The URL can be used to link to this page

Home My WebLink AboutBIN A-5 PERMIT 3507 1.1 >i'~~ '~- APPROVED PRODUCTS LIST ~ ."., -_._-'"";.....:.... --- .-.----- _.....~, - ."- ..--.. ,'.. . .~. -_.__._._.__---...~.._- .---'--- '." . ,.. .'. .....-..--....--....-'-"'",--------.---.- '..........~'....;......:.......~----., ----------'---------.. Product Category Sub Category Manufacturer Approval Expiration Date - Number Structural Component Wood COlUlector anchors Simpson Strong-Tie Co, FL474 12/31/2099 Structural Component Wood connector anchors Simpson Strong-Tie Co, FL402 12/31/2099 Structural Component Wood connector anchors Simpson Strong-Tie Co. FL503 12/31/2099 Structural Component Wood connector anchors Simpson Strong-Tie Co. FL538 12/31/2099 Structural Component Wood COlUlector anchors Simpson Strong-Tie Co, FL 1218 12/31/2099 Structural Component Wood connector anchors Simpson Strong-Tie Co. FL1423 12/31/2099 Structural Component Wood COlUlector anchors Simpson Strong-Tie Co, FL 1463 12/31/2099 Structural Component Wood COIUlector anchors Simpson Strong- Tie Co, FL1901 12/31/2099 Structural Component Wood COlUlector anchors Simpson Strong- Tie Co. FLl725 12/31/2099 Structural Component Wood connector anchors Go-Bolt Inc, FL1552 12/31/2099 Structural Component Wood COlmector anchors US Anchor Corp, FL2174 12/31/2099 Structural Component Concrete lintel FECP Corp" Cast-Crete FL 15 8 12/31/2099 Division " -----,----------'-- "'---.:..--.,.--_._._-.....--~_."----"'-'_--:.--_._.. - - -- --, - " ---_.---- Structural Component Engineered Lumber Boise Engineered Wood FL 1644 12/31/2099 ~ ,...,.",4--,.-. ", Products Structural Component Engineered Lumber Georgia Pacific Corp. FL2023 12/31/2099 - Structural Component Truss Plates Alpine Engineered Products FL1999 12/31/2099 rnc, Structural Component Truss Plates Mitek Industries Inc. FL2197 12/31/2099 Structural Component Truss Plates Truswa1 Systems Corp. FL 1612 12/31/2099 . Panel Walls Siding Alside FL495 12/31/2099 Panel Walls Curtain \Valls Alumiglass, Inc, FL362 12/31/2099 Panel Walls Siding CertainTeed Corporation FL1573 12/31/2099 , Siding Products i Panel Walls Curtain Wall Crawford Tracey FL 1140 12/31/2099 Corporation Panel WaIls Curtain Wall EFCO Corporation FL 1561 12/31/2099 Panel Walls Curtain Wall Glass America FL361 12/31/2099 Panel Walls Curtain Wall Kav\lneer Company, Inc. FL1649 12/31/2099 Exterior Doors Swinging Thenna- Tm Corporation FL1170 12/31/2099 Exterior Doors Garage Door Clopa)' Building Products FL549 12/31/2099 Company Exterior Doors Sliding Door NuAir Doors FL21l 12/31/2099 , Windows Single Hung NuAir Windows FL211 12/31/2099 I Windows Horizontal Slider NuAir Windows FL209 I 12/31/2099 '-" I Roofil1g Fiberglass Shingles GAF Materials Corporation FL183 12/31/2099 I Roofing Tin Metro Roof Products FL698 12/31/2099 Roofing U nderlayments GAF Material Corp. FL196 12/31/2099 Roofing Roofing Tiles Altusa Tile FL7381739 12/31/2099 Roofing Other GAF Materials Corp. FL197 12/31/2099 Roofing Other Owens Corning FL234 12/31/2099 ~~' .:,~,,{y . --. ._+~_._._.'-'--- -..- "'. .....-., -- "--.-.--.. -. '. .. ..,~._.... - ehutters Accordion Aabco Stonn Shutter Mfg, FL367 12/31/2099 Inc. - p~~ ~;?~ SHALL COMPL y \vrm AlL ~~GCODES FLORID CODE. NA nONAL ELECTR1C~VILDDE ING CJTYOFWUVDun 1<"0 M'D ... ~ ~ RDINANCES t:,." Office Copy PI,,""<'- 1"'__ .:.: ,1',)r,,\I/-~~r;- , ,,':.'~-:'-'t.~" (:: ().. - I r D .c,_ ,,," DLPTAPPP.ov~D '-!-jSW !3U,A/,{>) 24 X 36 PRINTEO ON NO. 1000H CI.f.ARPRINT~ " ,~ f' /, <' / ./:1'~fl I ., I' \ \, '~ '\ ~ \ ~! 1\ p) , I REVISIONS BY I i l I Date Scale Drawn Job "It ;-)", Sheet Of Sheets OUT RIGER I 24' DC )[ I~ EP- Y ," '/ 1'-0 (I'\AXJ :, 8d COM. i4' OC STAGGER!Xl ~1. ~~ rV(W/t1P ~l!AruIMt WI e~~ 4' t1.v . ' ust SIMPSON ~erA ZO t EA. GAlllE VtRT. 'WEB 16~ CtR I!i' IX THROUGH BOT. CHORD IF GAllLE INTO ~lCG' -~-,_.....,-,,- ~ I~ ~ SIfoPSON A34 EA SlI'€ 2901 LOAD EACH f-J I~' .- ruN. \. ~ . 2'x4' ILOCKING i', (' J./- _ ~7 __ _A. ..... . ..... c;:I ..................-- - ..... " / ~ 1:1 -. -.-- --~.-.-.. ,l L 2'd' ~RlZ. BRACING , 4'-0 DC a')(4' IRAClNG . 4'-0 IX . . a-16~ COMl<<JN e 16' DC ~x i!!a L.. 2"x4' . 4'-0 ac ATTACHED TO BaTT. CHaRI) OF' tRUSS PRE-CAST LINTEL --1 1-.1/2' GYP. ID. rA$TE~ED TO CH~D VI Sd CO\3lER NAILS I 7' DC OR G....-S4 1 1/2" NAIL . l' QC ~ LI / 6G......,r". RCXlr TRUSS ...... SDl?SOH A34 EA. Slot 280f LOAD EACH A~~ ....".. .. ~=N=f=<Al- elf:<UCiUr;:Ab NOI=~ I.' ':'". PLANS COMPLY v-.lIT~ SECTION 1~0~ OF THE" U1~I$==k~~\ l' A '. BUILDIN1 CODE AND ARE SIGNED AND SEALED BY AN ARCHITECT LICENSED IN TI-JE STATE uF FLORIDA. , , DESIGNS BASED ONTHEU't?L', :~vag;.l12~..".,eUlL:.QING CODE', AN!;)" , . THE STANDARD FOR I-4URRICANE Rl!SISTANT RESIDENTIAL CONSTRUCTION n 130 M.PJI pE~f'rP:9R'~ i SECOND GUST Ie. 1~, 20. ,.". ; o 120 M.P'.I--I' 0123 ,M,P,~ o 110 M.P.~ ~ '... . " . ' DESiG'N WIND LOAD "'.', :I" 21. ",( > ' t. Concrete shall have a mInimum compressive strength of 3000 psi @ 2e days. 2. Steel, reinforcement l)hall have l'Y1inimlil'Y1 yield ~tren~th of 40,000 psi, in accordance with A5TM A-61.S 3, Concrete masonry units shall. be hollow load bearing in accorda(lce to ASTM C~O or CI45 I~OO psi minimum. ' ' 4. Grout, shall have 3/811 max. agl(lregate B-II in slump 20~ t2~Oor ASTM C47~. S. Mortar shall have 'be t.ype M or 5 in conformance ~5T .' ~. The outer Foundation bars shall be continuous aroun c9rners using corner" bars or by bending the bar. ' "... .' ii' " , In both cases the minimum bar lop sholl be 2SI. LIkewise the bond beam reinforcement sholl be continuos around 011 corners, 7. Attach plywood sheathing to supporting trusses or other framin<a with common nails as folloUJs:. a) 411 o.c. along, ends of plywood panels. b) GU o.c. along intermediate supports of plywood panels. e. Provide 4'1 x 4\1 cleanest for all concrete filled cells. q. All structural walls to be # 2 Southern Yellow Pine @ 1611 o.C, 10. All girders shall have a minimum of 3-2><4 studs placed directly under the ~irder and double plates. 