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Home My WebLink About0124407-Building r.. , -5 '/:..;:0 OSHKOSH ON THE WATER Job Address 40 E WAUKAU AVE CITY OF OSHKOSH No 124407 BUILDING PERMIT - APPLICATION AND RECORD Owner MARC H OL TRA Create Date 04/25/2007 Designer Contractor OMNI WINDOW & DOOR INC Category 111 - Single Family Addition Plan Type . Building o Sign o Canopy o Fence o Raze Zoning Class of Const: Size Sq. Ft. Sq. Ft. Sq.Ft. Rooms Height Ft. D Projection I Unfinished/Basement Canopies Finished/Living Bedrooms Stories Signs Garage Baths Foundation . Poured Concrete 0 Floating Slab o Concrete Block 0 Post o Pier o Treated Wood o Other Occupancy Permit Flood Plain Height Permit # Dwelling Units o # Structures o Park Dedication Use/Nature SFRI 15' x 40' sunroom* off the rear of the house. The framing for the floor will be installed where there is currently an existing deck. An of Work existing octagon shaped deck will remain and have the decking replaced. HV AC Contractor Plumbing Contractor Electric Contractor Fees: Valuation $46,500.00 Plan Approval $0.00 Permit Fee Paid $229.00 Park Dedication $0.00 Issued By: ~ Date 04/25/2007 Final/D.P. 00/00/0000 D Permit Voided I Parcelld # 1417140000 In the performance of this work I agree to perform all work pursuant to rules governing the described construction. While the City of Oshkosh has no authority to enforce easement restrictions of which it is not a party, if you perform the work described in this permit application within an easement, the City strongly urges the permit applicant to contact the easement holder(s) and to secure any necessary approvals before starting such activity. Signature X. /')Y\~ n ~ Agent/Owner Date x , ~ -2.S-o'7 Address 40 E WAUKAU AVE OSHKOSH WI 54902 - 7253 Telephone Number To schedule inspections please call the Inspection Request line at 236-5128 noting the Address, Permit Number, Type of Inspection (i.e. Footing, Service, Final, etc.), Access into Building if Secure (how do we gain entry), your Name and Phone Number. Unless specified otherwise, we will assume the project is ready at the time the request is received. Work may continue if the inspection is not performed within two business days from the time the project is ready. g;1 lj I 17T .. I I IY 7l/. ----' ~ /~/~ IJos t I'~/ /. /,0= H71_M.j7 .r rn. 1'''' (....-,; c/ brd~" /1 ?o J 1/1;1/ j ~:) ( 1% NAIL OUTER PLYS TO INTER - PIECE W/ 16d COMMON NAILS @ 15' o.c. TOP & BOTT. OR EQUAL BOLTING. I L ima SECTION 1/2 "=11.0.91 SIMPSON JOIST 2x BEAM HANGER ro, i' i� i� (3) 2x8 HEADER BEYOND SIMPSON JOIST HANGER -T'P. 2 x —TYP . 4 i -0 �, 2x8 BEAM HANGER 5x6 TREATED �+ 1 �ECTION (3) 2 x8 6x6 TREATED WD. POST KEEP STONE BELOW TOP OF CONCRETE PIER SO AS TO KEEP POSSIBLE MOISTURE AWAY FROM SIMPSON CONNECTOR & WOOD POST. GRADE COLUMN ANCHOR 80 CONC. PIER W/(1) #4 BAR—TYPICAL 12" x 8 CONC. FOOTING - TYPICAL FOOTINGS TO BEAR ON VIRGIN CLAW SOILS BEARING PRESSURE REQUIRED IS 2500 PSI = .OWNER OR CONTRACTOR TO CONFIRM THAT IT IS PROVIDED. f �r V Li M CL i r 2 x4 TRREATED LEDGER @ HOUSE PROVIDE GALVANIZED HANGERS FOR 2x8'S' W USE NAILS SPECIFIED BY SIMPSON.—TYPICAL 3 o RAMI ING PLAN 1/2 w Z lo... EER REVIEWED 2x8 FRAMING & FOUNDATIONS V HOT TUB ONLY. OTHER PORTIONS OF --CT NOT REVIEWED. - �--. BEAM ABOVE 1 `l� cs� f 8 "� C NC. PIER W /(1) 4 BAR— TYPICAL 12 0 x s" corvc. FOOTING — TYPICAL 0 I d - 4 0 „ � J ! E 4 — 3 1 2 4 , 3 1 2 4 NOTES. i ALL WOOD SMALL BE TREATED SPF #1 OR #2 FLOOR BELOW HOT TUB DESIGNED FOR 105 PSF UNIFORM LOAD. HOT TUB MUST MIDST LOAD FOUNDATION PLAN 1 1 Orr 5 --0 BEAM ABOVE I 0 Z F-� (A fl Z Lli FOUNDATION PLAN 1 1 Orr 5 --0 BEAM ABOVE I 0 ~PR~24-2007 10:33 ,. 'I I ! THE SUNSPACE GROUP , ... ....... .. - ~ .. - .. - .... ....,. .-- . 905 987 4337 P.01 Customer: Omni Window and 0 or, Inc. Tag Name: mark Page 1 of 4 Order Date; Apr 24 2007 Room Specifications - - - - Projection x 39' 6" Width Floor Specifications S~ hA'lO.,..:iT. Thickness: 4-1/2" Ledger: 311 Sides: 1-1/2" Front: 1-1/2" Joint: 0-3/4" Floor Has Metal Vapour Barrier Roof Sr?ecifications '(J1~O t ---~o 7 "r t) , ~"lS LPl '"i ()....rr Roof Type: "t f; Interlocking pt/.. ).fJ';.QT I' ; , ~ x 1 lb x 0.024 Panel Color: White Gutter Color: Driftwood Stripe Color: nla Downspout Color: Driftwood # of Downspouts: 2 Fascia Installation: No Soffit Size: Skylights: No Fan Beam: No Room Style: Room Type: Backwalf Height: Frontwall Height: Framing Colour: Int. Wall Colour: Ext. Wall Colour. Kneewal/: Transom Style: Cut Pitch: Windows and Doors Room Layout Studio Model 200 126-3/4" Incl. R90f 98-3/411 Incl. Roof Driftwood Driftwood Driftwood 7" Solid Panel Solid Panel Yes I 1':; ) ~ - 7-- ~ S j , ~ t;$ I 3 5 f " .' f ~~ >I I , oJ I ~ i\ , 5 ... 0- :1 },- lP- 7.< &.{" 'i iJl Roof Layout - 11- j .:)' !t x ~ i-~ r!:: if"" - /I..... , !!..,- - - ....rt. -J. ::r :;- - .)c ~ ~ ~ x. ~N 'x ;- - N - k l/J_ - '- ~ ......'W2"'=':=~ ,. ..,.::. r , . .. . - 1 ~ .. .c " t=.:.l ._"110:' lJ 6 5 8 Stj.,' \' , 4' 10 S \' 01... ~ Pr "!