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Home My WebLink About32480-Z FORM NO.4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32218 Date: 03/05/07 THIS CERTIFIES that the building SUNROOM ADDITION Location of Property: 700 COREY (HOUSE NO.) County Tax Map No. 473889 Section 78 CREEK LA (STREET) Block ~ SOUTHOLD (HAMLET) Lot 11 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 2, 2006 pursuant to which Building Permit No. 32480-Z dated NOVEMBER 9, 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 SUNROOM ADDITION OVER AN EXISTING DECK AS APPLIED FOR. The certificate is issued to GEORGE A & ROSE SPANOS (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 3021917 02/08/07 PLUMBERS CERTIFICATION DATED N/A Rev. 1/81 Form No, 6 TOWN OF SOUTHOLD BUn ,DING DEP ART!\'IENT TOWN HALL 765-1802 r ,\PPLlCATION FOR CERTIFICATE OF OCCUPANCY I I This applicmioll Illust be foiled in by typewriter or ink ~nd submitted to the Building Department with the j,)lIowing: .. A. Fol' nell building 01' new use: L __ 1 Fmal SUl\n oll",'peI1y wIth accurate loc<lhon ofalJ buildmgs, property Jmes, streets, and l ust,al nalumi or topographic features, 2. Fmal Appwval from Health Dept. ofwaler supply and sewerage-disposal (8-9 fonn). 3. Approval or eleclrieal installation li'om Board of Fire Undelwriters. 4. SWOIl! s/attmenl ii'om plumber certifying that the solder used in system contains less than 2/1 0 0f I % lead. 5. Commerei"1 building. industrial building, multiple residences and similar buildings and inslal/atiom, a eettlfica!e of Code Compliance from arehitec! or engineer responsible for the building. (J. Submit !'lalming Board Approval of completed site plan requircment~. B. For existing buildings (prior to Ap,.;1 9, 1957) non-eonforming uscs, or buildings and "prc-existing" land uses: 1 . Accurate survey of property showing aJ I property lines, streets, building and 1I11l1Sua] natural or topognlphic r~alurcs. , i\ pruperly C('llIplclcc! application and consent 10 in~pect signed by the applicanl. lf a Ccrlilicalc of Occupancy IS denied, llie Buddin!! [nspcctor shall slate Ihc reasons therefor in wnting to the applicant. C. F('r~ Certificale (11' (lc,'upancy - New dwelling $25.00. Additions to dwelling $25.00, Alteriltions III d""'ellillg S25.00, S\\illlming Ih)ul ~2:;U)O, Accessory huiJdll1g $25.00, Additions to accessory buiJcling $25.00, HusiIlCSSl.:S S50.00. ') C\'r1ilic,lk {1!< k"Cllpancy on Pre-exis!ll1g Building - $100,00 -. C()p:, (\1' (....'1"1 iii,:;lk (d" Occupancy - $.25 ..... Lpdall'd C",'rl1 Ill'dh.' \lrOCCupallcy $50,00 -" 'I\:'ll1lhlr,lj'~' ( \Tllljea!e 01" Occupallcy - Re,..,identjal $ I 5,00, CllJnl11(~rcial ~ J 5.00 Nt'W C\)IlSlnlL'lhlll (check one) I ,(h;;lti( III (11' Prup\_'!-ty .~lro Rcqut'...;tl()J TI:.'lllptlLiry CL'nil'lcaIC" rinal Ceniticalc: ~ (check one) FcC SLlblllii.ltd- .~ ..;;z~~ ~ lr~rl. CO 'l:3;2dJ:K;,es X1?"j -< ?RS. ZOO/Z 30Vd Wd T~:T~:T LOOZ/9Z/Z OWI1b @]~IF.IIF.I~@] I. BY THIS CERTIFICATE OF COMPLIANCE THE 1 ~ NEW YORK BOARD OF FIRE UNDERWRITERS ~ ~ BUREAU OF ELECTRICITY ~ ~ 40 FULTON S1"REET - NEW YORK, NY 1 0038 ~ ~ CERTIFIES THAT ~ ~ ~ ~ Upon the application of upon premises owned by ~ ~ ~ ~ B.J. ELEC. CO. GEORGE SPANOS ~ ~ 4300 STILLWATER AVE 700 COREY CREEK DR ~ ~ CUTCHOGUE, NY 11935, SOUTHOLD, NY 11971 ~ i Located at 700 COREY CREEK DR SOUTH OLD, NY 11971 i ~ Application Number: 3021917 Certificate Number: 3021917 ~ ~ Section: Block: Lot: Building Permi!: . BDC: ns11 ~ ~ ~ ~ Described as a occupancy, wherein the premises electrical system consisting of ~ ~ electrical devices and wiring, described below, located in/on the premises at: ~ ~ First Floor, sun room, Outside, ~ ~ A visual inspection of the premises electrical system, limited to electrical deVices and wiring to the extent detailed ~ ~ herein, was conducted In accordance with the requirements of the applicable code and/or standard ~ ~ promulgated by the State of New York, Department of State Code Enforcement and Administration, or other ~ ~ authority having jUrisdiction, and found to be in compliance therewith on the 8th Day of February, 2007. ~ mJ Name OTY Rate Ratine: Circuit TVDe ii!l ~ Wiring and Devices ~ ~ Receptacle 7 0 General Purpose ~ ~ Switch 2 0 General Purpose ~ ~ Fixture 21 00 Incandescent ~ ~ Receptacle GFCI ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ seal ~ ~ ~ I I of I I I This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. I @]~.@] 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. 