11. Pre-manufactured roof trUgS8S to be desiQned in accordance with the last test TPI design req,uirements. The truss manufactured is responsible to furnish all reaction loads for dead loads, live load~ and wind loads. Manuracturer to submit truss layout ar'1d details signed and by t"torlda register En<aineer, 12. Garage door, windows, and other exterior doors shall withstand the specified wind velocity, Doo....s and windows manufacturers shall submit data specifying recwired capacities, These elements sha\! comply with SBe wind load reqJJirements. 13. All exterior concrete block walls are designed as shear walls or shear wall segments with Dur-a~wall reinforcement every other block os per the ,recwirements of the National Concrete Ma50nry Institute, 14. All openin~s ereater than ~ feet to have 1#5 rod on each side of openinq and fitted with grout, Openings grater than 12 feet to have 2#6 rods on each side of opening. IS. Contractor to verify all dimensions and conditions in the Filled. I~. Any changes to sealed drawines must be approved by the Consulting Engineer or Architect, 11, A foundation survey shall be performed and a copy of the 5vrvey shall be on the site for the building inspectors use. Or, all property markers shall be exposed and a strln<a stretched from marker to marker to verify req,uires setbacks. 22. 23. 24. 25. 2')(4' YD, IlK'G. I END Dr ClG, D~RAGM 2(,. 27. 28, ~-lfd CCMMIJ '-.. r' ~-a. 16' IX ~ ,~ IJ-o . t!!l 2'L 30. 31. 32. ~A6~E END ~y~e,UM eOAF<D OIAF'H~Au=M. , . . . ~ .... - "'" I '1\ I \ . ) '- --'" 1 /2" PL YWD. GABLE END / - v ...... / \ 1\ ) 'J r-..... ,~ - 2-2"x4U r01= FI..ATS 2 "x4" ~TUOe fJ 1&" 00 ed COMMON NAIL.~ ~ \2" 00 It\lTE~MEOIAiE ~a COMMON I NAIL.e, G 4,'100 A~OUNO 1:001- 2 "",4 ,. f=)T \ eOTT. 1=1..~T~ ~ ~\ ~ ,/ 3/8" .. 33. NOTE: ~A~OeOA,:ac> I.AP ~IC>ING OVE~ &HSBTING NAI1..ING eHAL.1.. as I(t)d GAJ,.Y. WITH MIN. eHANk: CIA, OFl c2).~~'a INc.+4 ANt:> ,1~ MIN. HEAt:> orA. Of: (2),24~ INCl-l &T AGGAfliaO '9 lE>" 00 '$ TOf=l . eOTi. E@ GAP tAATEP.lAL8 OORPOAA11ON ~i\ ~' ~ FASTENING DETAIL - uJOOO 6L.OCKINa, oQ 4&" 00 FI..OOR JOI~'T I~d COMMON NAIL.& 6 12" 00 INTE~MEOIATS ~ ~\ ~l~d COMMON/' NAIl..~ Q 4" 00 AF=<OUNO EOGS- \ ~ ~.\- .q- " ' (") l3/8" I ) ~ DETAIL 3/4" FLOOR PL YWD. F ASTEN1NG DIAP~~RAGM 3 /4" I Fl_OOR 1/2" RO()F SOVEREIGN SHINOLI1J!f .. ._--_._._.~. ., -. -- -----....-...-.--..---.. . - ____ ___._._. ,,___ __.......__ .._._.~_~........._--'-_.~__.__'__u__..__.~___.__ _.,._ 34. All ,Plumbingl E.lectrical and Mechanical rou~hens must be complete inspected ar'id t:Jpprov~ ~f'orer~stln~ the trc:rt'ltnQ Inspection. reG IOS.(, , ~ pern:anent 5iQn which identifies the termite treatment provider and need for re- InspectIon and tr"eatment contract renewal shall be provided, The sign shall be posted near the water heater or electrical panel. FBC 104,2.G Condensate and roof down spouts shall discharge at least 1/-0" away from building side. walls. Fee 1503.4.4 Irrigation/sprinkler system including all riser and spray heads shall not be installed within II-Oil of the building side walls. FBC 1503.4.4 To provide inspection for termite infestation, between wall coverin~ and final earth ~,..ade shall not be less than ~ inches. E)(ception: Paint or decorative cementitious finish less than s/e" thick adhered directly to the foundation wall. FBe 1.403.1.G Initial treatment shall be done after all excavation and backfield is com"'lete. FOC lel~ I I FBC lel~,1.1 I"" I-J . . Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed, F6e 181(',1.2 Boxed a~eas il"'l concrete floors for subseOJJent installation of trapsl etc., shall be made With permanent metal or plastic f~rms. Permanent forms must be a size and depth that will ellminate the disturbance of soil after the initial treatment, F6e 181(,.1.3 ' Mini~um G mil vapor retarded must be installed to protect against rainful1 dilution. If ralnfaU occur$ before vapor retarded placement pretreatment is reqvired. F8C 181(,.1.4 1 Concrete over pour and mortar along the foundation perimeter must be removed before exterior eoil treatment, FBC lel~,I.S Soil treatment must be applied under a\l exterior concrete or grade within 1'-0' Qf the structure sidewalls. FBC lel~,I.~ ~n e~terior vertical chemical barrier must. be installed after construction' is' cQmplete Includln<a lar;dscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated. FBe leI6.1.~ All building ore re~ired to have pre-construction treatment, FBC 181G.1.7 A certificate do compliance must be issued to the building department by a Itcensed peat con~rol company before a certificate of occupancy will be issued, the certificate of compllan?e shall state:IlThe 8uildin~ has received a complete treatment for the preventIon of subterranean termItes. The treatment is in accordance with the rules and laws of the Florida Department or Agriculture and Consumer Services II FBC 181G.1.7 . After all works is completedl loose wood and fill must be removed from below and within 1/,-011 of the building. This includes all grades stakes tub trap boxes forms, shoring or other cellulose containing materlQ!. FBC 2303.1.3 I No wood, vegetation, stumps, cardboard, trash etc. shatl be buried within lS'-Oil of any buitdin9 or proposed building. FBe 2303.1.4 ' Provrdo AFCl11s (Glf"c-f'ault circuit Interrupters (0 all dL.UOllir,g unit bedrooms pel'" NEC artlclo 210-12. , 51RUC'11.JRf\J, t7e5ftiN C~-reRIA , ( f'ER 2M fLOl1tIOA etJlLOING COO! (Fee) ~~~ . , Y!lOCrrr ___________________~-----_____' ,l~ .-.I. 1~A>>;e FACT " ----; nMi OR______________________ "" .L eulL' ' -..,.------------- W . DiIlGa CATE<iORr _____"_____________"_"____ .."j, I.UIt-O f: "' '--------------- ~ ,XFO$URE ~-..._..._____c._____________... . e ~$ ~ CLAPD~ DE$r.i:l11W FmQ!