>"b \'\ \ Q .N i\ L -rH.-e:fU."~ D et...1'C. ~L-au^- ~ I ). 1 I Lf x'o )(" ~ 'L w) V A-?O -.)f', B>;p..lL~ It..T"l. 2- ~ Window Type: Window Color:_ Villyl Th IL. Total of3 Doors: Front Right contains a Vinyl 4 Track Cabana Door LHH, Outswing , 7" KneewalJ, A tique Brass Hardware Front Left 1 contains a 8 Foot Patio poor Right Wall contains a Vinyl 4 Track <Cabana Door RHH, Inswing, 7" Kneewall. Antiiue Brass Hardware Spring Driftwooq Ch~c:l1 > . APR-24~2~07 1~:34 THE SUNSPACE GROUP '. Customer: Omnl Window andol.or. Ine. Tag Name: mark Page 3 of4 Wall Specifications Front Waif 2 905 9874337 P.03 Order Date: Apr 24 2007 ;/.' A" j)J,Z wt/tL i . J.~.5S C17 450 Comer F18 2" Solid Wall W19 55" x 79" Spring W20 55" x 79" Spring F21 211 Sand Wall C22 450 Comer T r 90.3f, I ~-3/4" 1,7 W19 W20 ~&3If':. {;-- Front Wall 2 120"----4- Front Left 1 C22 450 Comer F23 2" Solid Wall 024 Vinyl 4 Track Cabana Door W25 36-5/8" x 72" Spring F26 2" Solid Wall C27 450 Comer r <<- 1 ~ 106-3/4' 98-314" 1 ~ 024 _ ~/l Front Left 1 84-7/8" ~ Front Wall 3 C27 450 Comer F28 2" Solid Wall W29 37-7/8" x 72" Spring W30 37-7/8" x 72" Spring W31 37-7/8" x 72" Spring F32 2" Solid Wall C33 900 Corner . T 98-3/4" l7 <<- <<- 1 {9 98-3/4" . I 7~L W29 W30 W31 C~3' Front Wall 3 128-3/4"-4 il ,;: O)h /\AAa~. '--_07 I yq 0 '/--- 'l,) ~ ) 1<./ g c;, :I 1+ ~PR-24-2007 10:34 THE SUNSPACE GROUP 905 987 4337 P.04 - - - .. -. .. ... .. ndDo pr, Inc. Order Date: Ap Page 4 of 4 T <<- off, ~ 98-3/4' 1. ~ 0 x .... :;33 W35 D36 W37 c~ ., Right Wall 180" " .. .. Customer: Omni Window a Tag Name: mark Wall Specifications Right Wall C33 900 Comer F34 2" Solid Wall W35 34-7/8u x 72" Spring 036 8 Foot Patio Door W37 34-7/8j. x 72" Spring F3S 2" Solid Wall C39 900 Comer r 24 2007 122-3/4 n rl 9.1 'j ,~PR-24-2007 10:35 , . ..--- . . - ~~ :l C')C') (,) . I ~('i) NeD 'I"" - - - :t:t ~ c?'? N~ NOl ... g ~~ crJcrJ IX I I i= ~fi ..... :m 7ilJ :e ~c:: GI fd e ::J;; CIlLL. o z - tn W 0:: ::J U) 9 o z w ~ :i ::J C o :E w o ~ tn Z :J U) -l: C'G e u .e ..: o o Q "C C (a ;c o "I:S C ~ 'r: e o "D g ~- 'C ~ 0'3"0 .- "C ~ "gc B;iiE O~.. c ... D. N_(/) r::'"' ~ Q o >< ;S tti .. .. $!; ... '" .. .0 ...;..: ... m -~CC.N F- Q r-:>' .- E" ,...F-Cf.l =-g:s'O'O g ro._ 0 0 Q cr.:~S:On::o:: . ~ .... M ;~ t.)( 0;. ~ J~' ~ ~ '4~. j.. ,.", s::: rb '. . , 10 . , , tJ) @ ..... M J,L,:!i ::!Eu. ~ .9 n: I "0 en ...... =' U l.I. . ~. ~ '. .u ~a 11.,. N ..... c (:) N ~ .. n. c( k:! .... M S ~(,) . ON .... 10 j tJ) I: ~ ~ CD ..... . e or- . ..... Cti CD .r: >. ~ u m c ::s ~ - ~ , Q. l>> :;; !!2 .c 0 ~ "'" =.r ~ .c I (.) co <? :J - C\l ii: ~ .... ~ 0.. I . ~ co .... m THE SUNSPACE GROUP $ .... 905 987 4337 u.::!E b C) .... , t:: ~~ ca... "8 u;. co Cl c a. en , (;; ~ ~~" w)'. ~I€ ::;;;r; "=" l'J @ C\l .4'. IJ.. :E. I tr.I ~ M l..l ~8 ....... I&. I:: t:~lID.'~ j :t ~ J.l 20 u... N :E IJ.. ~ !II C !II ..a a~ g !! '0. f- ". 01 ..,. ~ ~ o /Ji >, ..... .u ~ u. .... ",::a c;~ ,..JID .~... ~.. ~ ~ i~, .... '~ ~ @) \. '!;l ~ N \" :E tt ~ ~ ~ u. .u ~a 1.1.. N it 0 .r::. U) . r-.. SE ... N 0 ~ ... I N j! ... , In m ~ J:: tJ) o o C 111 r: , III " .c " It)m ...0 Q1j ~ "I:l' 's:. l: 5 . ,/' ..~ ~,,'J""'''' ~ ~ '1.1." ". '. .. ,.. ~ ...0 ~ ~ 11.., N or- :e ~ ~ ,J, u. 0 Q c ..c .... ... (J) , I ~ N m 1.1. ........... ~ .... P.05 "C ~ U) a. - e lL ""- {j ::s :... 5 ~ CP ,.. 0 .... .... .... C"l C"l 'f"" ..... C - ..... j! :l ..e ~ 0 j 0 Co) a ,,: .c (.) e 'C e .c .l: I! I- u 0 ...J 0:: I- go : 0 III :g .. c CIS Q t- el j % r:: 0 0 III ! Co E :.;:; C .D Li: dJ ! .3 CIS IU ~ = en a. a: (.J CJ N Q ~ .... ,J, c .... '5l 1ti - Co E o f.) .. ~ jilJi U QQQCC ~ co GN""'('I')~"t C o :;:: i ee u lDG) UI m eEC "C Q QO(5e"5 1: (.)(,,) G) =sO E <IS 0 0 - 1ft -lOc._ I +=i (/) '\I' Cb U. ...I , ,'I I i I I I I I APR-24-2~~7 10:35 THE SUNSPACE GROUP 905 987 4337 P.06 . ::1:.J :.T'J~:::i ."i.....f ... ..c.".'....,. .."i .... ,: .."." ,.:". f ". ",. ,,:,,:...(.: ,,~:= r:::r:::t:.:;:::c:.LJ:L:r:r:: , . 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"r .....f....r.... .....[...)71[.... .t""r' ...t. .r.. ..t.....t. u.....t..Xf.....f.Q....f.....r.... . Jo\,. ...J,.. """ ~. ...........,......................... .........,.. . .t:J.. ~ '. . . v. (.J... ", I , I I I I , . ..... .. ..............._.t'"~........_. ....,.......... : : :: ':..::::; ::: I '.: : : : I : -.L.!.., . .....~A~.d::............ .....L..........~.....~.....:.....L..: :: ;:; i : i : : ; ([: :....;r: QO : ..., L'!f:(! ....~ .... -/....!".. .f.... (.J 1" r:::cr:I :::r::r::r:::r:::; :::: r T:::L:::i~r:~~r::r::L::r:. ...--r.g.rtrEr:........... .....".............. .................l...t.~z-V..,;~.~ . . . : : : : -u.J: : O. , , . . , . .0 : . : : : : I . , , . , '. ::::""" ""r"T'" r"'FD' "-T"T'"r''-r''' '.{....'[.... ~.....t""r ..1..*..t...t.....1..... '" ..t. ...t... ..t.....