32480 Z Date NOVEMBER 9, 2006 Permission is hereby granted to: GEORGE A & ROSE SPANOS 21-06 35TH STREET ASTORIA,NY 11105 for : SUNROOM ADDITION OVER AN EXISTING DECK AS APPLIED FOR at premises located at 700 COREY CREEK LA SOUTHOLD County Tax Map No. 473889 Section 078 Block 0004 Lot No. 011 pursuant to application dated NOVEMBER 2, 2006 and approved by the Building Inspector to expire on MAY 9, 2008. Fee $ 150.00 ~--/-- -- ORIGINAL Rev. 5/8/02 1!l~~1!l I BY THIS CERTIFICATE OF COMPLIANCE THE I ~ NEW YORK BOARD OF FIRE UNDERWRITERS ~ ~ BUREAU OF ELECTRICITY ~ ~ 40 FULTON STREET - NEW YORK, NY 1 0038 ~ ~ CERTIFIES THAT '7 i. - '-f - II ~ ~ ~ ~ Upon the application of upon premises owned by ~ ~ ~ ~ B.J. ELEC. CO. GEORGE SPANOS ~ ~ 4300 STILLWATER AVE 700 COREY CREEK DR ~ ~ CUTCHOGUE, NY 11935, SOUTHOLD, NY 11971 ~ ~ ~ ~ Located at 700 COREY CREEK DR SOUTHOLD, NY 11971 ~ ~ 3021917 3021917 ~ ~ Application Number: Certificate Number: ~ i Section: Block: Lot: Building Permit: 3dLf'GO BDC: ns11 i ~ Described as a occupancy, wherein the premises electrical system consisting of ~ ~ electrical devices and wiring, described below, located in/on the premises at: ~ ~ First Floor, sun room, Outside, ~ ~ A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed ~ ~ herein, was conducted in accordance with the requirements of the applicable code and/or standard ~ ~ promulgated by the State of New York, Department of State Code Enforcement and Administration, or other ~ ~ authority having jurisdiction, and found to be in compliance therewith on the 8th Day of February, 2007. ~ ~ Name OTY Rate Ratin" Circuit Dill' ~ ~~~~ ~ ~ Receptacle 7 0 General Purpose ~ j;!J Switch 2 0 General Purpose j;!J ~ Fixture 2 0 Incandescent ~ ~ Receptacle 1 0 GFCI ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ seal ~ ~ ~ ~ 1 of I ~ ~ ~ I This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. I 1!l~il!m!.1!l .3L~- PO~ TOWN OF ~~:~NG DEPT. INSPECTION [ ] FOUNDATION 1 ST [] ROUGH PLBG. [ ] FOUNDATION 2ND [] JJlSULATION [ ] FRAMING I STRAPPING [~FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: C rJGt~f ~1 t./. . , , DATE INSPECTOR 3~l/ gU FEB - 6 Condon Engineering, P.C. New York State Licensed Professional Engineers "" --' 1755 Sigsbee Road Mattituck, New York 11952 631-298-1986 Fax 631-298-2651 condonengineering.com February 4, 2007 Mr" Gary Fish Building Inspector Southold Town Building Department 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Re: 700 Corey Creek Lane, Southold Dear Mr. Fish: I performed a structural inspection of the deck installed along the rear wall of the building located at 700 Corey Creek Lane in Southold" I found the deck to be satisfactorily constructed and, to the best of my knowledge, is constructed in accordance with the New York State Building Code. If you have any questions regarding this letter please call me at 298-1986" Yours truly, -----_._~ Queens Screens Co. 157 Montauk Highway Moriches, New York 11955 FIELD INSPECTION REPORT i DATE , COMMENTS 2v~ 10'" ~ -<.. ~ d'~ . ___._ ~ 'It u'JI- ~ - ~ .:>'" '\~ FOUNDATION (1ST) FOUNDATION (2ND) Sz ~ ROUGH FRAMING & PLUMBING ~ 0'" C..., [;1 ~ ~..., :::\ \) INSULATION PER N. Y. STATE ENERGY CODE \" ~~ ~ - r- ..., FINAL ~ ~ ~ ADDITIONAL COMMENTS ~ C' o U')~ z m qJ:O 1 c., Lf\~ ~ -. _D~ --I..., \j - -- C50~ == t'l Z--E: ..., == I:l ~ '" :-l . . TOWN OF SOUTHOLD PROPERTY RECORD CARD . J!j-2- ~~pJ 5'~{ ACR. STREET 7 co'- , , ~ VILLAGE DIST. SUB. ) 0'---1.. If' /? ~ .: _,,:' l ,/rt.;'"fl . ......"... -. ~_.J.;;, c,c ,~_ .ti;;;T ". " S W IMP. VL~ TOTAL 506 FARM COMM. CB. MICS. Mkt. Value RES. SEAS. LAND DATE REMARKS 00 ) "' U / 3CJ CJ :)0 J !V 0 D / (J-inJ :S,) 0 / AGE NEW FARM BUILDING CONDITION NORMAL BELOW ABOVE Acre Value Per Acre Value House Plot FRONTAGE ON WATER FRONTAGE ON ROAD DEPTH BULKHEAD Tillable Woodland Meadowland Total I DOCK -- ~ ~ ~ ~ COLOR , TRIM c?2 C /J M ---. P .-- -I--. I . I _.. . I ; 7 , ::>1 I I II}' "' 2 , IT'! . 'l< ll- l... L, ..-L- I .- ;11 97 _.-- - ~ , J I~ , I "..,.... "J-O r-----. I l__ , - 2.7":'" -Z4~ JsG~ I M. Bldg. 12JI-X , I . . ~, ~~;Q'on 3 y 1"'1 '" 42- I 4ft, ;;(Sl> i I I 8 x ;/5 -= I;;j) 5"// i i i , , v. I I Extension / , I , I I I I i I l I Extension , fJ61i ((.~ ('e-Xi'.' I I I I Foundotion Bath /'/2.- Dinette Porch I Basement ./i--uC.C Floors cAK' 1<. I , Porch I !Ext. Walls "ZLU,iu If Interior Finish 19 f'i . LR. I I , I Breezeway I Fire Place \}r:,<{ Heat (j.,( "'li."IDR I I , jJ(~.;'r;'; , . ! Garage bv 2../ ~73 /, 2h" ~.'i/ . iType Roof Rooms 1 st Floor [SR. .3 .' ~:,) /-/ Patio I 'R . Room Rooms 2nd Floor ~ I , ( I' ecreatlon , '2.. i O. B. jDormer ==i Driveway I , lUll Total I 4f!::?: Irl I I , , . (.;. l .' ~' I , . . . TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765::"1802 FAX: (631) 765-9502 www.northfork.net/Southold/ . PERMIT NO. 3~~ r6<o BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.SD.E.C. Trustees Contact: Examined Approved Disapproved aJ c ,20~ ,20~ Mail to: Expiration ,20_ (J~ Phone: ,,~\ ~L'b 13~~ _..