&.i eF.!-TAeLES-ai ~&-';ke -- ~Ll~ LOAP ------------------------- . ~o PeF; ~ DEAD LOAO_______________________ ----------... ,,'pep: AllIC LIVE LOAO _______________________:------------- l1!. ~ flOOR ' ---.---------- ,;;> r...- 1.1Y1! lOAD ________________________' ..""~... ~. -------~-----~nK . 00Ft DEAD LOAD (\LlOOO) -----..;--------------____:..._____~i~ per FtOOFt PEAP LOAD (~J _______________________________~ ~ ~~ (AT 2& DAY6J_______________________________ ~ PSI ~~l~ Blf!L. .-------______....,._________. A$TH A61S GRACE U HINIMJ1 LAP FOR No. 4 ~ . 2~~ , No. 1; eARS II ~&II Nc.b e~. 3011 No. 1 e~ · ~~II 6TRJcl1JRAL 6lfEI. ~---------------____________..._____ AOTl1 A.~ LIJ1eER HlNlI1J1 Fb' -----------------__________________ ~ F&l UflE CMINll1t1J ocm~ PIN! No~ ~ ~ FfIt-~ Nol ' ~ ALl.' 6TRJCT\M& LOAD ~ OR E><POeeP TO \LIlND '$OIL ~ FRE~ (A$$t'!DJ ---_________..."""'I~ $E! FCWOATIa4 ~ TO eE fiELD VfRlFjEo. ~.TO PLAC~ a: FCQlNaFE~ OR ~TC FOIJRt. N(lTfFY D!$IGNER ~tAta Y JfeOlL FAllS'TO t1EEl' ~~&. ~~MW.D!~ ~L ee IN COMPLIANCE WITH CHAPTlR ~ Cf 2~1 Fee , ' All~~~ e! IN ACCOF!P.Al-U UJlT~ M: i~1 Fee >>0 LOCAl ~& ANO~!GULA~ . .. . . ,'- ,. NOTEt 1.), ROOf SYSTEM TO BE A PRE-f"AB AND ENGINEERED TRUSS @ 24' D,C. ALL TRUSS CONNECTION SHALL MEET THE HURRICANE CODE AND THE DESIGN SHALL BE SEALED BY A PROrEsstoNAL ~NGINEER. ~.) ALL INTERIOR LOAD BEARING "'ALLS REQUIRED BY THE TRUSS MANUr. SHOP DRA"'lNG'S SHALL HAVE A MIN, or l'-4'\{)(1'-0 DEEP BELL FOOTING "'/2-*5 CONT, RE-BAR, " ," "'-.. ... ,..' . ~..,-~---- -..... weitl11erMax , SHINGLeS S ENTINEI: 4 Second Couru ~~~ ~nd oonUnue ,.oond OOIJrst and all OV." Il\JmboiN OQumu .. ~ho'lln. Po,ilJon 5' (127mm) :;~; :In~: ~~~~J~~~~~ J:1Ib'n \ln~~ng ehing!es '0 that ther. will 1>8 ~~~:~~ ~l~^ e,~v,.eb" F,^SrJ.trJ lIppl!ed nlf-uafin9 ~~~ :~~~~~u~~u~ J2:ne:: For:: .. .. '.. &l\ "$lPGt 00"...., NOTE: ShIngles may be !sid ~m elll\er lelt or IiQht flend tIde, Slan.t ol(!\et rakll edge ....ah shlng!es having &" (152m trlrnmed from ralCe, , 5 HIp lrtd RIdge Vet QAF hrp & lidse 'hln91", or ~ut hip & ridge .hlll~I., &om tI1~. M 8111091<11 all4 apply... shown" POSIUOt\ 'epe away from Pfova!llng WInd drr601ion, ' c.l ol\l'VJ:' 10 ~,M<I \11:.. \ a' (SCllMl). 1%' ()()~ml ~p"d~Ul1~\t. (rOll1",lIj~ \ / \ .\.; \ ..r........ Co>'~t noko: SONl "p a <l<j.....",. ..w>(fr.\fnl ~~O\.. .\>"ri~ /oW( "os ...y"... Ttpoodor..... ~.vor~""'. 'lr~ '~t'tle.t. . ~.-d:... ... -::.~~(:~) . "" ~... ~. $' (lZ'lmm) t;q>OOl/C' SHINGLI!1S ~....." ..~ .'f ...... APPLICATION INSTRUCTIONS Nole: Th en Ihlngle. must be nailed II nomInal 6 5/8" (143mm) from bOttom of ~l\lh9Iee. not In or above self seal. ,118 shown. Nails lIhovtd relTlsln une'lq)9sed, ..' .., :w {$Hmm} ~./ TlIIlI alina~s e' (1Hmm) Fhll C4<1r~ 1- }-I-I 112" (ll$mir,.e_l ~..._...... ,a' 0 0 (~L$mml =~~3ntm1 ""~ ~F1.00~ JOI&T l~ \I.w. 12.\fl' _ 1,11/2" r-(~~~a~)' a~~m} 1-1 \Ii' (2~m","U'''"H I- - f- ... ... - ... . ~ ... ... o 0"- /0 eel/SUI ~ OlIFrOlll 7 Chlmnty Flaahlng 112-1" . 11~m<M5mm1 ---l I- ... ... - o 0 I 101 Ill' (2$m<1>-3a"""l -1- ... ... .. o .. - ... 11%-1. (13.....21_) ---l f- - - - . o 0 6 Wall Flashing (aloped Roof to Vertical Wall) f Sir (1~3"'ml ow.1 "".- Slan~ard NatUng P~ertl. four nan. per Ihlng!& -. -ll"'-"al4in~ &'(1UlMIlM)\ j -r- tMoI Fl.lNI\t I ' (NoP.~\01r.H.....,',0\1o......""fOi~....'9 <:tl"'~"" NOO\~O<lIIIjl "om! "'an."'. 01 OCil":..,'.ut~ to ~"""Y 'lI!.n4 4_ ...... \:7J N:wHlOtIQdI.'<Q ",....1 b....I\W.;",. bote ftuhit>9 One pI"'''All Iltt..""" (0( _ _.. l' ~1IlP'_oM"';I\\MtnM!<<. ,... 1""4 ..,"",~ tlll<>;i" r. uiAlsll ~(: ) f&.~ plHI;,.m~ ~';N'" ~ ~~ ~~A,~ ~ V~ SIx NaU Pattem . v,here 'equl~d by Ioeal ~dt GENERAL INSTRUCTIONS . ROOF DICKS: For us. on nlllY 01 reroofing wort< over well,ee8foned eupporled v.wd dWl. fi9hUY-~$\rvQte~ willi maxiMtlfll &. M2mm) will. lumber. having edtq>nt. ,,-U.l\oht. Ing espe~'ly end emo~l\ wrfa~. Plywoo4 ~e<;kl~1J as ~"*'~ by n.. EngineerH WlJOd ~n. I. a~~ptable. Plywood dflClr.. for Clau A Inetanalton* m\l8t tit 31&. (tGrnrn) 11Ifd( or ~(et wll~ ~8rfllym8ntt if nole4 t>elow. $1ti1l61el mutt NOT bt rat~ di~ lq fll1\lla. fi()/\ or lnMal~ de~k unlesl aulhoilz~ h wrlfill9 bt GAP Materle!s CorporaUon. ~~t decb and exl,"n\} surl'aell'\Q matella! fll\;i8t b. ORV pllor (0 ellpllcallOll fit ehl/lglee. , UNDERLAVMEfilT: Und$l!lYfI1ent It rtqvlrM on new C'O~ 81l~ r~uile\l for II100ftng "hen old roof I, r6mOwd ll'Olft tile clsek. VSHnly "brelllt,er tY~.lll1lferfal fib GAF Mlllo~i$ CoIpOOlUOll Sl\tngle-Mat.' UndellaYlIlenlor 9<!u!valwrt.lSr>derlsymllnls must be IMletrfld lie" wllllout wrln~e. 'FA$tENlERS: Ust of nai:' 'a reoommende4, (Staple specl11eaUClIIt and app1leaGOft lIl8tluo- Ilona a" aveifatile frOlll <3J.F Maleritie COIpOl'ation. C~lra~or $eNiett Otpt. 1361 Af~. Road We'Jne. NJ 07470,) Use enl, line c~led eteel or elvmll1uM, 10.12 G8~'. blrtIed clsformad oi emoolh ohlllnlt IOO1lnQ, naU. wiih headt 31&" (lOmm) \0 711&' (12rMl) In diameter. Futenera ahould b. 100nO enoogllto pe~n\t at leut ~4' (19rnm) lnIQ WOOd ~e~ or /!Jet \IUOIIgh tht plywood 4&eb Faslenol'$ mo..8t be drivel1 1Iu6h willi the 8ulfau of \he alIinQte. Over dfjvill9 v.iJ demag. lbe ,.hlngl.. Ra1se4 (avlIMra WiD '"term. wllh Iht uaHI19 01111, Ihfnglu, F~r nomel rn$tlIllaffon. f<otlI' fo$\el\Of$ llllJet tie Ir,elall&4 per thlngls. . nominal $ 6;l' (143mm) up from 11\. bollom 01 Un elll";!.. Faetenert tnV1t be l~elal"d ewroximelely 1'.1 iii' (2$-3&nm) and 111/2' . 1211'2' (2eZ-31Smm) from each ald.. . WiNO R&:$lST ANT: Theae ehing:,a have a .~e~el ihemlel Kalam tIlet nrmty IIond. lI1e 8hl~1I1U tOQIetltet aft~r application \IIfltn lll<J>Qlled 10 8Url aM Wllll'll lel1lpt1elure.. Shln~tet rll$llllllld In fl,aR or Winter \nay not .