( ,.. 'f' ....f.....f.....f'. "'f .....f "'- ...., ....'.. ".. m ".." ..... '''......... .....,.... ....."..' .."...' s;/" '""""". ! ~ 1 [11 ! i 1 1 : i T" l' '('''1'' ['..-r....: "'T ...f...T....[....'[....r....r....r-...r-...f.... TOTAL P.06 Shed -.....~.- ",. ';:;;' \;:.,..... ...;;.../' .",;.;;."..'t:JiIc~l';'\%'Il'.{~I9W~~"""".4...' ~<!;iIli1il'~~ . . 1698 Baseline, Road West . Courtice1 Ontario. L 1 E 287. CANADA 1 800 755 3365 ENGINEERING DATASHEETS "Commercial Confidential" " ! \ / , I , " I A-' . ~.-7,' ......-...... .", / .1:;!" ~~.~..., '., ,','. I' . :' / ftj\g\. ...... R.E.L.(Dlck) Seal, P.Eng. . . :,." t..... . . i : &:r..,..-t1\'): . Port Hope, Ontario. .' . ~ ,\ ~~: J". ..... 1':7'.'. . : '\ \"'1 '.~";':";"J '\'\:' I CANADA \. . !.... . ~._~. ..'\ ,..".." . . ,!'~.. -.' ~ \ 1 905 885 4349 [ ""iF. 1. ~"",l PEon'} _ ~ FALL 2000 3" thick panel 4" thick panel Dead Load (psO 1.162 1.246 Uvu Load (pst) MAXIMUM SPAN for U180 c:a:u:crION 10 1'6' - 10" 20' -4" 26'- .,. 20 13' .. .,. 16' - 6" 21' - .,. 30 11'-11" 14'-6" 19' - 0" 40 10'-11" 13' .. 3" 17' - 4" 50 10' .. 2" 12' - 3" 16' .. 1" 60 f! - .,. 11'-7" 15'.. 2" SUNSPACE MODULAR ENCLOSURES 1"698 Baseline Road, W., Courtice Ontario L1 E2S7 Canada 1-800-755-3365 ~i~'.' OMNIwtNooW&OOOR !HO, ,.' ....6. I::"'W: ~or::r::1\I \1 Al I ~ ~f) 32'011 28'0" 24'011 c o :;::; () <D 'ID "0 o co T"" :::J 20'011 l0- a - Z <( 0.. en X <( ~ 16'0" 12'0" .--- '. '<.,...1' ~ PAGe3 Or SNAPLOCK 48" WIDE SANDWICH PANELS AI. skin .032 thick with foamed plastic density 1/b/cu.ft. (Non-residential) ~ OMNIW1NDOW&Doo . ~i;!' 5g%St~t1~Lf1jJfc;. 1. Dead loading is included in SP,an Table. 2. Spans determined for U180 deflections to CAN3-.s157-M83 "Strength Design in Aluminum" 3. Standard Panels are 0.032" Aluminum skins sandwiching Foamed Plastic core of 1 Iblcu.ft density. . 4. loadings have been varified to be below the UltirnateLoad range permitted. 8" thickp Cif)e/ 6'" thiCk PCif]e/ </" thiCk . Pql]e/ 10 20 60. 30 40 50 LIVE LOAD (Ibs/sq.ft) /// " / 8" thick panel 1.579 32' -1. 26' - 1" C of A # 0131003 23' .0". 21'.. 0" 19'.. 6" 18'.. 5" . R.E.L.Seal, P .Eng. P.O.Box 132, Port Hope. . Ontario, L 1A 3W3 Canada'. TeVFax:905-885-4349 Oct 1 S'20CXl MUST BE SIGNED r--' ...--.. ~--""" ;." I ,"', ,.v' 'WASHINGTON WEST VIRGINIA WISCONSIN WYOMING SUNSPACE MODULAR ENCLOSURES 1698 Baserme Road, W., Couriice Ontario ,L 1 E 287' Canada 1-80Q..755-3365 R.E.LSea/, P.Eng. P .O.Box 132, Port Hope, . , Ontario. L1A 3W3 . Canaqa. , T elIFax: 905-8854349 . Q;t 1S'2O:Xl PAQ,IlL( OV ~MNI WlNDQW & DOOR; me. . ~715 GREEN VAll..EY RD ;' . E; q OSl}KOS~/!VI S4004 " .dL CdA'01~1c:m .~ .,,~~ ~~R.E.LSfJL m & f MUST BE SlQ.ED. 'I "--, Contents: '"..,;.,/ Section#1.-General Certification General Certification Contents Index United States Certifications Section #2. - Roof & Wall Sandwich Panels. Section #3. - Open Patio Roof. . Section #4. - Flat Roof Enclosures. Section #5. - Gabled Roof Enclosures. Section #13. - Construction Details Section #7 . - Flooring (later) Appendix "An - Design Loading . SUNSPACE MODULAR ENCLOSURES '1698 Baseline Road, W.,Courtice Ontario L 1 E 2S7 Canada 1-800-755-3365 . R.E.L.Seal, P .Eng. P.O.Box 132, Port Hope, Ontario. L1A 3W3 Canada. Tel/Fax: 905-885-4349 Oct 1512cXXl Section #1 Contents Index PftG E (j' QM~~,!I'.!!~~.~ l?9Oa.m ~./~ Cd A#0131003 MUST BE SIGNED .~ . . SUNS PACE MODULAR ENCLcrSUF . I oF- Toll Free: 1698 Baseline Road, W., Courtice . pAGE to 1 800 755 3365 Ontario L 1 E 287 Canada Ik...__ OhlNl WINDOW 57J?~~EEfj ~Wo. ,..;h. GENERAL CERTIFICATION 1. This document has 7 Sections & 1 Appendix and replaces all previous issues. 2. The designs detailed herein comply with the structural requirements of: Parts 3, 4 & 9 National Building Code of Canada (1995) (N.B.C)1 and Parts 3, 4 & 9 Ontario Building Code. (1997), (D.B.C.), which include CAN3-S157 -M83 "Strength Design in Aluminum" (1983 as amended) CAN4-S124M "Standard Method of Test for the Evaluation of Protective Coverings for Foamed Plasticll. within the limitations specified herein. 3. For application in U.S.A. jurisdictions see Section #1 Page 3. SUNSPACE MODULAR ENCLOSURES , CotA#0131003 , P.O.Box1321 Port Hope, Ontario. L1A3W3 CANADA TeUFax: 9058854349 R.E.LSeaI1 P .Eng. Professional Engineer Copyright 2000 Ref: 12038 'Rev: Date: October 1512000. MUST BE SIGNED ----- PfjG f "7 . . ; '-.......:/ ~ MAIN STRUCTURAL ELEMENTS (See Section #$ for Contruction Details) OMN1WlNOOW&OOOR INC. . &. 5715 GREEN VAllEY RD L_ OSHKOSH, WI 549C4 ". .'. . REFERENCE TABLE & . TERMINOLOGY DEFINITIONS FLAT ROOF ENCLOSURE ~eight 2" or 3" wall panel 211 or 3" mullion 2" or 3" comer post live Load (LbsJsq.ft.) The span of the Top Cap member is notliroited provided a close fitting wall not greater than 24" In depth is installed. 