--;~, !l \""n \l' . r~ \\' "l, ,,": '. ?'_1.j.....- Building Inspector \r~\ ii n; \', ,";'!"'" ,.--' \ I;': :, NOY - 2 TJS .\ , ,. ' 'i, APPLICATION FOR BUILDING PERMIT L----r...-:~~~-::--:;-:_~ .'\' :~ 10\\':; u)- S..:.- \, ,"- " , I I J Date ,20~ INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICA nON IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ~. +-~",.,~ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer ~C\r\c.... . , (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. ~a~~-l-1 I. Location of land on which proposed work will be done: L 00 CoC'":'{ G--~ ~_ House Number Street ~~\~ Hamlet County Tax Map No. 1000 Section ,<:6 Subdivision c....~'t ~ 'G'&.\-A.-;<- (Name) Block Lf Filed Map No. Lot J I Lot . 2. State existing use and occupancy of premises and intended use an c~upa{lcy of proposed construction: a. Existinguseandoccupancy S,^ ~ \,\ ~ ~ 1.10 \-n" \.. ).. , b. Intended use and occupancy SLJf\. "==oCC"\ . 3. Nature of work (check which applicable): New Building Repair Removal Demolition Addition Alteration, Other Work c"mm.-,I:<' ~ll.~",", (Description) 4. Estimated Cost Fee 5. If dwelling, number of dwelling units If garage, number of cars (To be paid on filing this application) Number of dwelling units on each floor 6. Ifbusiness, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Height Number of Stories Rear Depth \ Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories Rear I 8. Dimensions of entire new construction: Front Height Number of Stories Rear Depth .. 9. Size oflot: Front 100 Rear I ('JO Depth ~'6D/ , 10. Date of Purchase Name of Former Owner II. Zone or use district in which premises are situated rc..s;., l.., ~\ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO / 13. Will lot be re-graded? YES_ NO / Will excess fill be removed from premises? YES_ NO t./' Address 100 ~ c..-c..x _ Phone No.b>l t'-:$: lflc.o, Address Phone No Address \"5ii'lo,,\...,,\c ~ Phone No.6..\ '>Q8. tb~ ~,~" 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES _NO / * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAYBE BEQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES_NO ~ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 14. Names of Owner ofprernises ~~-~s. Name of Architect Name of Contractor Q...,.on" s.~ c..." 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at I 0 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS.\\ COUNTY OF ~ ....-Cf.1i ~ ~C'I\9-.'>~~ (S)He is the being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, Cr~ ck; (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. 20~ - ~L Signature of Applicant KIERAN M. CORCORAN QUALIFIED IN SUFFOLK COUNTY NOTARY 1I02C06119838 MY COMMISSION EXPIRES DEC. 6. 2~ ,.-,.-:._.,,;'(.'~'';..;--,;. .~.:.. "''';+'i.~'~::-i';<~,,> ':1"':'~'~~'~';;:' '~"" , :!i-' ,'.:,~G~t~~~:~:,:~.,:, ':~::.~', MAl IV SA Y VII: W it'D. o<t fl' 25. 21' 1..,39. (I) :-t \ , \ .\ le.~ . " /"p" fml.. 0,"', o.~ III r- cP o If) reo-t' ~ ~ dl"~: 1/1/1.9 o r/ell m ? o q 220.49' N. 84'27'40" E. - IS.S ;z. A-+.z' _-- - -- . ~ ~ dr'y.! diP _ --, -~ $>. .~ 3. __- -- ",t'-II eM ~ ~ \' <i) ) "- - -<~ g . 0 q p ~ ~ r- o ~ e 1", ,,, ,<-. 233.54' J8~1 \ S. 84'04'50' W. r- 0 ""'" \ @) 1'0-,,1: V "'"~ ANY AL 7ERA TION OR ADDITION TO TIIS SlmVEY IS A VIOLA T10N OF SECTION 7e09 OF THE NEW YQ'ilI' STATE EDUCATION LAWL_u_ EXCEPT AS PER SECTION ~ It. ALL CE:RTFICA r_ IEREON ARE VAL.,D FOR THS MAP AID COPIES THEREOF ONL Y F SAD MAP OR tXJPJES BEAR THE /IIPRE$$E1) SEAL OF THE stm'E'YOR JfHDSE SMNATIIRE ~ 1EREON. ADDITIONALLY TO CQIIf'LY WITH SAD LA, THE TDII/ "ALTERED Br /IlUST << VSE/) BY ANY AID ALL $UrIl[YMS U1IJZHI A COPy OF ANOTHER surVEYOR'S MAP. TERMS SUCH AS "INSPE:CTED' AID 'B/lOU6HT-TC/-DA TF' ARE NOT Ii COI/PUANCE WITH THe LAW. () o ?J m -<. PI!;:;" '4;'! The localions of wells and cesspools shown hereon are from field observaflons and or from dala obtained from olhers. ELEVA TIONS ARE 1/EFERENCED TO AN ASSUIED DATUlI. ~ R 10 - 97 - 0061 <1-",eI""5 ell In '" fro' t cP, I~O ~ SURVEY OF LOT 9 "COREY CREEK ESTATES" FLED AUG. 75, 1967 MAP NO. 49!l3 AT BA YVIEW TOWN OF SOUTHOLD SUFFOLK COUNTY, NY 1000-78-04-11 Scale: 7" = 40' Mar. 4, 7997 May 22. 1997 (foundation) OCT. ~ 7997 (final) .. () ?J m m ^ o'-Wil'tl'{)'j ,,~tl o c,P> 1501-{ \ 13}' r- , ')> 'z m ,,' v~O" .