~, unUI Ult fol~1l9 9p~, If ehlnQlot Ir. <lamagtd by Wind. tiefol9 se&!lr1,,, or ara not e~sW to edQ<tuatt C\Illaoe ternptrtlutt1. Of f lht $Gl/~Iant gilt dirty. II1t shli~~, mat 11Q~ seel. Fallure to 6681 unlHf thete clretlmt\all~lit r<<ullf from 11\. naMe of Wlf.$l'8linO ahlllQ:as end Is nol . m811ufe~rI~g ({efact. To lnatll. fmm&d!alf 8ealill!). V I , ~~lt~O:~?~C V INTS~MsorATS ..-let/a COMMON! NAIL.& Q 6,1. 00 AFaOUNO EO~S_ I"- - ........... ' 1\ J \ J V "'- -"" _ WOOO SI..OC!c:ING G 4&" 00 3/S" ~ \,\- " ~ ' (") PL YWD. FASTENING DETAIL DIAPHRAGM eflllY 2 querter'sfted dab. 01 IIhinglo tab edh&slvt on \ho back of "ell tab approximatety 1 (l!5mm) 110M eMaIld1"(25mm)up(romboI!OI1Iofea<lh\ebcomO/..Th. ;hln~le mutt ~ pressed firmly Into \lle BclhllsJV8. NOTe: ~pplfea1!O" of &XQeU lab adheelvt (;an clu.e bllet&rllIg c:.f the ehillgle, FOl' ,ra-'llI(I(ll VM~ ~falan~ along rskM, cemtnl ehlnQle. '0 un<1llt1~lI1ent snd eech o1her fn . 4 (10~lr\m) w,dlh of esp/1 BII ptWlc r001 temGrlI. ~~~e; The iI1ni IWpe 011 1II. baclc of *" .hfng:, ert !o ~..,nt ,nQdnQ le>gilU1er 01 1t18 .hJ"~84 ....,,,, &t the bundle. Thalr removal It NOT rtqLllled dunng application , CANADIAN COlD Wl!ATH1R APPUCA'T1<lN8; <;SA " 123.&.t.l90 meM'ot&$ IIlat $hlilo 01" ~plled ~tweell S&ptembe1 1 end April 3~ sl1el tie tdhe~ I'dlh . oomP4~~le flil!Jf.ePPi:~ tdh6$lve, Set Win~ Reslstant for G;';' Mateller. CorpQla~Ol1" r~mmendBtion. IQt lIle .ppR. cation of lIlat edheslve. 2 ~A(N'ARO AND STEEP SLOPE A,.PlICATlONS: For ro<< 'Iopee greeter than 1 17S0JMlifnI per fool (dO NOT un 011 \'8t11cal ,lIle Walle). tlWgle $u,ng must ~$ enl\anoM by hand ..dng, Afterfs.3lenltlg lIl. 1hlnglt III 1Jle~, applt 2 qI18rtor~rzW deb$ of :hrlllltetntllb sdh6$~ 8$ lndloa1ed III 'Mnd Rearlll\nt allove, T~. shlng!u must be pr&$ud "1Tll1y, to lh. 001\"1\'&. , EXP08UItI!: 6- /127mml , THROUGHVOOIUTION: All root a:l\ICluret m~tl be Pro-tid~ wUlllhlouQh '>'enlllat~ ~ ~ltVent en~Pn$lIt of rnolelllrt laden arr tishtl\d loci ,hwlng. VenUlallCII prOvlslone must ut l1leet Of eXOhd c:Ilnont f1,HA. H,U,D. or local c>>dt mInImum ~qulremente. · NOnN~ORROl)lNCU,tETA"O~'EOGES: R~m.M.d elo^9 rt1l9 .nd "Ve od9" Oil a deck$, Gllleclarty plJ'lllOod docl<$. . ASPHAl.T P,",""C CEMEI<ff: For UI4I ill ,11InQ~ tllb '~h+alvo M~.t wn(orm l() A$n.t D4S8e Type I Of ", . r., ~~~:''t1J:t'!9f ~?-, ~~~~'.\1h~) . L;~:<l.y ~~r'a'Jl~I!. ~:~~ij.~al~~ Ct.lor2<l"(~m) pI'f\I.~_1 '-=-' J !~~n~cl..iYi:"" \I<'4t_n~ ~ C~!.<'i~'" ~;.f:nlw.iI'~t., ~~~~~t · If' '~"'hI ~?I,,~:'t"1'1 ",.~.~l,wa (;;~~~:;:g~t':'!., .L..r-- .. 1 tl1O\m "r"r"~"rl r..~...".." 5!J~,:kt , \ 1 \ I I IrT-!::J I '7 ~1t..~~~1~~) I \ \ \ I 11 7rs5- SIlls.lQ"II~(10n\1<\n) PI< re<< 1_"1&'1<'. ' - -- 1'-'-' - Ill--=:::::: --- ~~;~~~~~~~I ~ Rc<<''''iCtlT,.nl S/lrns:. ~-RooIe,.tc I .:h...- .. i 8 Valley construction. CIOltd or Woven Valley 9 Valley COl1stt'Jctfon,Open Cut II!::; ~~~!'~ IA-~d'.'l'l ,.~. rot Vl!C'I' :J'f.olIn.. No r.....".,. ,Clllo" (142m",) err ",.\t1f,n. O. $iOiii\3t.!'f: ... -) E:<\!a IUloJn., In ~kEft!\ttt;r:,(IlliMir--J- "- tn<IollNnslt Nlltl:f:I:~ :.y, . /2 I^" :fi< :rIt'li '~Haho~l ,..,~~. / llf~n4""r",lll(iljno ~~~r.:~ V".~ ......~. ~1I.j.... . J..... -, .. ~ ~~ ~^IITI~,IlOM\~ ' .'- ., . ow .~~r~~,ifbi'urr~ / 1 Underta)'ment: Standard Sfo(H-4112 (U$mmfm) or more ApptloaUell ~ IIndttlt)'1\\ent: CovO/' deck With on. r~er of u/llltllaym6n\ IMla~td wi1l101lt wrinkle.s. \Jet ()nI~ enoU9h nan'lo hold und8r1a~mwt In plaC4 UllllJ cevered bY ahlngles. Allpllul!on of "ve fl"hlng: Inllall &ave llt$htng ~cll II GAP MBl&IISit ~lpOI1lfion W~.r Watch' or S1OtmGttalO' Luk 8amar In loear.Ue.s wlla!e (ea!l$ may'M caU$ed by water beddng up behind let or claMe dems. Ellvt flashinG mU$t ovemeng Ih. roat edGt by 31~' (1Ornm) an4 extGIId 24" (81Cmtn) beyond 1M Ineid. waillln.. 1 a Uncferlayment: Low Slope 2/12-4112 (16Tmm.333mmlm) A"pll~t1en ohndif1tyment and flnt fllthl".: C1irnplotely ~ llie dOCk with tovo ray~ of utlllerl&yll'.ellt at $hQwn, lke only enO\/gll nallt to hold tmderleYl11ent In pfa~ untll covered by ahlnll\&s. Vat blind nanIno tot UV& <<UhinQs. At eev.. and '/IfIere lot dl/l'>8 can be ~ed. us. one 'a~et ot GAF Material. Corp;n6on Wull1ar Walth' Of Slorm<3uert L&8k Bem&!, Eavt ~a6l11no must ClYedien9 ll\e roof 04~. by 31&' (10Illm) Ilnd olderld 24 (810mi'll) ~yond the lrtskfe wen hot. '''''here let dam. or debits d4ma lite not" e~llected.lnsleI12 piles of Shlngle-Mete' uMarfaym~nt. . p~I!-PAe ROOP. TRUee&& $ 24" 00 "(102"'ml~ \a' 9O$mlnl Mir,imwtn SlQ,;.'t. For 1<11\", ~....., ... e.~ II. ed COMMON /""NAIL.e e 12" :OC INTSPlCMIOIATa I AJI oht.... .,.... ,'I"",",) -..i<.$li~" \tI\~'(4"",nl ...... .' (102_1 End L.~ ~~ ~"""P<ll.n<!~ V'" -...toJ"''',.:.lfri,~ r AI..., ,"\00,":'00 4ri,.da'on(~ o/u"........,.)1r..'" v ~I\ ; S:<rt ~ .iI/I'''fJo:Un4 r~llli\~t4:,-.cf~1t .2 Stal1er Cour.. Use of any GA" Me 3'(alI Shingle /e r~<>omm&nd~, Appl~ a8 ~own, 3 First Course $tart on4 ~!ltlU& wM /WI .hln~~. 1114 ~<Wl with 11'.. _tartar oourae. Shl"llle$ ms~ te ftl~ M loft to right Of rlQht 10 {olt. 00 NOT lay tblnfOS tlralgbt up 111. roof slnco WI proC$clure Can ea\ls. an filcolTeet ~lor bfeM on IfIt rOOf and mey clamage IhOl shingle'. ........... "c:l COMMON I NAIL.S oQ ,~tl'~O Ar:!OUNOElOGEI- NO/KlllrO/l"l Mr.al c.~ E4Qe FO(,"'.imu"'wt\4.....~ "\ a!.,..ctJo".....Oit""tl.t~. ~ ~.....~.: 10 Ul\O.!\&"untt,4 "t~ ~J."""".....:::' 01".."'... (101n\m)_ _ "I'"(l~~"",,' oI..plo.. P'..... >001 "'""" , ~.-<:' \~ ~ Trlrnr(1t2.mm"W to 7' (\l8<!Iml ""...".'" hrollli'$'s / I \ \ ) V .. "'- -"" PL YWD, SHEAR FASTENING DET AIL , ~, ~~ "M' / 3/SU FL YUJOOO o~eA T~ !NC; == NAI.~INC; &C~eDUL5 - OIQl \.V.d'\tlW.td\' Of StormO.....,' Luk Gem., Lc...~. (a1Il1m\01~1~; ~ U' <34$ft<m) ~- 1J...ct.:..... W.,d\. Of Slwtt<<:lIoar4' l.u S tI1'.... : 10 Valley Co:1atrttetlOl\-Closed Cut 24 X 36 PRINTED ON NO.1 OOOH CLEARFR1NT&> Prec.utlonerj Notes The,e ehln;l" 'ro nhrglU', nlf.Mall"1l aapll.ll ehlngl". 