. ! 71 L El r Sn .04D A.Lu't kP336 .0 ^.35 'EEL I P379 P379 I P335 ( P353 s .{ST.y-A44En0 F329 ; tFLUTED ! P33C I 1 X 2 XAS='.:b 3 3 Y• ? •067 14 C-A-1 I T WELDED STEEL _ •• x �' x ;;?• I! WELDED S EEL Z 3l4 X 2 3r4 3' X3' X1�8' 3' X3' X ,L9 3' X3' X 37 vi�-L :�jt FMED 16061-TF, EXTR ALUM. EXTR ALUM. 6P63-TS.i.rXTR. AEI. 61E,3-7 I-EX7R. ALUK, 606E-7'=J� i i 0 bfA A{UB{ SPANS AND 0�'ERHANGS FOR 3" X 16" STEEI, RIBBED W PANELS REGISTERED PROFESS?nNAL EldGIrJEERS TYPE I TYPE Il TYPE III TYPE Im TYPE y TIHOTHY G. EDDINS P.E. ,' _'1 MCK Mou SWM FmcF DEQS,lcuxx sww Rmff DEM KLTME SpANS FXW XCK z3oux srw RMF 7EM EMU M'Vt ALAPAJiA #5121 z .oTW=2G rlR ATTACKED FREE SEANI34 (!Raft ATTAC4a FREE VAWZDW EtR ATTACHM WnH sNCL-E MTRWZ V UlDtLE GVFAWiG ATTACHO ER AITACFEB Est arTACi-n GR VALL ATTACEj:D W&y C-1 CIILUM7 S1T� f cauwq SLOE MLIAW SFJEFREE SiPlmAG SN.Yf'/tLL i h 1 I j L'7 I 'a RICHARD G, VATTS JR. P.E. :' TEXAS N269g1 ~ � DKLANDMA 118fl97 Xl- EVE LOAD UNIT #P165 #P166f t� 9 L'ELC]CITY ) TYPE 26 Grp, STEEL 26 GA. STEEL ���,Z ?M ` � d; rs I & II " SPAN---- SPT=�Pf 16' COVERAGE ,3AD III SPAN ,16' 11' 1 r-ro-!6 "o oc I �� P.3F i 16'-3' SPAN LS' 11' /� LYNN 0• TWEDT P.E. I = ? I SPAN 15'--6` SPAN IS'-0' 3' r O IV {�h*C. rife I 7 ❑`J'HNG 3'-0' GV'HNG 3'-0, m ;_�oclTr r �- SPA€! 16'-9' SPAN 19'-6' C - 130 MPH LOV'HNG '3'-n' ❑V'HNG 3'-0` ' _ „Lo rct NO 'dE LOAD UNIT #P165 #P166 AR1ZgNA 19487 t99s -1 VELOCITY ? TYPE 26 6k STEEL 26 GA. STEEL ARKANSAS 6445 1986 CALIFORNIA 37530 1993 COLORADO 24644 1986 -'0AD I & II SPAN Ll'-101 SPAN L3'-10' i —16' CL]VERAGE-----t COWECTICUT 14804 1937 I j III SPAN h DELAVAR£ 7353 1987 '. lV P[F ILl1Np1S 62-024-996 1963 12'-8' SPAN 14'-S` OVA A 11549 1978 IV PAN 3 a649 197a ELDCITY OV'HNG 3' 0' O'vr'HhJG 3`-0` KANSAS 7526 1977 KEN'TUCKY 12056 1980 'V 1V1P1Z SPAN 13'-s' ;SPAN 15-11` MARYLAND 1491S 1996 V MASS 32994 1987 - 13V'HNG 3'-D' IlV'HNG 3'-0' MICHIGAN 25a80 1977 - HINNESOTA 16323 1993 I 3 j - MISSOURI 2064 1983 I t �ifE LOAD WHIT #P165 #P166 HEIRRASKA E5651 1983 VEL©CITY i TYPE 26 GA, STEED. 26 GA. STEEL 1+cvAD" 7357 1986 NEV HAMPSHIRE 6712 1987 1--16` COVERAGE NEV JERSEY 31728 1986 � I & II SPAN I10'-3' SPAN ill-Ill f NEV YDRK 063sll 1907 T]AD I N. C'ARdL1tlA 1183D 1984 ID I (t �C+G� IiI SPA14 11'-5' SPAN �13'-4` �10 E59669 i986 I T FV �?i SPrAN 10'-11` SPAN 12'-•9' 11R£u9N [33a9 1986 IV — PENNSYLVANIA 35547E 1986 L❑CITY - ❑`✓'HI�G 2,-y. ❑V'HFJG 3'_0� VIRGI IA 017365 1987 �� ��PK SPAN 11'-In' : SPAPJ 13'-10' u[S`<NNSPN E17259 1977 r- -_---- ❑V'HNG13'-01 OV'HrG 3'-•0` _ ALG RTA CRIIADA 6131 1983 3 1 MASON CORPORATION T.AfJ. 23 199f, E ........�.....i r .