~ '" AREA = 22,503 sq. ft. I am familiar wilh Ihe STANDARDS FOR APPROVAL . LIC. NO. 49618 AND CONSTRUCTION OF SUBSURFACE: SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMlL Y RESIDENCES PECD tind will abide by Ihe conditions sel forlh Iherein and on /he (5/6/ 765 - permfl 10 conslruel. P. O. BOX 909 12:JO TRA VCLER STREET SOUTHOLD, N. Y. 1/97/ 07 _ 1A~ b N i\ b \' I: NOTES: 7' EXISTING HOUSE 2",8" LEDGER WITH JOIST HANGERS SECURED TO STRUCTURAL STUDS IN HOUSE WITH 2-1/2" , 5" LAGS WITH WASHERS @16"oc 3/4" T&GPL Y OVERLAY WITH VAPOR BARRIER 2",8" TIMBER JOISTS @16"oc NAILED TO DECKING ALONG TOP EDGE 2-2"x8" TIMBER JOIST5 NAILED@Z4"WITHI2d NAIL5 2-2'''8'' TIMBER JOl5T5 NAILED @24" WITH 12d NAIL5 WITH JOIST HANGERS F OTIN "A" / ~CONCRETE FOOTINGS / (SEE NOTE54&5) :/ : I ~ r I. 7' 14' DECK FRAMING PLAN ,. TIMBER DESIGN STRESS~ ASSUMES. SPECIES: SOUtHERN PINE NO.2 2" x 8" BENDING STRESS Fb. 1,200 PSI COMPo PERP TO GRAIN. 565 P51 COMPo PARALLEL TO GRAIN. I,SSO PSI SHEAR PARALLEL TO GRAIN 17S PSI MODULUS OF ELASTICITY. 1,600,000 PSI EXTERIOR LU MBER SHALL BE PRESSURE TREATED 'PUBLISHED IN 2001 NOS "DESIGN VALUES FOR WOOD CONSTRUCTION" 2, DESIGN LOADS. PATIO DECK. LIVE LOAD = 40 PSF DE.AD LOAD = 10 PSF P/lTIO ROOF. GROUND SNOW LOAD = 50 PSF DEAD LOAD = S PSF 3. AU1!-10RIZED FOR BEHERLIVING DEALER USE ONLY. 4. REQUIRED FOOTING DIAMETER: 12" DIAMETER FOOTING FOR 3,000 PSF SOIL BEARING. 18" DIAMETER FOOTING 'W' FOR 3,000 PSF SOIL BEARING. 5. FOOTING DESIGN ASSUMES. FOOTINGS SHALL EXTEND BELOW FROST LINE. CONCRErE IS 10 HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 2B DAYS. 6. FOR DECKS WITH A FINISHED FLOOR LEVEL OF 30" OR GREATER ABOVE AN EXTERIOR SURFACE, CONTRACTOR TO PROVIDE NECESSARY KNEE BRACING /IT ALL VERTICAL POSTS TO RESIST LATERAL LOADS AND F,ALL PROTECTION PER LOCAL CODE. 7. CONTRACTOR TO PROVIDE MIDSPAN BLOCKING FOR ALL JOISTS 10 FT OR GRE/lTER IN LENGfH. 8. FOR WIND UPLIFT LOADS LESS THAN 900 LBS PER FOOTING USE LPC6 POST CAP CONNECTOR ELSE USE CC3 1/4-6 POST CAP CONNECTOR OR BETTER, 9. DRAWING SHOWS MINIMUM SfRUCTURAL REQUIREMENTS FOR DESIGN VALUES SHOWN. 10. CONTRACTOR TO INSPECT ALL EXISTING CONDITIONS .AND AS NECESSARY REPAIR AND/OR REPLACE ALL MATERIALS AS REQUIRED TO RENDER THEM STRUCTURALLY SOUND AND COMPLETE, ~-~T u. FLOOD ZONE y: COMPLY WITH CHAPTER . 46~ FLOOD DAMAGE PREVENTION SOUTHOlD TOWN CODE. AP . OVED AS NOTED B.P, #.3..0. q 'to-C ~BY~ ;~OTIF BUilDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOllOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. FiOUGH. FRAMING & PLUMBING 3. INSULATION 4, FINAL. CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. EE: ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. PROJECT. SP f,NOS 700 COREY CREEK IN 50UTHOLD, NY 11971 COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF SOUTHOLD : ~. \~ ZBA SOUTHOLC TOWN PLPNNING BOARD SOUTH OLD iOWN TRUSTEES NYS, DEe OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY '<'.'">&- UNDERWRITERS CERTIFlCATEl REQUIRED CERTIFICATION OF NAILING & CONNECTIONS . REQUIRED. ~SIMPSON POST CAP (8) / ICONNECTOR (TYPICAL) 6"x6" TIMBER POST (TYPICAL) 51/2" x S 1/2" SIMPSON CONNECTOR CB.A66 (TYPICAL) 2-5/8" , 6.5" BOLTS 4-1/2" ,41/2" ANCHOR BOLTS GRADE (TYPICAL)_ CONCRETE FOOTER FROST LINE r (42" BELOW GRADE) TYPICAL POST DETAIL DR,AWN BY. CJJ DWG. NO.: spanos-deck12x14-a 12'x14' DECK FRAMING PLAN FOR GABLE ENCLOSURE SCALE. 1/4" = 1'-0" DATE. 10/25/06 LAYOUT PLANS EXISTING BUILDING WALL SECTIONS / I 81" (MAX) L 9" l I I 69" 69" I II I (j) "1 x (j) Q )> ~ (j) I "2 81" x- (j) (MAX) Q ~ () L 'S: 'S: - < )> (j) ,- "2 ,- x- " '" Q GABLE SIDE WALL (A) C? N < - )> ~ ~ x- (j) Q ~ P 75"x60"W 75"x60"W P 00. 'D' -aU B - WALL 14'-0" GABLE FLOOR PLAN (NOT TO SCALE) ~~ I 8r' 75" 75" (MAX) L II GABLE FRONT WALL (B) ALLOWABLE LIVE LOAD TABLE FOR 8 FT. PANEL (WITH 7 FT. OR LESS SPAN) 40 PSF 45 PSF 50 PSF 55 PSF 60 PSF 65 PSF 70 PSF 75 PSF 80 PSF 3"HC 3"HC 3"HC 3"HC 3"HC - - - - 3"EPS+H 3"EPS+H 3"EPS+H 3"EPS+H 3"EPS+H 3"EPS+H 3"EPS+H 4.5"EPS+H 4.5"EPS+H NOTES FOR GABLE CONSTRUCTION 1. ALLOWABLE LOADS ARE BASED UPON 8. PANELS MAY ONLY BE USED IN ROOFS AND WALLS WHERE THE LESSOR OF THE ULTIMATE LOAD/2.5 CLASS B OR CLASS II INTERIOR FINISHES ARE PERMITTED OR THE LOAD AT SPAN/120. BY CODE. 2. HClEPS REFERS TO CBM STRUCTURAL 9. HORIZONTAL JOINTS BETWEEN THE ENDS OF PANELS ARE PANELS WITH ALUMINUM SKINS BONDED TO NOT PERMITTED. HONEYCOMBIPOL YSTYRENE CORES (3",4 W' 10. CONTRACTOR TO PROVIDE FALL PROTECTION PER LOCAL CODES, AND 6" IN THICKNESS). ADJACENT PANELS FOR SUNROOMS WITH A FINISHED FLOOR LEVEL OF 30" ARE CONNECTED USING VINYL CLEATS OR Hs. OR GREATER ABOVE AN EXTERIOR SURFACE. 3.120 MPH DESIGN WIND SPEED, EXPOSURE B. 11. STRUCTURAL FRAMING AND CONNECTIONS TO BE INSTALLED 4. DESIGN ROOF PANEL DEAD LOAD = 5 PSF. PER CBM SPECS. 