8eeallle of Iho "slural ~h,,,,e(er!ttl of!!,. hlgh quealy walorp,~nl1t mlterlal U$M, lhese shfng," \\tll bt IIJIf rn <<lId W&llt'1er e; nelClble In hot woelher, ' 1 ~ 1. Bundi.. lh<lukl Mt be drowod on edgo 1101 Gtl~ld llIIompt ~ m.~ 10 ~araie s/1'n I b .breaklng' over ridge 01 other bundles, ' '9"1>> y 2. Handl. ctrorul!y, Shlnglu can easily ~ bloken In ~old Woelhot 01 1h31r oA~6s d"me^ed ' hot maUlet, "'11 . . In 3. All ellposw matortera must be r;rl Cfe" A Iyllo. 4. Slo!l9t mou~ be 11l1l cove~d. ventil~:e4 er"1lIIlJdmum lemperalut9 110'P (4)'0) StOle 01'1 nat 8urlaea end u8t weIght ~uslllallon boar4. It Pllltelt or. 10 l1e double ole ~O<I Shlnelu mUst W ptIl\t<:Ied (Ill", woe\flor WheII &lored allob .a., 00 not sl.or. nUl s1aon1 pIpet. racll<ltort, ~l~,. or In eunllQht At! roII&~ P, rodud rnust be 8~~ on &n<lt s. It ehlnQlu elO !Q be ellplrfld dunng PROLONGED COtD periOd. OT In erm v.t.er. lito dual 01 und can be exp~ ~oro uenng o<<IJrt. ~. ~hingret MU$T be hand HI':1l Smo Wind Rulslant Il1atrue110I'te, ' o. -I~.~ ~ ~~,~ I ~~~ {.~"'" ,ljitl'......"."'.(81."''''1 '~~1~'1 '" l\4de ,~~.. .?~ . U, molt u~f..,<MIlI ~ ~ ~' . I'- (463n<m) Flm.~"''" ~ ~proY'<. 40\lb;t "",'41"at. 3i"(1Cm"')~0\.~ ~ E"".OrlI~. CooIitt I\.ll.....(~ '011 V'~<f)'~nr,rfj.. !~'I!!i!'::'. iii :~~<Ir' .- -~_ ...01"';;;' l.o(~!'"lQr(e'(1~ ~ -l r.O(i\~~.~, .n4~..)I~~t:r.y, I ~ "'" - I/.;<T . fo1~~ W M.~!' I . ~~.. 71 ~\;a~iY~r.Ar... catl"f\1.ndtt1t.J1TientVij~ ~ 1:.o~,41lty -... .'~ ri, 2=~/l'.or't1 .... .' ~..,." . ~Of"'..,1 .i# . ~ 7'" .. -.. . -. .. ~,,!I1~(~P.l\44,. 41W'm,,. Q~ l.Q'OII ~ ~ ...nay1a ~O&IM1,m;,;"",m ~;;~ Re.Rooftog II old A$p/lal\ ahlnlltS$ ete to remain In ptaea, nail dOW1 Ot out away aU !o<.'So corlod ~ Ii!: d thlng',e: replae. wlth ne'lf.,' and J~,tt before llplll~lng the Mil roo"nlJ. SWUIl t/la tUrle~ c!'M oi~n Io~ debrlt',Slnco ~y.llreguleroU$$ m8~ show through the new thing!". be ~re lhe uncltrf~lolJ ,h~tee p~v,de . emoolh suffe~. Faslen" mOet be ot auftlc1&f1t tengtlt 10 penettale l!1e cod deck atlijut 3/4" (1eltlm) or loet throllQ" ptVWoo4, ~ow ether a~veIMlrvcllo/l. r'lf epPllcetto NOTe: Shr~g:&s <;ell be applied ov&t ~ood shfll9l&t v.f1G1l pltl:l!ulion. hive been lllk~ (0 pr~: 'old. en a<<tpleb,. emOolll $urfaee. Th,. lno:ltid&$ C\J11inO hue old .hirt$l" at 0&\1&$ lilId rsku end Inl~lllng MW woo~ ed~lng fIIljlS at "e~o~, Me~t lllJrf.tt 8mOQ\Ii eM :,88 bevele~ wood s(np, It ne~8sary, Install #30 ondellsyment to molnlat" ClefS A rating, ;h!$ plOduells $oI~ willl.n e~," LIMITED WAAAANTY Ol1l)o, A 1;<)1"/ of th lIMlTEO WAAAANTY .tan IllJ - and rt$1ri~nt rl pd~l.~ on !h." ptQdllCl ~~ Of may be oi!!alno4 ~Ort\ \1\6 4l$lttbuWt cf rtl1s ~, ~ d/ree1l, from GAl Malone,. CQrp'ora~on. Any d6'/lallon flom prlnlad inM/(;frQl1. ehall be 1116 re$pOnaibl"'" Qf eppllcstor an<llot $P\lclltef, "'. , l,. R.... _mo., l' (61""'i $;'- L" u~.,."..t ~ ~~ ,~ - .), l'la'" oll~'t il....l'O"'m) 0\'0".... aM 11M ..,.. Is -'41 .'0 0<%' ,.."" M' o1f dltMl.. .......rl>""'"',"'...~ "4.,.a..\lI>I\ft,~'lo..' tlGMl\01U2<nnl)MU\. Un.!'~'I""1Il ~1hin~. "0\0 ~1/'..tb.1 (o.'lcrO'rl , 'If ' ~ ~.. ,.. " CGntin\,:. $,"_'" ~tIl\"'~~ .Illn;!.. $1.e<til.'1f<xlu,," Il'illl~.~. p:.",,~ $,6' (1 Omnl...... .... e ""~ ,... ~O" lo~oNH':; tdis REVISIONS rJl ~ ~ ~ ~ ~ ~ < ~ Z ~ 00. "..) VI ~ 1'''' ~ ~ * O u , '.... r./), H ZE-- Ou :J~ <~ ~= ~U ~~ ~~ ~!~ BY ..- j I I v; ~1 -' \() ("'; t"'i ~ (J.., 2.8 .~ ~ (--" I , ft"') !.JM >0"- ~,...... ~~ '8 ()O I!.i '..-' a ~ Z :::::- N r--.. 01 , ! ""--'._~"""'~t' -~--------~--l SEAL Date Scale Drawn Job Sheet D \ Of Sheets / / -"'.... ~ 1'1 ~ REVISIONS BY , ' DRIP ED~ AT RAKE: APFL Y ove~ UNDEfij.A"111ENT UNDe~AYMeNT: 15.Le AePHALT-&ATUAATED FELT CONFORMING TO AeTM D 226 rrpe lOR D 4e6~ rrPE I LAPPED 2" AND FAeTENEO FER MFR'e F~INTeD IHeTRUCTIONe ALL ENe J01NTe OCCUR OYER FRAMING MeMee~ 6l.0CKIN<S f 41 O.C. IN FIReTTWO $PACee IN ~AeLE ENDS ONLY ! ~~ hOCAT'OOSl , , . -~~~~~ SHAll. BE ~SOERm SPECCflC HAZARDOUS LOCAl1ONS fOR mE iI" ; . 1. (1,~ IN ~GlNQ DOORS AN) AXED AHa SUOfHG PANE1.S OF SUDtN4 (PAm) ooaf'~. ; 2. ~NG IN DO~S AND WAllS OF ENQ..()SURES fOR HOT ~ 'WH~DftN.' ~' " . I ~1lilt8s. SHO'tlERS ~D OMR SUai FAaU1WS VltQE SJaf ~~, Jif~ ~~ ; ~WEASURm HORIZOHlAU. Y. ~ It STAtCNQ 'OR \IMU<WO SlJAF'ACI:.mM' mE. ENClmdk4mm ! ~ncAlLY, ~~ m :AN~~CUW~ THAN 6() lNaU (1524mrn), WEASURED "" , I J. ~NG IN AN lNlXWXJAl. fl)(fJ) OR OPERA8LE PAle. ADJAa:NT TO A ~ VfiERE lliE NEAREST . i =Al~JS~%~l804-!NQiINI'U C610t.mp) AADt) ~8S CK m:: DOOR IN A a.osm P05l11ON AN) ~OSE' I ' "f'lE!S (t-.'T rnm "OVE WE FtOOR M WAlJ(ING SURfACE. , ~nm; GlAZING IN WAllS PUPfHDlQ)l..AA 10 llE PlANE ~ lHE DOeR IN A a.OSED POSll1ON H ' . ~ OR YltTHN OViO.lJHo UNllS .. GRQJp R2 SHAU.. SE SUB.ECT TO 2405.2.1(4) I . : 4. ~~ 1~\m"fA~..lr ~ WM:~ lHOSE l.OCAl1ON OESCRlea> IN I~S : , , ..:2 ~~~~~"1451~rr= ~~.84m2). t:~ ~m~.A'm*iJN.~~(A~zanAU.Y Of' THE PLANE OF G1.ue o~INULee Al.ONG AAKE TO : UND=~A~NT AND TO EAC~ OTHe~ wi A 4" UJIOTI-t OF A~P~AL T ~LA~TIC ~OOF CEMENT lIS. NtN . COVER Il~ eAR wi &TD ~'1-lO(X EMeEDOED 6" INTO ToP LINT!L eL.0CX, LAP eFt./C! 2~" ~IP END A~fI4AL T ~1Nc:;LEe TO HAve *LF- eEA1.ING ADHESIve eTRJP& OR eE INTe~OCKI~, CONFcm1lNG TO ASTM D 22& OR D ~462 FASTENEP wi ~ FAeTENERe FeR el~p, ALl. FAeTeNe~ t1tl&T at: COve~D 6'( e~(NGl..e OV1i:~AP FAereNE~: uee GALv.ANIZED ROOFING NAIL5 wi MIN, 12 ~AUGe (.I~") ~ANK wI MIN. 3/8" PIA l4!AD, wi WFFfCIENT l.eN6T~ TO PENETRATE T~~~ ALL. ROOFING MATe~IA1.~ AND A MINIMUM OF 3/411 INTO Tl-ia ROOF eHEATHI~ O~ THfi(OlkiH THe ~ATHING. ~INULe eTARTER C~: mlM OFF TABS bU TO 1" FROM F~ONT DRIP ED~e. AT EAve: AFPL Y UNDER UND~~LA YMENT 115 eAR YERTlCAl REN=. IN ~ ceu. .~ FOOTIHci DOlE!. La! &TD ~. !-lOOK El1eEDDED 6- MlN IN FOOTI~ (5. HN IN a. TI-I< FCOtlt-tiJ AND Wlll-4 25" LAP L~T~ AeOYe &LAB DRIP E~ AT RAJ<:$ APFt.. y OYER ~~~AYMENT GAeLE END f:{~~}{l ed COMMON ~ (,11 O,C. EDGE . FIELD .,. 