10 psf. 20 pst, 30 pst. 4Q pst. 50 pst. 60 psf. 8' 0" A. A A B B B 10' 0" A A '8 B C C --- .12' 0" A A B B C C S CJ) 14' 0" A B B C C 0 c ca 16' 0" A B B C 0 0 To ~ REFERANCE TABLE: of: Q) 18' 0" A B 8 C 0 ,0 <3 ~ Roof m:span tn owrhang in feel 2 . Enter T A from left column at the r\OlIl'B:ll + 20' 0" A B C 0 0 E + Ovarhang value. c 22'0" . A B C 0 E E 3) !Wad ~ ~- G) In coIuI)1n shcNing ca neara:st live ~ ng U3ed. . 0- w 24'0" A B C 0 E E 4) Record GI"OUp found for IatBr 1M. "ij) c 26' 0" B C C 0 E F ca a. 28:..0~ 8. e 0 E E F - 0 C of A # 0131003 0 30'0" B C D E F G 0::: 32'0" B C 0 E F G TABLE #1 - Root ~pan & live Load Grouping SUNS PACE MODULAR ENCLOSURES R.E.L.Seal, P .Eng. P.O.Box 132, Port Hope, 1698 Baseline Road, W.; Courtice Ontario',. L 1 A 3W3. Canada. . Ontario L1E 2S7'. Canada T eVFax: 905-885-4349 . . 1-800-755-3365 MUST BE SIGNED . section #6. Construction Details Aluminum Skined Roof & Wall Panels. Pg. # 1 of 8. 1+1t '~., ""- J I ) r I f ~~ . . SNAPLOCK Sandwich panel Aluminum Skins . 024"/. 032u Foam Density 1 & 2Ibs/cu.ft. Thickness 3"/4"/6"/8" Non-residential Roof panels & Wall panels I , ) i I Sandwich panel Aluminum Skins .024"/.032" Foam Density 1 & 2Ibs/cu.ft. .Thickness 2"/3" Non residential Wall panel~ L......................~...............IQ . .' .... Zf?) '. LAPLOC Sandwich panel '. . Aluminum Skins .024" Foam Density .11/2 Ibs/cu.ft. 7/16" osb thermal barrier Thickness' 3"/4"/6"/8" . Residential Roof pa,nels & Wall panels CofA#0131003 '. SUNSPACE MODULAR ENCLOSURES '1698 Baseline Road.W~, Courtice Ontario L 1E2S7 Canada 1 ~OQ-;755-3365 R.E.L.Sea!. P .Eng. P .a.Box 132, Port Hope, . Ontario. L1A 3W3 ..Canada. TeVFaX: 905-885-4349 Oct l&'2COO . MUST BE SIGNED "- "-- Section #6. Construction Details Details (1). 2 - 2 X 6, EXISTING HOUSE \" EXISTING HOUSE _A A Pg. # 6.of 8. 2-2x6 B B C C P;:JJ ~ dJ .~ B B TYP. .GABLEDROOF PLAN . TYP. FLAT ROOF PLAN existing wall frame existing wall frame AI. channel 1/211 x 6" bolts @ 24" o.C. roof panel AI. channel / #8 TREKS @ 12" o.c. roof panel -2 - 2 x 6 bolted to wall frame with 1/2" x 10" lag bolts @ 48" o.C. brick TYP. SECTIONS "A ~ All - 2 - 2- x 6 bolted to wall frame With .112" x 10"lag bolts @ 48"o.c. #8 TREKS @ 12" o.C; . AL gutter a. .. roof panel I I ~- . #8 TREKS @-12" o.C. CO( A #0131003 . AI. valance ~ roof. panel SUNSPACE MODULAR ENCLOSURES 1698 Baselioe Road, W., Courtice.. ontario L lE 287 Canada. 1-800-755-3365 R.E.L.Seal, P.Eng. P.O.Box 132, Port Hope, -- Ontario. L1A 3W3 Canada. TeVFax: 905-885-4349 _ MUST BE SIGNED \.......-'i 3'~ dia washer with silicone sealant and#10 S.M~S. x 4" @ 24" o.C. "- .~ top cap r::: CtI i .42) ;t:: Aooring & Foundation Support to Site Specific Building Plans . bottom channel TV? SECTIONS . liB - S" Slhf'4~~ Aluminum ridge cap ridge beam Roof Panel #8 TREKS @ 12" a.c. . capped post TVP. SECTION "0 - C" SIwtlt..Af\; SUNSPACE MODULAR ENCLOSURES 1698 Baseline Road, W., Courtice Ontario L 1 E 2S7Canada . 1-800-755-3365 RE.LSeal, P :Eng. . . P .a.Box 132, Port Hope, Ontario. L1A 3W3 Canada. Tel/Fax: 905-885-4349 . Section #6. Construction Details . Details (2) Pg. # 7 of 8. . c ct A # 0131003 MUST BE SIGNED .~..-.~ "---" .v Section # 6. . Construction Details Details (3) Pg. # 8 ofB. 2 - 2 x6 bolted to wall frame with 1/2" x 10" lag bolts @ 4811 o. c. Ridge Beam 3 ;. 2 x 4 capped post bolted to rim joist with 1/zI' x 10'! lag bolt. brick TYP. SECTION @ 'nil Flooring & Foundation Support to Site Specific Building Plans Floor S stem Sf.... re>.~NO .;::tOOA.. ON ;J-SToif!i' 31- .s~;(')' ""'l..t. 2 - 2 x 8 plate bolted to foundation.wall with 1/2"x 8" bolts @ 48" o.C. S1M I ,-,,4~. (;_ ,,000Y IAls7A(..(, 'SHOWN c.-v . $~,S7/.A1a J_Slo;tY HOMe) . CofA#0131003 SUNSPACE MODULAR ENCLOSURES 1698 Baseline Road, W., .Courtice Ontario UE 2ST Ganada 1-<300-755-3365 RE.L.Seal, P.Eng. P.O.Box 132, Port Hope, Ontario. UA3W3 Canada. TeVFax: 905-885-4349 Oct 1S'2000 MUST BE SIGNED .'.~,......" ~.I Double OSS Panel N.B.C.lO.B.C. P~lfts 4 & 9 Spans -_.1."'- ..... Pg. # 2 of 3. Maximum Span for 1/100 deOection: Total Uniformlv Distributed Load (Live + Dead) Panel 10 psf 20 psf 30 psf ~ 40 psf 50 psf 60 psf 70 psf Size . 4" 22'0" 116" 15'3" 13'10" 12' 10" 12' 1" 11' 6" 6" 28' 11" 23'0" 2(1 I" 18'3" 16' 11" 15'11" 15'2" 8" 34'6" 214" 23'H" , 21' 9" 2fJ 2" 19'0" 18'0" 10" 40' 5" 32' I" 28'0" 25' 6" 23' 8" 22'3" 21' 2" Spms for non-listed Lows use next higher value. MaxiInum Span for 1/240' deflection: - Total Uniforml Distributed Load . Panel 10 psf 20psf . 30psf ~ 40psf 70psf Size 4" 2CJ 0" 15' 10" 13' 10" 12'7" 11' 8" 11' 0" 1(15" 6" 26' 4" 2r:J 10" 18'3" 16' 6" 15'4" 14'6" . 13' 9" 8" 31' 4" 24'10" 21'9" 19' 9" 18'4" 113" 16' 5" 10" 369" 29' 2" 25' 6" 23'2" 21' 6" 2(13" 19' 2" s~ for non-listed 1.;o00s use next higher value. Maximum Span for IJ360defle~.'!ion: Total Uniforml Panel 10 psf . 20 psf 30 psf ~ 40 psf Size 4" 116." 13' 10" .12' I" " U'O" 10'3" 9'7" 6" 23'0" 18'3" IS 11" . 