5. DOOR AND WINDOW LOCATIONS/SIZES ARE 12. CONTRACTOR TO INSPECT ALL EXISTING CONDITIONS INTERCHANGEABLE PER MFG'S SPECS. AND AS NECESSARY REPAIR AND/OR REPLACE ALL 6. ROOM PROJECTION (A OR C WALL WIDTH) MAY MATERIALS AS REQUIRED TO RENDER THEM STRUCTURALLY VARY PER DOOR&WINDOW LAYOUT & RIDGE SOUND AND COMPLETE. BEAM/COLUMN DESIGN (UP TO 16 FT). 13. AUTHORIZED FOR BETTERLlVING DEALER/MATERIALS USE ONLY. 7. PANELS MAY ONLY BE USED IN ROOFS AND WALLS OF ONE STORY BUILDINGS OF CONSTRUCTION: TYPE VB (FOR IBClNBC), TYPE VI (FOR SBC) AND TYPE VN (FOR UBC). GABLE SIDE WALL (C) 14. ABBREVIATIONS: D = DOOR M = MULLION W = WINDOW HC = HONEYCOMB PANELS EPS = POLYSTYRENE PANELS H = THERMALLY-BROKEN ALUMINUM H-STIFFENER P = PANEL MPH = MILES PER HOUR ASSEMBLY DETAILS SEE ALLOWABLE LOAD TABLE FOR PANEL SIZES PITCH 1:12 TO 5:12 GUTTER FASCIA HEADER SUPPORT BEAM TRANSOM (OPTIONAL) A-FRAME RIDGE BEAM 0 GLUE LAMINATED BEAM SLIDING DOORI OR WINDOW TEMPERED GLAS~ . FLOOR CHANNEL DECK CBM=CRAFT-BIL T MANUFACTURING ~f~ F:~~NDS 1 SQ. FOOT TYPICAL GABLE SECTION BC = BUILDING CODE NOT TO SCALE IBC = INTERNATIONAL BC UBC = UNIFORM BC NBC = NATIONAL BC SBC = STANDARD BC MFG = MANUFACTURER SPECS = SPECIFICATIONS MAX - MAXIMUM PROJECT: PANOS o COREY CREEK LN. UTHOLD, NY 11971 CONTRACTOR: QUEENS SCREEN Co. 157 MONTAUK HIGHWAY MORICHES, NY 11955 DWG NO.: Spanos-Gbl-12x14-a DATE: 10125/2006 12'-0" X 14'-0] GABLE ENCLOSURE GENERAL LAYOUT TYPICAL FRONT WAll CONNECTION DE:TAllS 112E , . 112H 112H 112F ! 112F 112F 112F 112C 112D ,J SLAB/DECK 112C 112D SECTION 112 #8x314" SDS@12' _ t _~ CBM Silicone Sealant ~#8X3/4" SDS@column - #8x314" SDS@24' " '--' - "#8x3/4' SDS@col"mn SECTION 112-A fa, WOODEN DECK SECTION 112-D (SECTION 113-G) i ~tIf~\T 1~==-JLil:';":. 'I .c___ "". L ,[ - -- -- SECTON 112-F ,II L,~~Jr~='~~~-ir4=J, _. '.., =___JiJ_ SECTION 112-G ---' j/ +- AI ,A,-Frame Support i (Mullion) , I Fastener Type F1 -- - r- Diam. Washer AI Flashing - Fastener Type F2 -- Perimeter Joists 2-#8x3/4' SDS@24' 2-#8x3/4" SDS@18" #8x3/4' SDS@18' #8x3/4' SDS@12' #8x3!4' SDS@18' - "" ' '1YPICAl SIDE WAll CONNECTION DE-TAilS 2x#8x3/4" SDS@ends 120 E~~8s~~~ ~ABLE r 112r[:::~ 1135 I ll;oC '113B 113C ~113D 1f31 1131 .113D 1131 Fastener Qty/Spacing Sect. Fastener* Type Enclosure Size ~O' 15'~15' 20'x20' F1 1/4" x 3/4" 5DS 5 10 16 112-D F2 . '4" DI8'11_ Stainle" 5ted Laq SGr~N.'2" Em~eJ ;, 5 8 F4 1/4"-Di~'!1_:T!.Ipcon/l:314" Emb~-d~ 4 8 12 F2 1/4" x 3/4" 50S ~.._.- , 4 9 14 113-/\ F3 1/4"xl1/Z"SDS 4 8 13 -- r,13-B F4 1/4")( 3/4" 50S 4 8 13 F2 #8 x 3/4" 50S 1B" 18" 18" me F3 #8 x 3/4" 50S 6 9 ----'i- , F1 #8 x 3/4" 50S 5 f-- ~ ! 113"G F2 lit" Diar1. 5Wii11~s, St(c1l.1~ Screw!2'~:11kd -2 2 . 3 , F4 1/4" Dia~. TEl con/l"3/4" Embed. 3 4 4 . TOTAL NUMBER OF FASTENERS. - #8x3/4" SDS@column #8x3/4" SDS@6" at every door frame sill #8x3/4" SDS@24" #8x3/4" SDS@co[umn - -- #8x3!4" SDS@column ~..~:: :::::-'::: ::...: ---AI FlashintJ (Optional for - - - - t- - Concrete Slab) 1/4"xH/2" Nail Anchor@16"for ~concrete Slab (min. 4/unit) #14x3" Hex@ every joist (less than 24"o.c.) for Wooden Deck (min. 4/unlt) SECTION 112-C #8xl1/4" SDS@24" #8x3/4" SDS@column SECTION 112-B .. 'j/ . SECTION 112-D (SECTION 113-G) 2-#8x3/4" SDS 2-#8x3/4" SDS 2-#8x3/4" SDS 2-#8x3/4" SDS 2-#8x3/4" SDS 2-#8x3/4' SDS -- 4-#8x3/4" SDS 2-#8x3/4" SDS "~~" ~, [ I; -- ~~~ I '..1E.-.""- : -. , I: . - ::._0 _.~_l n1"1"~" : 4-#8x3/4" SDS 2-#8x3/4" SDS #8x3/4" SDS 2-#8x3/4" SDS 4-#8x3/4' SDS SECTION 112-f (at floor level) 2-#8x3/4" SDS@12' ;2-#8x:'5/,-t' :0DS<@1?' . -- ----I : 2-#8x3/4' SDS@18" 2-#8x3/4" SDS@18". .' : 11.. : 2-#8x:'5/4' SDS@lZ' 't'rl:-m~ . irE:' 1 2#8,314" SDS@12"'''::: '. r t 'p ";ir; itYI '[,," .....~ _,_~,~.J_, II I 2-#8x3/4' SDS@18' 2-#8x3/4 'SDS@12' SECTION 112-H 2-#8x3/4' SDS@18' 2-#8x3/4" SDS@12' " \j SECTION 113-A for ALUMINUM CBM Panel A-FRAME BEAM ~, =--1, 1-1/4"x5" Lag Screw with 3"x3"xQ.1" h AI Plate/Washer @36"o,c. I", ,,"--- '...~ .~'" (midwidth of pan.el) -<:/:,;v,_ /~ ",',1-- _-:- =>7-#8x3/4" Tek@6' !~ - '"J------- :-_<! IContinuous CBM Silicone ,_ -- c';._>(ISealant (2" minimum width)" . _J ~-----:_ ' i Fastener Type F2 (Opt. 1) _ 1-----' #8x3/4" SDS@18" (Opt. 2) - #8x3/4" SDS@18" 113J 113J o z g , o o z ~ B ~113E 113KD3K '113E ~113F I !SL;AB/DECK .113F ~112 .113G ~113G SECTION 113 1 #8x3/4" SDS@12" (Opt. 1) #12x4" Lag@36" (Opt. 2) DRAWN BY: SCALE: NTS I 2x#8x3/4" SDS@6" Fastener Type F2 Fastener Type F2 !~---CBMPanel ~~":'--_/',,~ I ~I ~--- I Same as for 'Section 113-B ~ 2-#8x3/4" SDS@ends 1/4"x3" Lag Screw@12" #8x3/4" SDS@6" "., -::-::; CBM Panel /~ / I #l3x3/4" SDS@6" Fastener Type F3 AI Plate Fastener Type F4 SECTION 113-A for GLUE LAMINATED A-FRAME BEAM --- F astener Type F3 ~8X3/4" SDS@12" i l_.