8d ~ING 61-lANK NAILe , 4" OC. , GAeLE END ~ a~LE TFaJSe D ad COMMON S 6'1 o.c. EDGe AND 1211 o_c. FIELD 5. AU. GlAZING 1M RAlJNGS REGARClESS or AAEA OR HEIGHT MOW: A WAUOHG SURFACE~aJJOING STRUCltlRAL BAl.JJSTER PANELS AHD NOHsmuC'1\JRAL IN-FlU.. PANELS. 8. CUZlNC IN WAU.S A)ll) FtNCES ENCl~G INDOOR AND OUTDOOR SWIAIt(G POOlS AND SPAS ".HERE 1HE ~~Rf~ EOOt (I THE Q.AZlNQ IS: en lESp",lHM eo INCHES (1525mm) Aa<M: 1HE ~ Mm) HMtz~Jri ~~&~~i ~ 'tHE GlAlI~ IS Vt1lflM eo ~aiES TO SlHClE GtA2INC AND AU. PANES IN Wlt.l'IPti <U.lINO. POOlOR SPA. ms SHAll ,.pPlY . "". .. ..~ '1;;.. ~ ...~ '..~. .~." D~IP Et>GE TO ~AvE 211 OYEFCLAP, FASTENeD @ 1211 O.C., eXTENO 1/4" eELOW 1;I4EATHING AND eXTENp 2" MINIMUM BACK ONTO ~00l= , -, '.. ,,,p.-,, FOOTINCi VS_TICAI- J;;!SINFOt=iCSMflNT CElT AfL.& ~ ~ ~. 1f'" \~. ! ' ..... 112' II I'.ct' ROOf t?IAPHR.AUM N,AJ~INu SCHeI?LLt:= NO SCALE , . ~'- 1 :..~ REQUIRED SAFETY GLAziNG IN ~AzAROOUS LOCATIONS ...............""...." ......., -.1 "".....)'I.~~'.rr#.,''''lI .' _"," "it ~ .~ Fee 2406.2 APfl..ICAflON Of ASr'HAJ.., f 5HINC1L.~5 12" MFH MINIMUMUJIND ~&ISTANCE RATING ~QUI~!D. INeTALL eHlNale5 IN ACCO~ANCe WITH THle DeTJ~ll.. AND THE MANUFACTURER1e ~INTED INeT~CTION~~. (~F 2~~1 Fee 6EC. 1501) 1 -_ ~". J.,IIlII.. J . , " ..... ~.f1. .1~"~ J..~, t...lit;~~,~~\."~::";(Jr')Jl~.;:- :. ,'. .....JM~-;.,. ..- ' TA8LE 1801.2C ROOF OVERHANG COMPONENT AND ClADOtNO DESIGN 'MNO PRESSURES FOR A BUILO(NQ W1TH MEAN ROOF HEIGHT OF 30 FlET LOCATED IN EXPOSURE B (pet) Satlo WInd SpHd v (mph - 3 ucond QUtt) ] EffKtlv. Wind Area 120 130 140 150 Zone (ft%) 90 100 110 9lO10' Roof -25,9 -31,4 -37.3 .43.8 -50.8 -58.3 -21,0 2 20 -20.8 -25.5 -30.8 .36.7 .43.0 -49.9 -57.3 2 100 -19.8 -24.4 -29,S .3$,1 .41.2 -41.8 ,-54,9 3 10 -34,$ -42.7 -51.8 -61,5 -72.1 -83,7 .96,0 3 20 -21,1 -33.5 -40.5 .43.3 -56.6 -65,7 .75,4 3 100 -10,0 -12.2 -14.8 .17,8 -20.6 -23.9 -27,4 Roof Nt -48,3 -65.7 -15.5 -33,5 -40,6 2 -33.5 -40,6 -43,3 -65.7 .75.5 2 .j3.5 -40.8 .43,3 -&5.1 .15,5 3 -56,4 .68,3 -81.2 .110,8 -126,9 3 -50.0 -60.5 .72.0 -98.0 .112_5 3 . ,7 - 8, ] Roof ees -43.9 -51.5 -59,8 -68,6 -Z4,7 -30.5 -36.9 2 20 .24.0 -29.6 -35.8 -42.6 -50,0 .53.0 .68.5 2 100 -22.2 -21,4 -33.2 -39.5 -48.4 -53.8 -61.7 3 10 -24,7 -30.5 -36.9 043,9 -51.5 -59.8 -68.6 3 20 .24,0 -29,8 -35.8 -42.6 -50,0 -58.0 -68,5 3 100 .22.2 .27,4 .33.2 -39,5 -48.4 -53.8 ,61,1 -Tr , :i ~t:f4 IZ ..4-;~ . ~..ri~-h~~ ~"1'~ S%tis. -ftM.l~~_.~!l. ~P8<;~ . ;' ,t~1::~:~~~~~~> . .~ ,~~ ".. ~:::,:-.-:::..- ..- -:a:r.:: .. rolrt:lli._.___,___ _ " "~ ~) 00 ~ ~ ~ ~ ~ ~ < ~ Z ~ 00 ~_ ;:L..~4/~_~O,,~ wi t... 2''xi- ~~_!5..!..i:JG. ;" , . >. , "':..~~LlMU (~linJIiI~.~, .-r.~~{;~~.A.-.--' ~: " , , _,..._~v ..,~. ....... .. I , h vi ~ ", IOIG ~-;H.- ,..f'U!... -L~v · ':"?:I/ i ~,t:!l$,'I.._ ;d.~;}.iHI3>t..1' -- ~"I 'it"~-~i6~Ir{.,OP ," I'" .. .~~~ , , ~~ll"~ l#~lA , !'f6 MMre~ l:!ltl~l. - ! ~.' ~L.~ 1.-41~ Alit/U' v~ ~"'r t". .. -, '. , , :Ue.lT ,""a.'~\..& W , 1-:- ~"J J "ILUiPW/trJ.Jj; ri' 4: (J c.IJ. - e fZ -, ~ :1.-.'S.---~(.-:r- ,;"'/411 ~ CI fjft.:'Lf.'1 .!l-XC8.Ja~ t;..$ _t1i .:l'2t-4' e ,," oC- -'_._~, _ c,.J I.. V. PL.~t:l.LtY.U..' --,-"_,~i....~afk.~'~ ____ l?~~::;'.?r1_~,C$ ~~!.r;.l(#-'1' -= ., '~,~,twIM" ;. . ~~ItMII~ I', .' t ,m-tlu~."H ~Q~~ ~~""'i ] ~ t ~'1 r ~p I~ 0/..... r,,,. vW t::lh~'P--ltla. 10'< e S 45', I ;:./U.1tJ.LOG'<_ . F<>r SI: I p$f = 41.88 N/m2. I ft2 = 0.0929 m1. 1 mph = 0.441 mls. .' . : Noto: For etrectlve areas between tbo~ siven abo\!Cl the load may be Inte~latod. olhelWlsc use the load may be mterpolated. othtlWlsc use the load associ. ated with the lower effective ar~. ~~'t' MMt ~lflii"e l~"a. Q .yr;p.-'1', ~' + ..I iT R4.t IN~Ul..4"IPN ...A..ct' . ~I' ~"tJ.Ji at..t~ , . . tlJ" Nt...l.A? TABLE 1606.28 COMPONENT ANO CLADDtNG WlND LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (psf) For SI; I \legrt.. '" 0,01745 rad, EffeetJv. wtnd 8ulo WInd Speed V (mph - 3 s.tCOnd gU$t) atU zOM* (1\2) 85 80 11)0 110 120 130 140 150 Roof Angle> 0-10 degrees 1 10,0 10.0 -13,0 10,0 -14,$ 10"0 -18,0 10.0 -21.8 10,5 .25,9 12,. -30.4 14,3 -35.3 18,5 -40,5 1 20,0 10,1) -12.7 10,0 -14.2 10.0 .17.5 10,0 -21.2 10,0 -252 11,$ -2U 13.4 -34.4 15.4 .39.4 1 60,0 10,0 .12.2 10,0 -13.7 10.0 .16,9 10.0 .20,5 10.0 -24.4 10,6 -28.6 12.3 .33.2 14,1 -38,1 1 100.0 10.0 .11.9 10,0 -13:3 10.0 .16.5 10,0 .19,8 10.0 .23.7 10.0 -27,$ 11.4 -32,3 13.0 '37,0 2 10,0 10.0 -21.8 10.0 .24,4 10.0 .30,2 10.0 -3$.5 10.5 -43,5 12.4 '51.0 14,3 -59,2 18,5 ,61,9 2 20."0 10.0 .19,5 10.0 -21.$ 10.0 -27,0 10,1) -32.6 10.0 -38,8 11.6 -45,$ 13_4 -52.9 15.4 ,60.7 2 50,0 10,0 -16,4 10,0 -18.4 10.0 -22,7 10,0 .27,5 10.0 -32,7 10,$ .38,4 12,3 ,44,5 14,1 -51.1 2 100.0 1 0,1) .14.1 10.0 .15.8 10.0 -19,5 10,0 -2a.1 10.0 ~,O 11.4 -382 11,4 ~U 13,0 .43,9 3 10.0 10.0 ~2.8 10,0 ~U 10,0 -45.4 10.0 -55,0 10,5 -65.4 12.4 ,78.8 14.3 -89.0 165 .102,2 3 20.0 10.0 -272 10,0 -30.5 10,0 ~7,6 10.0 .45,5 10,0 -64.2 11.6 -63.8 13,4 ,73,$ 15.4 -84.7 : 3 50.0 10.0 .19.7 10.0 -22,1 10.0 -27,3 10,0 -33,1 10,0 -39.3 10.6 -482 12.3 -53,5 14,1 ,61.5 3 100,0 10.0 .14.1 10.0 -15.8 10.0 .19.5 10,0 -23.8 10.0 .28.1 10.0 -33.0 11.4 .382 13.0 -43,9 RoofA!'Il e > 10-30 ckIg~ 1 10_0 10.0 .11,9 10,0 .13.3 10.4 -16,5 12,5 .19.$ 14,$ '23.7 17,5 -27.8 20,3 '32.3 233 -37"0 1 20.0 10.0 .11.8 10.0 -13.0 10.0 .16.0 11.4 .19.4 13,$ '23,0 16,0 '27,0 18.5 ~1.4 21,3 -$&,0 1 50.0 10,0 .11,1 10.0 .12,5 10,0 .15,4 10.0 -18,$ 11.9 '22.2 13.9 -26,0 16.1 -302 18,5 -34,8 1 100,0 10.0 .10,$ 10.0 -12,1 10.0 -14.9 10,0 .18,1 10.5 -21,5 12.4 -25.2 14.~ -29.3 lEl.S -33.6 2 10,0 10.0 '25.1 10,0 .282 lOA -34.8 12,5 -42.1 14,9 -~.1 17,5 .5$,7 20.3 ,68.1 233 .78.2 2 20.0 10.0 -2.2.