14'"6" 13'5" 12' 8" 8" 27'4" 21' 9" 19'0" 17' 3." 16' 0" 15' 1" 10" 32'1" 25'6" 22'3" 20'3" 18'9", 17' 8" Spans for non.,listed Looos use next higher value. 70 psf 9'2" _~h 12'0" 14'4" 16"9" CctA#0131003 SUNSPACE MODULAR ENCLOSURES '. 169SBaseline.Road, W., Courtice Ontario L 1 E2S7 Canada 1-800-755-3365 R.E.LSeal, P.Eng. P,O.Box 132, Port Hope, Ontario. UA 3W3 Canada. Tel/Fax: 905-885-4349 MUST BE SIGNED ~, UOU&J.v ... ...1J . "'llvl N.S.CiO.B.C. Parts 4 & 9 . Floor structure . '-..../ ~. TYPICAL INSTALLATION Pg.# 3 of 3. ~ SUNSPACE .Modular Enclosure ~~ ~ /. _.. ... .... ..... ,..... ......... . .. .. .. t .. .. .. .... ,. -# 2 - 2 x 6 tagged to wall. ~ .. ..2 x 6 framing * ~xc.{ oil t{";1'l?AC"-' aC()~5 . C.of ^ # 0131003 SUNSPACE MODULAR ENCLOSURES 1698 ~aseline Road. W" . Courtice Ontario' L 1 E2S7 Canada . 1-800-755-3365 R.E.L.Seal, P.Eng.. P.O.Box 132. Port Hope, Ontario. L1A 3W3 C~nada. TeUFax: 905-885-4349 COpytlght20C(l MUST BE SIGNED '--'- ,--, DESIGN LOADING: -..-/' Appendix "A" Design Loading The Residential Part 9 Structures referred to here are limited to single storey buildings of less than 6000 sq.ft area. All Building Codes require that structures will be able to withstand the' Live & Dead Loads likely to be imposed on them. ' In ONTARIO the, O.B.e 9.4 defines these requirem,ent. Aluminum structures are excluded from the generic requirements of 9.4 by 9.4.2.1, requiring that Part 4 conditions shall apply. " Of concern in Ontario is Snow, Ice & Rain loading., which is to be determined by 4. ~ .7 and each site location is unique. In application this can be readily determined either by calculation (from4.1.7.1), OR, more simply, as follows: ' For an addition toa SINGLE storey house' .Read a.B.C.Table 2.5.1.1. CoL10 &Co1.11 Design Live Load - 0.8 times Col.1 0 + Col.11 kPa. (times 2.0.83 to give load in p.s.f.) Foran addition to a MULTI storey house Desi~nLive Load' = 3 ~imes (0.8 time~ Co/.1 O:+- Col.t1) kPa. (Maxlm.um) , . (times 29.83 to gJ~e load In p.sJ.) , for a dIstance of 2 times the dlfferance InJoof heights Thisde~ermi~ation is.~ gene~alizedmaximum loading; for detaIled site speCifiC loading refer to SUNSPACE or other qualifed design professionals. Copies of a.B.C Table 2.5.1.1. can be found at most local Building Departments or contact SUNSPACE. ' .' (Ref: Ontario Building Code 1997) SUNSPACE MODULAR ENCLOSURES 1698. Baseline Road,W., Courtice Ontario 11 E 2S7 'Canada 1-800-755-3365 R.E.L.Seal, P.Eng; P.O.Box 132, Port Hope, Ontario. L 1A 3W3. Canada. TeVFax: 905-885-4349' Pg. 1 of 1. C of A # 0131003 MUST BE,SIGNED ...,nl.l;.I,~V'VQll-VVc. I ;Mt:.: O:""tQ: JQ>~ ..--....- SNAPLOCK 4$" WIDE SANDWICH PANELS AI. skin .024 thick with foamed plastic density 1Ib/cu.ft. IT.De.d /o.olno is induded in Span Table. l2: Spans determined ror U240 denccllon, 10 I CAN3-S1 ~7.Ma3 'Strength De,lgn in AlUtnl/1l1l1' 3. Standard Peneb are 0.024' AlJmlnum skins sandWiching I Foamed Pla,tlc eore of llb1cu.1t density. 4. Loadnll' nave been varl1led Ie be below the Unlma.!.c load range parm.~led. ----. I I -r; thick p",,;jj l.~!_aa L=,.!~u:~.?. _ ._.~~ _ _..__1.:0.!.~....__.1...._ ....!.:.~~. _ ; . i_L~_,:?eC I;:?:~+. _ ~.-I~~rS:"~. ~~.~~~!.:.:C.~',?J.~_. .1 .! 10. I 13"11' 16',11' :22"1" . r-:::;--'-; " 20 11'.3' I .13', 8' 1--2.?~ r---;o 9'.10' 1"'11" 1~'.8' I tm- 4E....____-'___..!::.?.:.._. _..~!.O.:.:!.~'_._~_~... ~~:.~:... .; . ~o r e'..... 10'.2" .13'.4' ~ I ~ i... 60 I .7'.10' !2-L 12'.6' i SUNSPACE MODULAR ENCLOSURES 1698 8aselhe Road. W., Courllce Ontario L 1 E 257 Canada 1.800.750.3365 S4Jplement ;ssued M.ay 8f2001. R.E L.Seal.P.Er.g. p.O.30x H2, Pert Hope; Onlano. llA 3~~ Canaca. T eVFax: 905-585-4;)49 o:'oD:;ngl1i 100 :.~t ~1j'1li(. ) r-AGl:. I Of I ........../ sectIon 112 . Roof & Wall Panels AI. skin .024' oamed Plastic 1 #/cr.:.ff. Pg. /I 1b of 5 . .; .,' "'#0 l~lO03 ~ loST .6= ~'IGfjEP ~/ ..--. ~,I . Section # 6. Construction Details ALUMINUM ALLOY EXTRUSIONS - 6063 - TS - THICKNESS .062" Pg. #2 of 8. Flat Roof & Gabled Roof Enclosures and Open Patio Roof. LJ f .~ " Hoof HEADER extrusion . Roof' GUTTER extrusion Hoof VALANCE extrusion jl10Q€l.. (;S~() 4N'11( . ,A/fJ,v.. 6()7?el( t'16es r; /)7 7 eJ(.$ 3" wall Hinsert 3" wall mullion post I 't ;J. I, [ Yt')~ 2" wall H insert j 2" wall mullion post .' ,V" . J.{, i'il~ (/Jeo. 0<1.1 Y-7MC~ . / f. I It ~ a' " 3 I' (/$~q ON lOCO ~'e~ OA,/l..y t+ TI I 3" wall comer post. ~ I JD[ 2" wall comer post w,tH. (, ~ . SUNSPACE MODULAR ENCLOSURES 1698 Baseline Road. W;, . Courtice . '. Ontario L 1 E 2S7 Canada' 1-800-7 5~3365 r. ;) ~t ~. . ~f' rI I, ~ ^'r. l'-.:) " Ai" .2" Top Cap and Bottom Channel \ ~ ((;1 L.J jV\ooel,.. tt'beo t ~ 1 t 1 . 3" Top Cap and Bottom Channel ~ ....1 ~ l with & without . Thermal Break Cot A #0131003 RE.L.Seal, P .Eng. P.O.Box 132; Port Hope, Ontario. L1A 3W3 Canada. TeVF~90~85-4349 Copyright 2COO Oct 15/2JXX) MUST BE SIGNED .'--' Comm 21.02 '-.......