-. mn�. on.T'•v nt.AATATr'^ EIhT T.tC rnren�: KdATC.tC f 7'I`Y 'l?S(;i'VTTT$ AAT Fte2:7 -- r-- ter-LrvE LeAn 20 F �11 UVELaa4 0 P PH PSF 80 Wh 30 1 1 MAX. ALLOW, PANEL SPANS AND GV'HhJGS. MAX. ALLC'd. PANEL SPANS A'-1) ov,HNGS. I MAX. ALLOW. FANEL SPAN' ANI) ❑V'HNGS. ,j TYPE TYPE TYPE TYPE i TYFi JYE: TYPE4GS TYPE 1 TYPEL7Y TYPE T'fPE I & II III IV V !1I & iIIIIIVV i & I iV V i vr4 a+a PwtaaLeK --� I SPAN SPAN SPAN i 0`!�NG SPAT: 1 B`H G ' SPA!d PAN i D' PAN B'HNG 1 SPANSPAN !o"FiNG SPkN , ❑'H aG 9' s+JS ALUMINUM ll'4 12'-9 i2'-i 3'-0 13-L 3'0 ` 9'-3 10`-4 9'-iG j 2'-6 10'-8 2'-8 i 8'-0 8'-11 G 8'-Ei j 2'-2 5`-3 2'-L 'S` ��5 ALUt9i�JUti '13'-3 14'-10 14'-2 3'-0 15'-0 3'-C 10'-i0 12'-2 PI'- 2'-�14 2'-6 10'-10 2�-5 n 14'-5 16'-93'0 12'-3 13'-3 3'- j 10'-7 lI'-IO . 11'-d 2'-10 12'-3 3'-D ' ALUMINUM EA_-- EEL 13'-b IS'-i 14'-5 !3'-0 5'-7 3'-0 111'-0 12`-4 2-11 1 12'-9 13'-0 1 9'-7 10'-B LO'-2 2'-7 11'-0 2'-9 t - - �20 PSF vzo wl- g0 MPH 31 uvr roan 30 PSF `rnm uQ- 100 MPH ;" L.E LOAD 40 PSF vl:= va 1210 IMPH !! MAX, ALLOW. PANEL SPANS At•!u ❑V'Ht3GS. , MAX. ALLOW. PANEL SPATS ANDCV'HiJGS. MAX. ALL❑V. PANEL SPANS AND D'ti"HNG .� i TYPE TYPE TYPE TYPE it TYPE TYPE TYPE TYPE TYPE TYPEI TYPE TYPE Ii l a li IIi I I J ii V ;L & II III IV V "l 2 II III `l) IV '� 1! PAN SPAN SPAN SPAN 1 D'iNG a SPAN 1 B'Hriu I SPAN SPAN SPArJ ❑'HNC• SPAN 01ENG SPAN SPAN � SPAN �II'HNG SPAN ❑'HrdG w ,?` 0"u5 ALUF1'•?aUM 11'-g b 13'-I 12`-6 i 3'-0 I''-8'-c 3'-0 9'-7 10'-S i0'-2 2'-7 ii'-1 12'-9 18'-3 9'-3 8'-10 1 _—� i ,y,-a ,' 12'-11 " 12`-3 13'-D 13'-4 3'-C 10'-0 11'-2 10'-S 2'-8 !iY-6 2'-11 ;- �5'3005 AL-UML'JUH 13'-7 15'-9 14'-4 i 3`-0 3`-0 l I ll-6 - 1 a q i;,_ 18 -2 3'- 1�12'-10 13'-S Ts'-0 14'-10! 3'-C. I il'-1 12'-5 i 11'-10 3'-0 12'-1+1 I :3. GA. STEEL _ 5' 17'-7 6 - 0 —`` Lm: 4n 20 PSF V'.,� YGL 20 ��Pi; ix.F c. An 30 PSF v_rta — I00 MPH Lrre LOAD 40 PSF vim v� 120 MPH i MAX. ALLOW. PArJEL SPAJS Ado ry'Ht:Gj. j M=,X. ALLG'»J. PANEL SPANS AND +7V'H�GS. MAX ALLOW, PANEL SPANS AND ❑V'HNIGS. 1 TYPE TYPE T7?E TYPE �; TYPE 1 TYPE i fr£ TYPE !I TYPE TYPE TYPE TYPE I ?�EL AT PAN c,EZ LGK I & II III IV v 111 g II III :V V �1I & FI III IV 'J RIBBED ) SPAN SPAN S�nPJ i 'H"IG SPAP3 'ri"<= j, S?A?J SPA*J ' SPAN I[}'{IhtG SPAN I n,H%, G !j SPAN SPAN SPAN ❑9-14G SPAN D'HNG -8' 3005 AL UtilNl lm 11'-9 13'-2 12'- 5 l y-0 i3'-7 3'-0 9 _ 10'-9 17'-3_ 12'-7 il'-1 c'-9 �I 8'-4 9'-4 '' EY , 2'-3 S'-7 2'_5 `sb' 3005 ALU31-h^Jt1 1'14'-2 i5'-5 15'-1 1 3`-0 15'-4 3-�i 1 i2 1'-6 12'-3 '3'-0 13'-4 3'-0 1 10'-1L 11'-2 10'-8 2`8 Il'-6 GA. STEEL i 12-1 1 13-6 11 12-101 3'-0 E 13'-11 3-0 , 9'-10 11'-0 10'-6 !2'-9 1l'-4 2'-10 i,B'-6 9'-6 9'—i 2'-3 9'-10 2'-5 GA, STEEL 9'-0 1D'-1 9'-B 2'-5 10'-5 2'-' '7'-5 8'-3 7' 10 2'-0 8'-6 2'-2 ' 6'-5 T-2 6'-i0 i 1'-8 7'-5 I'-IO = LIVE LCAn 20 PSF vam ,'a- 80 MPH ! IlWE Lr1An 3G PSr VVQ `�E_ 100 �L�r: uvE L.rAID 40 PSF 4 V`a- 120 MP!