$ 10.0 -25,$ 10,0 -315 11.4 -38.2 13.6 -45.4 16.0 -53,3 18.5 -81.8 21,3 .710 2 50.0 10.0 -19,7 10,0 '22.1 10.0 -2].3 10.0 -33,0 11.9 -39,3 13,9 .48.1 16,1 -53.5 HI.5 -61,4 a 100,0 10,0 -17,4 10,0 .19,5 10,0 '21,1 10.0 .29.1 10,5 -34,7 12.. -40,7 14.3 47,2 16.5 -54"2 3 10.0 10.0 '25.1 10.0 .2U 10.4 -3U 12,5 -42.1 14.9 -50.t 17,5 .5$"7 20.3 -8S.1 23.3 -78,2 3 20.0 10.0 -22,8 10.0 .256 10,0 -31.5 11,4 -38,2 13.8 .45.4 16,0 .53.3 18.5 -81.8 21.3 ,71.0 3 50.0 10.0 -19,1 10.0 -Z2,1 10,0 '27.3 10.0 .33.0 11.9 .39.3 13.9 -48,1 IS,1 .53.5 18.5 ,81,4 3 100,0 10,0 -17,4 10,0 -19.5 10.0 .24,1 10.0 29.1 10,5 -34,1 12,4 -40.1 14.3 -47,2 16,5 -542 Roof Angle> 3O-4S @grees 1 10.0 11.9 ,13.0 13,3 -14.6 16.5 -18,0 19,9 .21.8 23,7 -25.9 27,8 ,30.4 32"3 ~5,3 37,0 ,40.5 1 20.0 11,6 -12,3 13.0 .13,$ 18,0 -17.1 19.4 -20.7 23.0 -24.6 27~ -2U 31.4 -3H 36,0 -38,4 1 SO.O 11.1 -11,5 12,5 -12,8 15.4 .15,9 18,8 -19"2 22.2 -22"8 26:0 -26.8 30,,2 31.1 34,6 '35,7 t 100,0 10,8 .10,8 12,1 -12.1 lU .14,9 18.1 .18.1 21,5 .21.5 25.2 '25,2 29.3 '29.3 336 ,33.8 2 10.0 11.9 -15.2 13.3 -17.0 18.5 '21,0 19,9 -25.S 23.1 .30.3 27,8 -35.6 32,3 -412 37,0 ,41,3 .2 20.0 1U ,14,5 13,0 .16.3 18.0 -20.1 19.4 -24.3 23.0 .29.0 27,0 -34.0 31.4 -39,4 36.0 .45.3 2 50,0 11,1 -13,7 12.5 -15,3 15.4 -18,9 18,6 .22.9 22.2 -27,2 26,0 -32.0 302 '37,1 34,6 ,42,5 2 100.0 10.8 .13,0 12,1 .14.6 14.9 .18.0 18.1 .21,8 21.5 '25.9 25,2 .30.4 29.3 -35.3 33,6 ,40.5 3 10.0 11,8 .15,Z 13.3 -17,0 16.5 '21,0 19,9 -25,5 23,7 -30,3 27.8 -35.6 32,3 -4U 37,0 ,473 3 20,0 11.6 -14.5 13"0 .18,3 16.0 -20,1 19.4 .24,3 23,0 -29,0 21.0 -34.0 31,4 -39.4 36.0 .45,3 3 50.0 11.1 .13.7 12,$ .15,3 15.4 -18.9 18.6 -22,9 22.2 .27,2 26.0 .32,0 302 -37.1 34,6 42.5 3 100,0 lo.s '13,0 12,1 .14,$ 14,9 .18,0 16.1 -11.8 21.5 '25.9 25,2 -30.4 29.3 -35,3 33,6 40.5 Wall .. 10.0 13,0 .14,1 14.6 .15.8 18,0 -19.5 21.8 -23.6 25,9 -28,1 30,4 ~.O 35,3 -382 40.5 ,439 4 20_0 12.4 -13.5 13,9 .15,1 17.2 -18.7 20.8 .22.8 24,1 .26.9 29.0 .31,$ 33.7 -36] 38.7 ,42,1 4 60.0 11.6 .12.7 13.0 -14.3 16.1 -17,8 19,5 .21.3 23.2 -2S,4 272 -29.8 316 -34,$ 36.2 -39.7 4 100.0 11.1 .12,2 12.4 .13.6 15.3 ,16,8 18.5 -20.4 22,0 -24,2 25,9 .2U 30.0 ~,O 34.4 -318 5 10.0 13,0 .17.4 14.6 -19,5 18,0 -24,1 21,8 -2g, 1 2$,9 .34,7 30.4 -40.7 35.3 -47,2 40,5 -542 5 20.0 12.4 .1&,2 138 -18,2 17.2 '22.5 20,8 -V,2 24,7 .32.4 28,0 .38.0 33.7 -44.0 38.7 .505 5 50.0 11,8 .14,7 13.0 .f8,5 fEU -~,3 19.5 '24,8 23.2 '29.3 27,2 '34.3 31.& -3U 38,2 ,457 5 100,0 11.1 .13.5 12.4 .15.1 15,3 .18.1 18,5 .22.8 22.0 '26.9 25,9 -31,8 30,0 -3&,7 34.4 .42,1 FlQURe 1606,2(C) COMf'ONENT ANO ClADOING LOADING DIAGRAMS A.~~ ~c..A~ .''''.4'1 ,./') ..... '0 M M ;.-1 ~:t.. ~. 0..8 ~~ , (~ ~~ ;>~ -<,......, ~ (4", .~ ...... ~~ .... ~ Z o ('I {"-.. 0-. ~ S ~'j:;; o J 00 :.:3 Z~ Ou ~~ -< '~ ~= ~U ~~ ~< ~'Mlt,.. v.~ PN4rAN : ~. TkeA~p rtu... ~ , \.\'1 · ..z ~- , - :1. . . -~~~~._- , t :' '~1 t:.1t.J.~ t;rr~ ui ..fll$:~~ N'~ 't'1~ .--. -~1' "4-"~.'~:~.~i - ,- ~~ ~tJ.h).'-'~d" ,A.A~ ...., I-1A ;~7A!..~ 1'1_~ii,.i_ tp4::~~~.'!!.,~~!f..... ..4.7.,_ ,c4P.e.__~~ C;LEl(lE ~ox. 'I 4 LONOfl'UOtNAl ~ !1 -4E .. #l!lAE;IJJt;. ~ (/1-1' " 4E LONGrNDINAL I../o~ CO~';"'--, ~~A~'7'd____ ~ , I I I I '___,___,___ C~f2__:N!'!~.~. . TYPICAL ~ALL SECTION, N.T.s. i -==t---- ~c;.:...._,_, __ ;:~oq~_,_._ FI,RE PLACE SECTION Inateas where the high wind is 120 mph or more.or within 1 mile of the coast where the, wjndi> tlre 110 mph or higher - buildings must be'designed to protect exterior windows . and glass doors frOln the impact of debris tossed by the '?Iind. Or~ buildings' must be made strong enough to withstand the change in air pressure should debris pierce a window or glass door during a high-winds stonn. 'V'.' . ~1 N~T.S. FIGURE 1606,2b MAIN WtND FORce LOADING DIAGRAM .__....'.:;,;,;,"7..;;;.=.,..~;--.. .. -., WINO-BORNE DEBRIS PROTECTION FA:mNINGSCHE'i.IDLE-' . fOR WOOO STACJeTURAL PANELS FASTENER SPAClNO (1".)1.1 -<: ,., ~,--',.-..." ... ...-......-'---.,--.. FASTeNER TYPE Options For Wiudows Aud Glass Doors Pa.,.' Span s 2 ft 2 It < Pan" Span <4ft 16 16 6 4 ft < Pan.' Span <8ft 12 16 4 e ft < Panel ap.n <8ft 9 lZ 3 EAL .~lY''Vood shields can be used to cover them. The plywoo4 must be at least 1/16.inch thick and the contractor must cut thero and install the anchors for them. around windows and doors. 2 lJ2 #6 Wood Sctew3 Z 1/1 ff1 Wood $(w,vs3 Doubk-Headed Nal SI: l inch:::2S_4 mm I (00(=305 mm I 16 12 Date ~ Shutters that meet impact tests for the location. Scale NOleS: J. This table Is bnfed on I maximum wfbd speed of 130 mph (S8 nv's) and mun roofbelght of 33 feet (10 m) or Ius_ 2_ fasleaert shall ~ installed at opposIng t.nds of the wood SlnlCtIll'lll panel. , 1 Wbef~ SCftwS MellttaehetJ to maronry or masonryJstueeo. they shall be attached IIslnil vibration,resislll1lt anchors bavi.,. a minimum withdtwtal ~pao- it)' o( 490 Ib (2180 kN). 4, Nails sllall be tOeS common or 12d bci~ double-headed nalfs, t Impact-resistant windows and doors, Drawn For Sf: \ ftl:: 0.0929 m2. lmph = 0.447 mls. 1 pS(:$ 47.88 N/m2. 1 For etfe<:tlve areas or wind speeds between those given above the load may be Intarpolated. ott1elWlse use the load associated with the fower effective area. 2 Tabla values shall be edjullled for height and e>:pOsvl8 by mulliplylng by adlustment coeffIcIents In Table 1606,20, 3 See Figure 1606,2(c) fo, Iocatlon ot zones, 4 Plus and minus slgnt signify pressures acllng toward and away flom the building surfaces, Job Sheet D~ Of Sheets -.<< 24 X 36 PRINTED ON NO, 1000H CLEARPR1NT\\l ~ 1;1 . ._.--........,..._..,~.....,.:..,-.-.. --,.....,............ ..... 1. .:1' :1;,: , , PQU6LE TOP pJ' . oeAIWG , ~f i~A8lE. ~Q 8RACiNG DETAIl ('WOOf) "RAUIN(j~ " "~~ QO ~~ ~ ><c_f \lP T~ :o"~' 1>l\Q$ .. ... 0...:: ~ a"l<.'l:lI.~.~' 4"~ IW tJ MA .4' o.oc. ~ GI<<JI tRM a."4'~~.' , "'. .TT~lWWI\ollA.:t ..'OIC~ ' " . . \\AClUl mDO ' &!CTr~ '0) ~ . , 6ECTlON li\ ~ 'f;D ~".... ...." ....W1A~ ... ~ . , oove(E -Lw BRACING OiTAIL' - ~ ",u ,P.,..".",',..~. "-~"l: ~_'..~..._._ol....-';O..,....._............. - . ~ . , 6IMF&ON HIO WI ~ .. eo TO mu&& ~ 10 e~AM o'Y ! I } t. I I 2 . 