<- ---- Mullion or "HI: or Corner SECTION 113-D SECTION 113-C __,n - #8x3/4" SDS@18' ,-v "---'"i CBM Panel Y1 .. '. ! -#8x3/4" SDS@6' i,' : -:: -:~-~h'~~~: -AI Flashing (Optional fa, - - - - - - Concrete Slab) i1/4J1xl-1/2" Nail Anchor@16"for I .Concrete Slab (min. 4/unit) , ;#14x3" Hex@16"for !Wooden Deck (min. 4/unit) SECTION 113-F ------ #8x3/4' SDS@12' '-L2-#8X3/4" SDS@18' -1:1,[""" i ~'f' -'II rl" '--- 1- IH: _ ,,! ~ "1'1.' .J., ~t~-1C-' ~--- -- 2-#8x3/4' SDS@18" DWG NO.: em40-cnx-120B-a rbA T'!.: 10/25/2006 rO/"l-7(f/l, "=1~ ' ~-l'~ ,J ~ #8x3/4" SDS@6" ~- 2-#8,3/4" SDS ~~~#8X3/4" SDS ""~ AI A-Frame Support (Mullion) 1_ I .:.--1 fastener Type Fl ~~ r 1 Dlam Washer J~ . ~ --: . .J- AI Flashing (Optional) r -1"-: -Fastener Type F4 l' . for CONCRETE SLAB SECTION 113-B - #8x3/4" SDS@18" ~~{JU~- q:~~R #8x3/4" SDS@18" ~-~ V--'.."K,--. "-- CBM Panel SECTION 112-E SECTION 113-E NOTES FOR GABLE ENCLOSURE CONNECTIONS ,. TYPICAL CONNECTION DETf.lLS FOR ALUMINUM GABLE ENCLOSURE WITH ROOF PANEL SPANS Of UPTO 10 fEET. 2. DESIGN LOADS BASED ON ASCE 7-02, 120 MPH WIND SPEED, EXPOSURE B CONDITIONS AND 50 PSF UNIFORM GROUND SNOW LOAD. 3. STRUCTURAL MEMBERS SHALL CONFORM TO CBM SPECIFICATIONS. 4. ALL ROOF PANELS TO BE ANCHORED TO HEADER SUPPORT BEAM USING MINIMUM 2" WIDTH CBM SILICONE SEALANT. 5. WHERE REQUIRED, APPLY CBM SILICONE SEALANT ONLY TO SURFACES CLEANED USING ALCOHOL. 6. ALL ROOF PANELS TO BE ANCHORED USING BOTH 4-#8x3/4" SDS (MIN.) @36"o.c. FASTENED UP THROUGH HEADER ARM AND INTO EACH "H" AND l-l/4x5" LAG SCREW (MIN.) WITH 3'xYxO.1" AL PLATE/WASHER@36"o.c Ff5TENED DOWN THROUGH PANELS AND EMBEDDED 2" (MIN.) INTO AL HEADER SUPPORT BEAM. 7. SPACING OF #8x3/4" SDS@18"IN DETAIL 113-B MAY BE INCREASED TO 36" a.c. IF SPACING OF #12x4" LAG@36" (OPT. 2) IS REDUCED TO 18"o.c. . 8. FOR A-FRAME RIDGE BEAM SPANS LARGER THAN 16' USE PROPERLY SIZED GLUE LAMINATED BEAMS ONLY 9. ENCLOSURES WITH DIMENSIONS LARGER THAN 20'x20' AND/OR ROOf PITCHES OVER 4,12 REQUIRE CUSTOM ENGINEERING. 10. SPACE COLUMNS IN LOAD-BEARING WALLS NO FURTHER THf,N 87' APART. "/" 11. SPACE FASTENERS AT LEAST 2, fASTENER DIAMETER FROM ADJACENT FASTENERS AND/OR EDG -<.,'<.0'< t<!EIV YO -. 12. REPLACE ALL OVERDRIVEN FASTENERS. 'l' 0 lOHN J. 13. USE AAMA RATED fENESTRATION PRODUCTS PER LOCAL CODES. Jj t;: ~. qJ} 14. WHERE USED, ASSUME CONCRETE TO HAVE STRENGTH GREATER THAN 2,500 PSI. f () 15. MITER ALL FLOOR CHANNELS AT CORNERS (OR EQUIVALENT). 16. NOTCH AND PROPERLY FASTEN HEADER SUPPORT BEAM AND CORNER POST. 17 ALL STRUCTURAL COLUMNS TO BE CONTINUOUS FROM FLOOR TO ROOf HEADER. 18. ALLOWABLE STRESS IN f,L CONNECTIONS INCREASED BY 30% FOR WIND LOADING PER AL ASSOCIATION SPECS. 19. WHERE REQUIRED. HEADER BEhM MAY ONLY BE SPLICED AT CENTER LINE Of STRUCTURAL COLUMNS. 20. hUTHORIZED fOR BETTERLlVING DEALER/MATERlf"LS USE ONLY. 21. f,BBREVIATIONS, f,L = ALUMINUM MPH = MILES PER HOUR CBM = CRAfTBILT W,NUFACTURING O.c. = ON CENTER DIAM = DIAMETER OPT = OPTION EMBED = EMBEDMENT PSF = POUNDS PER SQUARE FOOT FT = FEET QTY = QUANTITY H = AL- THERMAL H-STlfFENER SDS = SELF-DRILLING SCREW MIN = MINIMUM TB = TOP AND BOTTOM 4-#8x3/4" SDS SECTION 113-1 for timber wall: for masonry wall: #14x2" Hex@TBi 1/4"x11/2" Nail Anchors@TB ------1- #8x3/4" SDS@24" -- - #8x 3/4" SDS@18' SECTION 113-K ALUMINUM GABLE ENCLOSURE CONNECTION DETAILS 120 MPH - EXPOSURE B (,'(::~~E'- ~ ~ r----2.5"- .~~Ji. : [, I ~l' 1". HJ! t j -!,!- MULLION (ALTERNATE) NO TRANSClM (STANDARD) MAX. I ALL:JWf,BLE ROOf' LOADS WSF COL. i . o'''ADN::' PANEL fREE "FANWr) I (FT) I 6" 8' 10-----1 -~':u t---~iT -- 3S 28 55 14 0 o 0- --0 -0-- v 000 -0 o----T---~ TYPICAL GABLE ENCLOSURE SLAB/DECK -l !-PANEL FREE SPAN-I FRONT VIEW H~~~~R -~-~<=<~yw~<~j=<~<~<; ~ ,.~ CORNER ~. 1 ~ '~ST Ii Ii IB SLAB/DECK -i MAX COL. SPACING RIDGE BEAM SPAN- SIDE VIEW ALLOWABLE ROOF LOADS 4.3"--- '" , -.l MULLION (ALTERNATE) NO TRANSOM (srANDARD) ALLO'NABLE ROOF LOADS (fSFj FlINfl FREE "PAN(FT] 10" ;0[.,---- 100 --'UO--- 100--- 100 W1n110" (RN"IDl rRANSOM r-';,L-LOWABLEROOF LCADSTr'o,F- j- fANELfREESfA.t,(fT) (3' -- B" 10" 100 100 100 pO___ 100 100 DO 98 S8 68 51 ,to ';3 3.2 2::-; \'!!HllS' (BEnn:' IE'/(, TR/'NSOM : f;ii0::- lLLO......A5LE ROCF LODS 1F'~r- :C'l :~~;:r';':; PANEL FRFTSPAN(Fr: ~_f!" leT SO' 10U leX) -- - -- IC.'o-- : ~~fi~~:... ~l_~.l"~i--~ ~. 45~-1 ~L~c~~~jE j 1- 3' -I 52" -i 11.f]] ... nL ~ JT-~~ I 1-3.7-1 MULLION (ALTERNATE) MULLION (ALTERNATE) NO TRhNSOt/ :ST/\N[)N~D) , MAX ---A,LL(-;'i/ilfjL~ ROOF LOAUS (pSF' COl - __ I '~c':I:,(;: P/\~IEL fREE SF/\N (fT] ~ 6' 8'-- -30- I '100 lCO L2.2_L_JOO lCO K%.'t+;~g~ 000 LL?