-. WISCONSIN ADMINISTRATIVE CODE , "-V 16 Unofficial Text (See Printed Volume). Current through date and Register shown on Title Page. Figure 2 J .02 ZONE MAP FOR ROOF LOADS ROOF ,t AD' Zon1 40 R S.F Zone 2 30 HS.F. ..v'UtOIl PIa:_ IIOOl U".Y1lTU a. Section 2.2.5.3. The cumulative effects of short-time loads, such as snow, shall be considered in determining duration of load. For snow load, no greater duration of load factor than 1.15 shall be used. b. Section 4.L7.The provisions of this section shall also apply to reused lumber. Reused lumber shall be considered to , have a,duration ofload factor of 0.90. ' 2. Span tables for joists and rafters printed in the appendix or '~pproved by the ,department may be used in lieu ,of designing by structurilIanalysls. (b) Structural steel.' The design, fabrication and erection of structural steel for b.l1ildi:ngs shlill conform to Specification for Stnlctural Steel Buildings, Allowable Stress Design and Plastic Register, Msy, 2003, No. 569 "..,.,.;."./ ',:,_, DEPARTMENT OF COMMERCE 15 Comm 21.02 Unofficial Text (See Printed Volume). Current through date aDd Register shown on Title. Page~. Chapter Comm 21 CONSTRUCTION STANDARDS Subcbapted.- Scope Corom 21.01 Scope. Subchapter.ll- Design Criteria Comm 21.02 . loads and materials. Comm 21.03 ExilS, doors and ballways. Comm 21.04 Stairways a.od elevated areas. Comm 21.042 Ladde..... Comm 21.045 RJunps. Comm 21.05 Ligbt and ventilation. Comm 21.06 ceiling heigb~ Comm 21.07 Attic and cmwl space access. Comm 21.08 Fire separation and dwelling unit separation. Comm 21.08'5 Fireblocking. Comm 21.09 Smoke delcctors. Comm 21.1 0 Protection against decay and temlites. Comm21.JI Foam.plastic.. Subcbapter ill - Excavallon. Comm 21.12 Grade. Comm 21. J 25 Erosion control procedures. Comm 21.13 Excavations adjacent to adjoining property. Comm 21.14 Excavations for footings and foundations. Subcbapter IV - Fooling. Comm 21.15 Footings. Comm 21.16 Frost penetration. Comm 21.17 Dmin tiles. Subcbapter V - Foundation. Comm 21.1 8 Foundations. Subchapter VI - Floors Camm 21.19 'Floor design. Comm 21.20 Concrete floors. Comm 21.203 Garage floors. Corom 21.205 Woo,lfloors in contact with the ground. Carom 21.21 Precast concrete floors. Corom 21.22 Wood frame floots. Subchapter VlI- WaUl Corom 21.23 Wall design.. Comm 21.24 Exterior covering. Comm 21.25 Wood frame walls. Corom 2 J.26 Masonry walls. Subchapter VlIl- Roof and Celling. Camm 21.27 Roof design. Carom 21.28 RO()f and ceiling wood framing. Subchapter DC - Flrepbee Requirements Corom 21.29 Masonry flfeplaces. Carom 2130 Masonry chimneys. . Comm 21.32 Factory-built fireplaces. Subchapter X - Construcllon in Floodplains Conun 21.33 Construction in floodplains. Carom. 2 I 34 Construction in c!laslal floodplains. Note: Cbapwr lnd 21 was rcnumlx:n:d to be chapter Carom 21, Regisrer, February, 1985, No. J50, eff. 3-1-85. Chapter lLHR 21 was re<lumbered chapter Comm 21 under ~ 13.93 (2m) (b) I., Slats., an!I corrections made under s. 13.93 (2m) (b) 6. and 7., SlaU., Register, January, 1999, No. 517. . . Subchapter I -- Scope Comm21.01 Scope. The provisioDl! ofthis chapter shall apply to the design and construction of all one- and 2-faIllily dwellitlgs. Blltory: Cr. Register, November, 1979, No. 287, eff..~1-80. Subchapter II - Design Criteria Comm 21.02 Loads and .materials. Every dwelling shall be designedand constructed in accordance with the require- m,ents of this section. (1) DES1GN LOAD. . Every dwelling shall be designed and coristruc~ to.support.thc actUal d~ load, live lol!l:ls and wind loads aCJ1!lg upon It wlthout.exceedin.g 1:}1e allowable stresses of the matenal. The construction ofbuildlilgs and structures shall result in a system that provides' a complete load path capable 'of transferring all loads from point of origin through the load-resist. ing elements to the foundation. . (a) Dead loads. Every dwellillg sh~1l be pesigned and conSfructed to support the actual welgllt ot all components and materials. Earth-she1tered dwellings shall be designed and construCted to support the actual weight of all soil loads. (b) Live loads. 1. Floors and ceilings, Floors and ceilings shall be designed aiId constructed to support the minimum live loads listed in Table 21.02. The design load shall be applied unifqrmly over the component area. TABLE 21.02 Component Floors . . . . . . . . . . . . . . . . . . . . . . . . Garage floors .............."... Exterior balconies,decks, porches . . Ceilings (with storage) . . . . . . ... . . Ceilings (witboutstorage) ........ Live Load (pounds per sq. ft.) 40 50 40 20 5 2. Snow loads. Roofs shall be designed and constructed to support the minimum snow loads listed on the zone map. The loads shall be .assumed to act vertically over the roof area pro- jected upon a horizontal plane. (c) Wind loads. 