-' `- MAX, ALLB'd. PANEL SPANS AN3 ^u J`HhiGS. to MAX. AL LB',:. PANEL SPAN AhtD CV'HNrS. MAX. ALLOW. PANEL SPANS AND Cl S. ; X B` FLAT PAN 1. TYPE TYPE TYPE TYPE TYPE. Tl'PE IYFE T'(PE TYPE TYPE TYPE TYPE ill & II ill iV V x Ii: :V V !I & iI III IV `J _ :IBBED } -IAN SPAN SPAN ,p'E!NG —SPAN I B'!tltu 1 S?ATl• SPAC+ �, SPAN ?t7'HNG SPAN O�taG j SPAN SPAPJ SPAN �D'riNG St'A i:+ C� s iM 9'-8 10-9 10-3 12`-7 11'-2 2`-9 T-11 S'-10 B'-5 2'-i 9-1 2'-3 6'-10 7'-9 T-3 1'-10 T-lI 2= i8 3CD5 fiLUMI,fUM 81-7 2'-3 9'-11 2`4 23' 3005 ALUMINUM 12'-2 13'-7 13'-0 1 3'-0 i4'-0 3'-C j 1 9'-11 11'-1 10'-7 2'-S II'-5 2'-i0 5-7 9_"t y �0'-3 11'-6 11'-0 2'-9 11'-10 3O'' 3005 ALLAMINUM 14'-6 16'-3 15'-6 j 3'-0 j 16' 9 3'-0 11 11'-1D 13'-3 12'-8 t 40' 3005 ALUnI"!!�:M 16'-6 18'-6 17'-8 19'-1 3'-C 11,3.-5 15-1 .I 14'-S 3'-0 15'-7 111'-8 13'_1 12'-c j 3'-C LLai DEFLc_T:.I'+ LI!dlT IS L160 JAV. 1996 PATICI L'F .4iT=.CHRENT LENGTH 713 PKC 'ECTI❑N IS LESS TF l i" T!-'E U11IT �TREYTEII AS A FREE STANDING UrtIT, ❑THERdiSE u'E21A WILL 1- E,�G:c,£ER1t:G F:L B, _ -- The aluminum awning with the exclusiue finger tip control AWNAIR OF SUFFOLK COUNTY, INC LU 47 Fanning Road Riverhead, New York 11901 _ (516)727-2444 PROPOSAL SUBMITTED TO: ^ PHONE DATE v 4 2 ; STREET � SOURCE CITY,STATE AND ZIP CODE JOB LOCATION h,4LL 1st ❑2nd ❑ LOW ❑ HIGH We hereby submit specifications and estimates for ol oZ7 "YOU THE BUYER, MAY CANCEL THIS TRANSACTION AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE OF THIS TRANSACTION. SEE THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN EXPLANATION OF THIS RIGHT." Salesman's Name . Signature (Customer Sign Here) Signature Mr VraVVSr hereby to furnish material and labor — complete In accoraance with above Spec ificat.ons. for the sum of- ` =--------------- Paymtrnt to be made an lollew�,� — osposit /l��((JJi�y Balance C.O.D. //.2,J - Cash,M.O., Certified Check All manner according isingt guaranteed to be as specified.All wart r i completed is aworkmanlike /�UtlfOriZed moaner aceordiag to standard practices. Any alteration or deviation from above specifications involving extra costs will be executed only upon written orders.and will Signatum become en extra charge over and above the estimate. All agreements contingent upon Note This may be strikes, accidents or delays beyond our control.owner to carry (ire,tornado mod other �� y neecssery insurance. Our workers are fully covered by Workmen's Campensat lon withdrawtt by us if not accepted within days. Acceptance of Proposal - The above prices, specifications and conditions are satislactory and are ereby accepted.You are authorized to do wort as Signature sperdied. Payment will be made as outlined above. Date of Acceptance Signature