~, ,100 ---i - 100-- -- 96 -- NO TRANSO~ (STANDARD; ALLOWABLE ROOF LOADS (f'SF) PANEL FRI'E SPAN (Ff) (;' 8' 10" 100 I{)O 100 lpO 100 100 li)c) 100 100 100 100 iiJO ISO() 100 100 160 100 - --1.Q0-- 100 -105 _l__~'2~__, 100 \\/ITH 10' (Rf'.F'11 ~ TU\N~<JM MAX -AlUY,Vf,IXF -ROOF L(1NF (fcSf I WITH 10" (RAFID) TRANSOIv' . ~._:;{.~.~'L.L.O "\:-fJ3.LF RO.,.,. CO A_Ds{.eSFl ~f';J'J':; , PANFLFREE SPAN(FT) (H) 6' , 8' - 10' '50'- ------u50 .- 100 100 ~i_C;' 10'0 ~OO -llJ6-- ~-0:3~ _L..JQQ _ ,105_- 1QO___ co;,,-' 100 100 100 ,J~ ___ -:g%~~- ~~_ ,- _ ~~ ',';'In' 1,- '1"I'TfFRilf',','jrrl-JFCfi ---,----- - ----- ;,LL,:-i'.\'hBLEf<CUl,j,rSW"F '''iIIH 1:; (bETTER'.'lt:l'ljTRANSOM I-~~t', ALLO~~E200F LO~,~_(PSF; !"":'I::; U'NELFREFSP;\N(FT] ~~~,' ;__I';')--~-,t~ ~~-~~~ I'" {_-""J_.'1~_~ :-~~i:;:_:_-_ll-~ ~~t- : --fJ-~-- i- - --. --~ ,,-- -'- -- --- i" I -c" ,l~ J'1 -"',-~-----"-',' -- ,~--- , -- I 10 I FLOOR CHANNEL ~ A-FRAME BEAM RIDGE ALLOWABLE ROOF LOADS (PSF) BEAM SPAN PANEL FREE SPAN (FT] (FT) 6' 8' lU F 100 .00 100 8' 100 100 100 ----1a-- ~ioo 100 89 .. -tf-- 86 64 , 51 5Y ~g-'+--- 31 1q~ . 35 20 r- ~ _~.o-__"o;;--"\- r-~~:~\i r II ~ IJ "i . III~ C~ll~:~~I! !. 3.3-! HEADER BEAM =! ~6:~r-ACLo;vABL-E-R0oF Lo."DS (FS_~~_ :'~,~Jw: PA,NEL FP,EE Sf',AN (FT: 1FT) 6' B' 10' 50' UO 100 100 100 100 100 I~;O B3 83 67 "'i' S4 85 6't'~ 4.3 r-33"-----j ~ !!:~i ------- ,------',------' _.- ~'-,------' -------,-"------- FLOOR CHANNEL 'lVfI\X-AUOWABLE ROOF LOADS (FSF) COL .:..- S,ACNG PANEL FREE SPAN (FT) (FT) 6' 8' 10' - 5.0' 100 100 100 55 100 100 100 6.0' 100 100 100 6.5' 100 100 100 7.0' 100 100 100 L...l2._ ",190 100 100 ~ -f~ ~ c ~ ji [_J _ :~lr--~ c~ ' i 3.3"----' HEADEF;.BEAM lAL TERNATE) M.'0::ALLOWABLE ROOF LC,ADS (psr) P/"NELFREESF.A,N(FTi 6" 8' 10 leo 100 IDa 100 100 100 100 100 11)0 100 100 100 100 IOU 98 10t)- 99__ 73 [---32"---1 r D N LL i------5.2" . i CORNER POST NOIW11H TRANSOM MN< ALLOWABLE ROOF LOADS (PSF) COL SrACI~G PANEL FREE SPAN (FT) (FT) 6' 8' 10' 5.0' 100 100 100 5S 100 100 100 6.0' 100 100 100 6S 100 100 -- 100 7,0' 100 .00 -~ 7,5' .00 100 100 --~~lr -0 l\ !~~ .~ rr--l : L~~~J 'L--l I ~ !!! _~ i____ I!il~"l f'oll.. _"IJ l ~ ~! ---3.3"- --I HEADER BEAM (ALTERNATE) ~ l~O\V'\BL_E_~OOF LO~~:,~ :,o"!-,:"L': PANEL FTEE Sf'''N (FT~ ' (FT) 0 ~ I 10' 50' IJO 100. -- 100 :):)' 100 - 100 100 10:;;' - 10() JOO 100 100 100 100 __kJO I NOTES FOR GABLE ENCLOSURE STRUCTURAL FRAMING 1. TYPICAL STRUCTURAL SECTIONS FOR ALUMINUM GABLE ENCLOSURE WITH ROOF PANEL SPANS OF uno 10 FEET. 2. DESIGN WIND LOADS BASED ON ASCE 7-02, uno 120 MPH WIND SPEED, EXPOSURE B CONDITIONS. 3. STRUCTURAL MEMBERS SHALL CONFORM TO CRAFTBILT MANUFACTURING COMPANY (CBM) SPECIFICATIONS. 4. LOCATE COLUMNS IN LOAD BEARING WALLS NO FURTHER THAN 90" APART. 5. FASTENER DETAILS PER CBM SPECIFICATIONS. 6. A.cTUAL LOADS (DESIGN VALUES) ON ROOF SHALL BE LESS THAN ALLOWABLE ROOF LOADS IN STRUCTURAL MEMBERS (SEE TABLES). 7. SECTIONS MUST PROVIDE SUFFICIENT CONTACT AREA TO ACCOMMODATE FASTENERS. 8. ALL STRUCTURAL COLUMNS TO BE CONTINUOUS FROM FLOOR TO ROOF HEADER. 9. ALL STRUCTURAL BEAMS TO BE CONTINUOUS BETWEEN SUPPORTS. 10. MAXIMUM WALL HEIGHT NOT TO EXCEED 81" FOR "NO TRANSOM" CASE AND 96" FOR "WITH TRANSOM" CASE. 11. A-FRAME COLUMN HEIGHT NOT TO EXCEED 12 FT. 12. AUTHORIZED FOR BETTERLlVING DEALER/MATERIALS USE ONLY. CONTRACTOR: QUEENS SCREEN Co. 157 MONTAUK HIGHWAY MORICHES, NY 11955 DWG NO.: em40-sf-120B-a ROJECT: ANOS COREY CREEK LN. THOLD, NY 11971 ALp: NT' (tp (17/"" ALUMINUM GABLE ENCLOSURE STRUCTURAL FRAMING UPTO 120 MPH . EXPOSURE B DATE: 10/25/2006 r SLAB/DECK ~ANEL FREE SPAN~ FRONT VIEW I' (] JL 1 J, ] iD~ ~ ]CI 1 r- 7.3" ---7.3" 1--3-1 A-FRAME COLUMN (ALTERNATE) 9 n A-FRAME COLUMN 1- -I 3" A-FRAME COLUMN (ALTERNATE) 9 FT A-FRAIv'E COLUMN RIDGE f.UOWABLE ROOF LOADS (FSFJ BEAM SPAN PANEL FREE SPAN (FT) (FT) S" 8' _!O: 6" '00 100 58 B '00 9> ~ '3 '0 100 1 "/6 , M 17" 100 6" 28 H '00 74 24 16" 106- 56 20 RIDGE BEAM ~ SPAN I (F'T; 6 8 10' /\LLCWA.BLE ROOF LOADS (PSF) --------- ['!'.NEl FREE SPAN ~FT) 6' 8" -r--1cr 100 "10 106 57 100 100 41 84 34 72 7.9 _1~__ 100 63 L~ 10 FT !',-FRAME COLUMN ~~~1f r-!,LLO',VABlE-ROOF LOAOS(PSF) SP/',N Pf\NELFREE SFAN(FT) (FrJ--S" 8" 10' 6100620 e; 100 - 46 0 10 100 37 0 I 12 96 30 0 ,- 14 82 26 0 16" 71 2.:;:. 0 ___ lOFTf\-FRAME COLUMN I ~~;J ALLO'NABLE ROC)F LOADS (fSF) 'SPAN [CANEL rprE SfA.N ~FT) [HI 10' o 16' 11FT l,-FRAMECOLtMN ~~1.~ ALL6;;ABLEROC:FLOADS (POOr) 'or/IN PANEL FREE SPAN (FT) :rTj iY _8" 10 S" IUO 0 v II FT f.,-FkAMEtGLUflN ~~";;; ~_. .~\~~~,.\:::\BL~!~0F LOADS IPSF) ~~'i:~ I /'ANF:,L FR~ ?~?,N (~:-;b' , i; i 100 0 0 ~- ~~ - --%- ~ 12' 14" - '18- IS~ '1:2 ___--.2__ _~__ 8 1e'- 12" " '6 o --Q..- Q- " o o -~ 60 "9 42- Vfl;.