1. Dwellings shall be designed and constructed to withstand a horizontal and uplift pressure of 20 pounds per square foot acting over the sUrface area. . 2. . Roof framing members spanning more than 6 feet mea- sured from the outermost edge of the roof shall be permanently fastened to the top plate of load bearing waUs using engineered <<lips, straps or hangers. . 3. Roof framing members spanning 6 feet or less measured from the outermost edge of the roof shall be permanently fastened to the top plate of load bearing wall.s using toe-~Iing, or engine~ ered clips, straps or hangers; . Note: For information on loe'-ilailing, see the fastener 'schedule table in the appe.;- ~~ .. (d) Fasteners. All b!lilding components shall be fastened to withstand the dead load, live load and wind load. Note: See the Appendix for a schedule of fi!$teners thaI will be acceptable to the department for compliance with this subsection. Other fastening methods may be allowed if engineered under s. Comm 21.02 (3). (2) MllTHODS.or DESIGN. All dwellings shall be designed by the method of structural analysis or the method of acceptedprac- ticespecified in each part of this code. . Note: See ch. NR I I 6, rules of the department of natural ~SOUrcC~1 fo, :apec'ial requirements relating to buildings located in flood plain zones. Infonnaaon regarding the elevation of the regional flood may be obtained fr9m the local zoning' officiaL (3) STRUCTURAl. ANALYSIS STANDARDS. Structural analysis shall coliform to'the following nationally recognized standards. I (a) Wood L Except as provided in subd. La. and b. structural lumber~ gl,:e-Ian:inated. timber, timber pilings ap.d fastenings shall be deSigned In accordance with the "National Design Speci- fication for Wood Construction".and the "Design Values for Wood Construction," a supplement to the National Design Specification for. Wood Construction; . . Register, May, 2003, No. 569 -"--,., ;--'-'. .. . , "" ". ~",.. Roofpanel~ Header ~ TYP. FLAT ROOf ENCLOSURE existing house Roof panel Valance 48" 2"/3" Wall panel 3" 4"/6"/8" SN LOCK Ro p..anels or 3" 4"/6" LAPLO Roof Pane s Roof panel Gutter ' PLAN VIEW Section # 6. Construction Details Flat Roof EnclosurePlans Pg. #4 of 8. Wall he.ader panel Minimum slope 1/4~foot Double or Single Glazed windows ,~.-{J1' Down spout FRONT VIEW NOTE . . laTE For each s~ installation the live Load must be ~!OJ.ilned from the approprlcte . ..... . Bullding,Code (Use Part 2 in N~. I 8. Ontario Building , Codes or [~ Appendix "A j. The Dead Loaj,is have beef! accounted for in the Sp,an 8. Loading Tables. Drawings show typical encIosureinstall<tionS' As, specific installations vary in overall size so willindividualcomponeris vary in size. Referance should be made to the Span and Load Tables to determine sizes of various panels and extruded components. Only those panels and e:druded sections shown ' in these drawings are applicable.' , SUNSPACE MODULAR ENCLOSURES . 1698 Baseline Road, W., Courtice ontario L1 E 2S7 Canada . 1-800.:755-3365 RE.L.Seal, P .Eng. . P O,Box 132, Port Hope, .0 rio. L 1A 3W3 Canada. eVFax: 905-885-4349 ' Oct 1512000 D o 36"x80" door II) I/) :J o ..c: Cl) c ~ I/) 'x II) SIDE VIEW C of A # 0131003 MUST'BE SIGNED '- Section #7 O.S.B. Insulated Floor Floor structure TYPICAL INSTALLATION Pg. #1 of 3. ~ ~ ~ ....... ~'- ....:::::::::~m~ II>~ ~.... ........ . . .~ 2 x 6 framing ~ 2 - 2 x 6 lagged to wall ~ 2x6 ~ . 2 x 6 framing 2 x 6 framing SlIpport beaJlt:J ~ (2 -. z~ 6 x 6 post ~ 0<'. ~><'i .c.... <j-rllA<:kR~S) C Of ^ # 0131003 SUNSPACE MODULAR ENCLOSURES 1698 Baseline Road, W., . Courtice Ontario L 1 E 2S7 Canada 1-800-755-3365 R.E.L.Seal, P.EnQ. 'P.O.Box132, Port Hope, ontario. L 1 A 3W3 Canada. TeVFax:905-885-4349 . M.UST BE SIGNED . ....u.._............_........ ........._I_;,COII....,...1 U1'o I:c.. 4I1V~1~UU.c:. IIME~ I~;VO:'I e r-'~ l"'AGE. '" OF ~ ., ~--- ..........,/ Letter ofOpinioJl Ref: 12215 Arbor View Vlasak Job. The properties ofth~ 2" square Ai. Tubing tub~.have ~en taken as: Grade 6063 I :.:; 0.3 in4 Young's Modulus 10 x 106 psi Thickriess'~ 0.62 in. Area -= 0.48 in2 Radiu:i or Gyr; "' 0.79 iu. The foUowing table gives the cr-itioal (buckling) toad assuming the OOIUlTUl fails a:; a fully supported long column (Euler's oa'3e applies) Column Height S!t:ndemesi:l Ratio Critioal Load (Loose) Critical Load CS..-:rewed) (S=12i'l/r) (2" tube) (P==npi'EIfl") , (P=npFE1'F) , \ '10' 0" 152 in. 822 #8. 3288#$. II' or, 166 in. 680 #8. 2720 *s. 12' 0" 18~ in. 571 #9. 22841=5. ". 13'0" 197 in. 487 #8. 1948 rl-s. .-- 14' or. 212 in. 420 rls. j G8C) iTS. ._- ColI Col2 Col3 I Col4 Trtlbting this 'will be ofassistunce, please oontaot me ifan)' fUl1her infi)t111ution j;) required ColA H131QC3 J?t.V. A~. ~ IoLIST.ee SiGNeD R. E.L.(Dick) Sea!, P.Eng. March 2lst.2002 ~. ProfeuiooaJ Engineer" Ontario . \,.../' ,~i FLAT ROOF ENCLOSURE MULLIONS ALLOWABLE HEIGHT & APPLiCATiON 2" MULLION POST - Max. height. Mullion spacing (ft.) 2' 0" 4'0" 6'0"- 8' 0", A 10' 0" , 10' 0" 10' 0" 10' 0" E] --- ..