-HJf.lE:OLUIv'N '~f::n--ALI_(I'.\ij,~L~_RO()~:y)AD:S(PSF} i ,rN1 I fANEL frrr Sf AN ifT) Irl ;~ ---I-J lJ /0 0 - 12" 1? 0 I,t i~1 IS" 12 I?Hf\-fU',Iv1FCC:lUMN :-,:" C--E - ALlCWA,BlE r~CCF LG/\DSrr:"r-)--n] :BE!\M__ tt--~1fl';";Lef1=lc;'''n:gj H~," ;;:_ ____ g _ ____~ ! :~: ,*-~-= -- ---~~--I-- g --~ i ~AM ~--------- COLUMN -------~- h;~R CHANNEL ~, ~--- '-- 'I J - I I "- '" TYPICAL GABLE ENCLOSURE A~ \ POST "---~--- T 1 i r-- T I ;j , N '" ! I I 1------3"---: I 7.3"--, -I A-FRAME COLUMN (ALTERNATE) 9FT I,-FRAMECOLLMN ~~?S ALLOWABLE ROCF LC'ADS (f5Fi Sf AN Pf\NEL FREE Sf!\N [Fr) [FT) 6 8 10' 6'- - 100 100 100 8" 100 100 100 10" 100 100 100 12", , .!QQ~':-t--~' 10:0-- 100- --.1~_+--.!QQ__ ,k70 100 _I,?" _I 100. 100 100 .1 L 10 FT A-rRAME COLLMN RIDGE BEAM Sf AN (FT) 6'- B 10' " " " ALLOWf.,BLE ROOF LOADS [r'"F) f,"NEL fREE SfA,N(FT) 10FTA.rrA,ME COLUMN RIDGE A,LLO\VhBLE Roor LOft,DS:r'SF) [)Ef\M I Sf AN , (FT) [----(,;- 6 r'A,NELf'RHsr'AN(rn IU 100 100 100 100 6 100 100 100 100 100 '00 8 10' l:i 12. o G__ 11fT f\-fRAMECCUJtlN i RB-~D?;r-,. -'''';:ACLC Be'e "',L' Coe> 1 isr'N-j PfNF:lfRF:E "f/Nlfr i (FT} ---6" 8 10 1 6" 100 -~-f2- -- <) ~V:---100 ~ "'1 - U I ~i: · :gg - ~~ ---~ --~ 1_'''6.~~ )3iJ ,'_.'~'. __ 0 ! t ~n '_..'2_' II FTf,-f'Rfl.-1FCOlIjMN ~ RIUGF:i ALLO',\-'hBLE R( r;f LC:'.>\[)S:I7C~F' !BEf,M i Sr'AN i [FT', ' """'6-r I/fT A-FRAMECC:LIJMN -------------...----- ~~fj' ~.!:!:~~~BLF ROc'F~~r~~ ~?rl ~"ff,N V/\NEL ITEE' SXAN(r T' HI -S ---~---tIT--- (j IOQ ---iT-- - D- B" 7~, -0 0 It) "-~---O- 0 ----,--z-- 4.') ~-o--- 1~t 4--=------~-- 0 16 __~6 _ 0 - 0- NOTES FOR GABLE ENCLOSURE STRUCTURAL FRAMING 1. TVPICN STRUCTURAL SECTIONS FOR ALUMINUM GABLE ENCLOSURE WITH ROOF PANEL SPANS OF UPTO 10 FEET. Z. DESIGN WIND LOADS BASED ON ASCE 7-02, UPTO 120 MPH WIND SPEED. EXPOSURE B CONDITIONS. 3. STRUCTURAL MEMBERS SHALL CONFORM TO CRAFTBILT MANUFACTURING COMPANY (CBM) SPECIFICATIONS. 4. LOCA, TE COLUMNS IN LOAD BEARING WALLS NO FURTHER THA,N 90" APART. 5. FASTENER DETAILS PER CBM SPECIFICMIONS. 6. ACTUA,L LOADS (DESIGN VALUES) ON ROOF SHALL BE LESS THAN AI,LOWA,BLE ROOF LOADS IN STRUCTURAl MEMBERS (SEE TABLES). 7. SECTIONS MUST PROVIDE SUFFICIENT CONTACT AREA TO ACCOMMODATE FASTENERS 8. AU STRUCTURAL COLUMNS TO BE CONTINUOUS FROM FLOOR TO ROOF HEADER. 9. ALL STRUCTURAL BEAMS TO BE CONTINUOUS BETWEEN SUPPORTS. I:'.rr/,!r:f;/E ((JLl!Mr-J irTEiS'Ei .'-,LI.,::",":f.l3I.f r ',.')r L,:,",r6Ir"'r', IBFfNI I '~\'f\.N ' :(rfl f ----,--- f--{: 10 12 " .16" ROOF PANEL ~ --Q ~_7 I A~ ....--- -~~ ~/~- i. SLAB/DECK _ MAX. COL. SPACING RIDGE BEAM SPAN SIDE VIEW 1- l~~, -I I A-FRAME COLUMN (ALTERNATE) 9 fT A-FRAME COLIJMN ! ~~~J AUOWABLr ROOF LOADS [fSF-1 SPAN PANEL FREE 5fAN(fr; (rr) 6" 8" 10" 6" 100 100 100 8' 100 100 100 _Ii/ 199 _ 100 82 12' 100 100 ---68--- 100 !QQ 58 - - IlX) 100 - - -=~__~Q.__ ---93" ~.". - ''''-' 1---3.7'-1 A-FRAME COLUMN (ALTERNATE) 9 FTA.FR,AMf COLUMN RIDGE ALLOWABLE ROOF LOADS WSf) BEAM SPAN PANEL FREE Sf,AN(Ff1 (FT) 6"-- 8' i~ 6' '00 >00 -;,- '00 >00 5'1 '0 , '00 '00 " :~:+ m 89 3'1 100 76 32 16" m 66 " 10 FT A-fR,AME COLUMN RIDGE ,ALLOWABLE Roor LCADS WSfj BEAM SP.AN fANEL FREr Sf AN Iff) (FT) 6' 8 lei 6 m 8' 0 B .00 6' 0 ,0- m '8 0 " >00 40 H 95 " Q - -'-6-'-- -83 :-'9 " 11 FT.'\-FR.AMECOLUMN ~~PJ~~~~V,ABLE ROOF LO"DS ~~'~f) SP.AN i fANEL FREF: Sf AN [FT) (FT1 6" -8 10' 6" J___~O.9 14 8 I 92 0 - i~:- + ~~-- g 14" 52 16' 4f:' o co o 1:-' FT ."-FR.^.ME ~nLIWN RIDGt:1 .ALLO','V,ABlF ROOr-l(It',DS':f5f-J ~~.~~ ~ r'.ANEl FTEE Sr'A,N :Hl-- (rT) 6 ,-)' ~' 6' ~~ g-+---c 30 ~) --1_-----'2.. 25 :) ~ 0__ H" 21 0 11fo'- J? --------0- 11. N BY: CJJ ALE: IjTS / /fJP7(1Il I -I I' --9.3" 1 I ~ '" 1 1 ~ A-FRAME COLUMN (ALTERNATE) 9fT A-Ff;,AMECOLUt.1N ; ~~[~"LLOIV"BlE ROOF LOADS (I'SF) Sr'AN P,ANEL FREE SfAN(FT) (fTI S'" 8- -10-'-- -- <) 100 100 8" 100 100 10" 100 100 86 V - 100 100 100 no __-.JOO 100 _23___ 10 FT A-FR,AMt: COLLMN 1-R![)(7E .ALLCW"BLE t~C'OF LOADS (r'SF] IBF:AM I SFA~I F,A,NEl FREE SfA,N (rT) (fT: 6" 8' 10' -100 . 100 "'''' 100 100_ _21 100 31 1,) 100 7:; 15 :gg t- ~~ \; \0- 12" -j-4' 16' 11 f-I'\-fR'\ME" ::'LIJMN ~-~AG~T-AlL(:;;iABL-E ROOf lCADS (PSf~! I SP~,N i f.ANEL rRETSI'''N\rr:: (rT) 1 6" ~..8"-.. -'----.0'. (0' +~1_ 48 :.... Q_._~ 8 ~g6 i~!g: >00 I j<:J." ~;;- 10 81 I~ fr .t,-rR/lt-IE ~OLIJMN ~~p~ I' - -::-~~~~~~_~?R()cY_-0~~DS (r-'SF) ',I>.~,N P'-\NEL FTEE :cr"N(FT) _~~:; -t IS,~---T---~"- -1 Ig ~~:r-~~ - g : --- g ---~ ----,-;rI~--- ~ I",;' t- 39 ~__---.:...__9 CONTRACTOR: QUEENS SCREEN Co. 157 MONTAUK HIGHWAY MORICHES, NY 11955 DWG NO.: em40-sf-120B-a a-frame column DATE: 10/25/2006 ALUMINUM GABLE ENCLOSURE STRUCTURAL FRAMING UPTO 120 MPH - EXPOSURE B A-FRAME COLUMN