- B 10' 0" 10' 0" 10' 0" 10' 0" '": 0) 10' 0" 10' 0" 10'0" 10' 0" 0- C ..- 10' 0" 9'6" '8' 0'" '*!: D 10' 0" ....w 10' 0" 10' 0" '8' 0" 7' 0" 11I-l E ~ro ~;:: F 10' 0" 9' 0" 7'ff' 6'6" g-E G 10' 0" 8'6" 7',0" 6' 0" 2" male & female Mullion 00 ...~ <9........ MULLION POST APPLICATIONS: 2" WaU - upto 10' 0" height: Ps shown in the Table above. _ over 10' 0" height: Each case to be specifically engineered. 3" Wall- upto 10' 0" height: N3 shoWn hi the Table below. _ over 10' 0" height: Eacf1 case to be specifically engineered. 3" WALL MULLION POST - Max. height. - ~ 0)' 0.. 2' 0" 10' 0" . 1 0' 0" 10'0" 10' 0" 10' 0" 10' 0" 10' 0" Mullion-spacing (ft.) '4' 0" 6' 0" 10' 0" 10' 0" , 10' 0" 10' 0" 10' 0" 10' 0" 10' 0" 10' 0" 10' 0" 10' 0" . 10' 0" 10' 0'" 1 0' 0" 9' 6" ..- . ''"' ...w !--l -1~ 0."- ;::,E 00 ...~ <9_ A B C D- E F G SUNSPACE MODULAR ENCLOSURES 1698 Baseline Road, W., Courtice Ontario 'L1E2S7 Canada 1-80Q;.755-3365 8' 0" 10'0" 10' 0" 10' 0" 10' 0" 10' 0" 9' 6" 9' 0" 3" male & female Mullion R.ELSeal; P .Eng. . P.O.Box.132, Port Hope, Ontario. L 1A 3W3 Canada. T eVFax: 905-885-4349 Section# 4. Flat Roof Enclosure Mullion Spacings Pg.#2of 3 . ,Cc:iA #0131003 MUST BE SIGNED ,'--'. ~ ! ' ................ ---/ 2" WALL CORNER POST FLAT ROOF ENCLOSURE CORNER POSTS LOAD CAPACITIES & APPLICATION Load Capacity ....... 6' 0" 8350 Ibs. ~ 6'6" 79501bs. - :E: 7' 0'1 68501bs. 0) 'w ..c 7' 6" 5950 Ibs. .- (/) 52501bs. 0 8'0" a. ..... 8'6" 4650 Ibs. <1> E 9' 0" 41501bs. 0 () 9'6" 3700 Ibs. 10' 0" 3350 Ibs. 2" Comer Post 3" WALL CORNER POST ....... ~ '- 2: 0). 'ii) ..c .- (/) o a.. . 6' 0" 6' 6" 7' 0" 7' 6" 8' 0" 8'6" 9' 0" 9'6" 10' 0" Load Capacity . 18600 Ibs. 17900Ibs. 17150Ibs. 164501bs. 151001bs. 13350 Ibs. .11900 Ibs. 10700 Ibs. . 9650 Ibs. 3" Comer Post ..... <1> E o () CORNER POST APPLICATIONS: 2" Wall- upto10' 0" height: GroupsA,B,C,D & E in TABLE #1 Pg.#1. . - upto 9' 0" height All Groups in TABLE #1 Pg.#1. . _ over.1 0' 0" height Each case to be specifically engineered. 3" WaU - upto 10' 0" height: All Groups in TABLE #1 Pg.#1. - over 10' 0" height: Each case to be specifically engineered. SUNSPACE MODULAR ENCLOSURES . 1698 Baseline Road, W., Courtice Ontario L 1 E 2S7 Canada 1-800-755-3365 RE.L.Seal, P.Eng. P.O.Box 132, Port Hope, Ontario. L 1A 3W3 Canada. . TeVFax: 905-855-4349 j Section #4. Flat Roof Enclosure Comer Posts. Pg. #3 of3 . Cd A #0131003 .MUST BE SIGNED ~4/14/2~e4 11:28 92e?32544e OMNI WINDOW ANlJ lJUUt< ALUMfNUM ALLOY EXTRUSIONS... 6063 - T5 Open Patio Roof support Columns. . 8e~m, Top Cap & Bottom Cha"1nel 1 3/41' X 3" .~ 1 1/2~1 X 1. 3/~~ 1 11211x 1 ~41l::J 3'1 SUPPORT SYSTEM 1112" x 1112" b o Twin ~"ed Post Beam, Top Cap & Bbttom Channel SUNSPACE MODULAR ENCLOSURES .1698 BaseJUle Road. W:, CourtiCe Ontario L1E 2.~7 Canada 1~OO-755-3365 . T SUPPORT SYSTEM R.E-Lseal, P .Eng. P.O.8ox 132, port Hope, Ontario. L 1A 3W3 Canada. TaUFax: 905-885-4~9 I""'I-\t;lt:. ~o. Section '6. Construction Details AI. Sections (2) P9.'3 afa. . C of A M O1~'OC:S MUS1'BE sJGt.ED . ' J .~ ,'~.-". .'-......... ."-..,/' Section # 6. Constructiof) Details Details (3) Pg. #8 of8. existing wall frame \ 2-2x.6 . . bolted to wall frame with 1/2" x 10" lag bolts @48" o.c. Ridge Beam 3 - 2 x 4 capped post bolted to rim joist with 1/2" x1 A" lag bolt. brick TYP. SECTION @ "0" Flooring & Foundation Support to Site Specific 8uilding Plans Floor S' stem s(.... ro ~AlO ACOn.. OAJQ1-STC"Y . 3/-.s7l1~Y CI'/")'. 2 - 2 x 8 plate bolted to foundation wall with 1/2" x 8" bolts @ 48" O.C. s/Ad I L.,;<J~ . (1_ ~701e'l INS7A-(.(.. SI'IOWN $ ..,S7I.A1(; 1- .s7~ItY H(J;t<'CeJ <'tV C of A # ()131003 SUNSPACE MODULARENCLOSURES 1698 Baseline Road, W., Courtice Ontario . L 1 E 287 Canada 1.aOQ-755-3365 '. RE.l.Seal, P.Eng. P.O.Box 132, Port Hope, . Ontario; L1A 3W3 Canada; TeVFax:90~85-4349 . MUST BE SIGNI;D r N A \ 11 i.6_~~----------- \ __.--r-- 85.53' ___----~.-l--.-------.----- , 69.48' - ---------- , 0 37' ------ 30.37' I . I I I I, ~ ibO ~ 32 80.0' (.~ I TI" , . / . 11' i . ~ I N L() CD ~ 40 80.0' E . 40 E Waukau Ave Drainage Feature-Nan Easement Drainage Eeasement Storm Sewer Easement Uft Station Sanitary Easement Water Main Easement Access Easement Sidewalk Easement Pedestrian Easement Vision Easement Wall Private Utility - 30' 80.0 April 23, 2007 DISCLAIMER 152.01 ' This map is neither a legally recorded map nor a suney and it is not intended to be used.as one. This drawing is a compilation of records, data and information located in various city, county and state offices and other sources affecting the area shown and it is to be used for reference purposes only. The aty of Osbkosh is Dot re- sponsible ror any inaccuracies herein contained. If liiscrepencies 3re (ound, please contact the City of Oshkosh. 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