2" X I," .2 & y p WI 112" ef> A~ER W/IE>d ~ 6\ o.c. -$ EDCil:5 (2)6IMFS:QN 'leT A 21 W/16-:l0J. '~). (ce~ncR"ON P05T 4 seAM) GII x ~" "2 6YP poeT ~. I ~ . .....~ .:-: TV? .SM'SON woSA t I-fJGHES ADZB OR seMCO A0$2 P.T. eoT'. PLA. TE 'HEADER DETAIL .: 't.A.FT ~amoos AT l.OfJ.l) ~G WALL. INT. H~A~R SCHEOULE OPENtNG HEAOER . . ... -,....""'~.:>...__...-_...._--~~_..~.. ., .. .. 24 X 36 PRINTED ON NO, 1000H CLEARPRINT~ .... M. i~ MOft.'...oMA...d- ~~~>opef.lJl. -'4. ~ .. '4- ~ \ r :~[~1~~' ilMmI ,~t'4-J""'" ~ C<<.kl JCj.' ~ 14 tJ)O 'fT'.'J """'.......0 WI Ct) ...., ~. "i:~ I I i I &1"4 C4:>>~ .At U(:H ~ SECTION ~ ~. V ~ 14'...... ttLIt BRACING REQUIREMENTS I -j ,I I (2) 2..." t" BRAct I -0". It~ 10'4.. 14'-0" SlIIO ~ (1) 2""". (2) 2'1." , gAONO t" llmlE t" 8RA(:( t. ~A<< 15" 0-0- · ~-r' 4'-.. t-O" t~ .& It-O. 2." d-o. .. ...0" .'~o. .. 1~" r-o. .. 10'-0. NOTE: .' . .... " , . "L" BRACE MUsT EXltNi) AT LtAsr 90'S OF \\m LENGTH . ..........;.....---........__... .~~;_.,. I I I " , I, ! ; .f I ! ..,~. .. . .._~.. ..... .........,.... :~...._ ,,~.... ~....,.# ._.... .... ,I ._....1'1\ u"u.,x.. ' '. : ,~. '. , 4) 'CON~F.l\$ '. , " ~,.~.: . 54.~ ' , lA, " .0. '. . ~ . !')TtJ SClUtW$' .. , (12 .-AX o.q.1-"YP. 'tflTH NIJ~\ AU. (4) SlOts . , , '. f'l\SlENEAs -./ I I 1 I I I I I I wogo sellSW$ _._.._.......-:._...__1 ...................-........._- :. : ~ . CAULK Al.Otf~ 8ACI< $IOe: o.f' fltf BP.fURe F ut!ttfW& t ,.~') - =.s--' I ~--_-....=-. - I . .._~......-. Fltnn:o WlNI>Q\f tn.!?) ---........-..,... --.....-- NOtES: i~'USi' '10 )( 1" 1'>11. :m~t. 610 x" ," I Oft 8d UA!.VANWm HAI1.3. I;?, Nt-TACH WJNOO\f DlHP:crfLY 'ro L "RA).H~G UNOf.n SllU..SltllNG. ~._________..-~.__..._....--....""...._"'-,... ...... '.r.'_ GIIQOERJe~~H . 4) 6IHP&ON ~-6 1IJ1'~ . &d eA, 2 . 2x4 &,p F. TOP PLAT! 3 -1x4 P.T.t2 &.VP. U)/l~d ~ ,,' O'c.l:A. &IMP&ON ti.tT2&8 W124 . 16d NA I\.& P .T. z;(4 BA&E PLAT!: t2&.YP. .......--.--...-.- FRAME WALL , '..1." '.:: :. N.T .& RDER/BEAM BEARING ..' I.. ... .... . '. .... n .~." "0 '" '. ." ~ _. .-.... -- _. -. - . . -.. .__._..~..... ~iol.:':" !"'7;~~$""irtt '~t:;.f?'-t"'t'7'" _,,-..4~~;"'_~;_~~" ,...-.r.;..... :'"t~:.~ ,~;.:.t;...h:..~ ~". ";.f-.:.:~I;'H" - .....T.... ,,, ,... "".#. '.' .,.1.<$ f.'. t . .... . 1'~ ..JI'. ,'\,' 1-. .' '.;' '.,.,"!/1.) ,.,.~....... ::1 -''''./",.''",/:: ~1"~., ...'{.:.l#.....: f!''r', ;.~ ~'t _~~ i; tAAlt~ fJ' ':.. 0".. .~. ()\"'l:';:. t:...~.: ~ :~~;':~~'i;;~;,. ,1':;..:' ~~~> f:<;:t;:(:,.',~:.:,;~~~, ,:~{.:},':~ ;:~ ."~ ~; . 'i;~~:~~~~::r'? I ~'\ ~<"., ,: ';"..," "'.".:,,~,'~, ',' v",..,.'~" ""...,~-,.., 'U'i ".,"..~,~" ~ ." ., '1." ..' "I,.'1;" ',,: "', .> ~" '( 'j "... ,," ,...,~~ " i4:~~i.)"'~~'~~~ . t ~';~t~~~/~~(~l"~ ~ l''}'~::'! . ;..,t; :'; ~ ."'~.. ( t:~ ::~!!~o"' ~ _'\~~; _~j:. :'.:.\..t"f"'~~' ':., I ! "<;;.,,~,,,../\ . ..: \: ' ..,1:'If,t.r~ .,'1:"4'" ,.', ''f.'' """"="""~' ',' " .' t', ' . ", '::;:L I '. ~'r ~'~:;.,~<.~ f. '~~~~"~ .:.<J':r'~:(~ if';'::" :~;f :. =(~., ;~~~i. ~.1 ~;~:9;'~" .~.~ ~..~~~:t : :~~ :.:: ~.>."l~:t1 .;' ,,-,.'\,t,d~ '...' f.;.~,<:;t,~.~.::..l.',"", ,....'.~.'... ,..1.,('!1~~ ,.~,,,':' '.tr:' .f;' il,l'la:" ....i '\"\,:::~. > t., ~.~.,:.:.-.'.',::,.~,..t~i,'J7';":-",:,;.i;;,.......;;I',:'<; .:.'; ;~:;...\,~~.;t .~,} " ", i ~~: ;':" "',~,~':,:: EJ.~ ":.~"A: c' ~ ,;'." ::;:::>::.,; . ~;;, <.~:';"":~t '::0 .' ~'; "/.~"'.. "'~.~:" ~...~~~.v.,.'.~"'. .. ....~~':':-:: .~;.. ..r.~.::..~..~ . , . '" - -, ." 'J ~.., ( ... .'" "\.. 'f" f'" J., ~ .' I U ' '.', ,.;', .',:.,.: .. \' ':,::~\':~" ':-~~It ~;.. ~":~..'~".;;;.{!,l.':~~. .~:.,...~.', ,;,;,:.t.,:~ ....:_. .' ',".' ""'.," ,'..'~~ii. ;,: ,.':,,; :1~~~~. .., . , . _..... ...-..-___......,.......'#,,_."""''''N~o/N(..'~_'..M_.M.JN. "........... ....... ..'....."'...~.""""___,__......._."........,' :.~.................-'..,_"".., ...............".,.. ",._....,..._..'....'.w........."_.".~.,,..'..,,_....... "'..."'J,.,....,.......".........,...".._.~ ; I I I I ! .., \ .. ~ Rafter Nut J Washer ,.~- ....... Traditional Clip Sole Plate ~ .. C0I1Cr9~e " , . .... ..,. .." ....... .....". -'" .... ......'............'1'..""'....._7 ~.. ..04 c..o4f~~(..._.................,~,...........................,.""......,........\.................."".,....... ............,"'.....'..,.._.....-_ ... ... .., ,. ... . -. DoubleTop Plate Coupler sOI,epl~eG9nQ~~IOn~ ,. for Lateraf Resist~ce " .I,f . . .. .. ." ... .. AI ~'\ 4 " ,. . '.... . . .. .. .. ... , '. ..' .: , ~. , . ~~...t~~~.~:.~~-I.. .....,. ..........._."._.l""".~~........_'"" -....... ,,""""....~.... ~...., ,-...... .", ", '" ,., , .' -.....,. , t..J..1: 5. ~tON BNO JOl&T TO SILL OR TOP PLA~ TOE NAIL JCI$t T() ~ JOl&1, FACllWt: JOl6t TO &tW. OR GlICOER rO!! NAlL. ~oo~ TO J01&T: TO! NAIl. ~ END ~&1RlP ~& ~ LW euaA.acR TO fA. JOI&T. MC! NAIL OV!R Ix& ooeA.OOR TO !A. J01$T, FACe NAIL ," eueR.OOR TO JOI$T OR GllilUR. el.1NO ~ FIa NAil ~I! PLATE TO .I01&f ~ elO(;Kt.lG. FACi WI..!!.. TOP ~ 6GU PLAT! TO 6T1JO END NAIL 6nJl> TO ea.! PlAl!. TO! NAil. Ocmt.EO &lUO& PACE NAIl.. DO'Je1.!O tOP FlAlE$. FACe NAIL toP Pt.A1i!&.l)p~ ~lON& Mce NAIL ~llWJ$~TUIO Pl~& CEIL.~ .I01&i& TO f'LA~ rO! NAil. CONTlNlJOO& I-E~ TO &1\10. TO! NAIL CElL.I>>:i .,101&1'$ Upe O~ PARtlTtaN&, FACI NAIl. C!ll.~ JOI&T~ TO 1'ARAl.Ut. ~. f1AC!! NAIL !WTER TO FLATS Toe NAIL I' aAACI 'fo EA04 &TU) . fLATS FAC! NAIt. 1x& OR LE$& eHEAT~m TO ~ ~ FACi NAIL OYEM Ix& MAn4~ TO ~ e!AAlm. FlU NAIL 6U!Lt-llP ~ $tUO& eurLT.~G~ ~ e:AM$ OFT~ ~ 21~ &TU06 TO &oI.! PLATE. ENE> NA1L ~ &~ PANEl. eoaFt.OOR.~ 1S~2",It2', 1A~. ~ &~llM PANel. eueFl~'NG 1li32' . )/4" WOP &~ p,ANi\. ~~ r, 1-11&" ekiOO &~ PMI. aeR.00RlHG emu, Jljl, 11l6>" woo &~ PANEL aJeFl~ M2', &/~. tl.@ &~ P~ ~ C UlALL HAn-lm ~ PAATlClEeOARO $l-l!ATHlN:) W ~ 1.Ee& u.ooo 6tMICnAA. P~ ~ C I1IAl.L $!AT1-l1NG AW PARTICl.feOAAO RA~~ M2'OR~~ ~ &~ PAN!t. ~ I WAll. RATI-lm ~ PARTtCLEeoAl'O $l-l!A~~ ~N;D - r.a' woo &n;sJCnM PANa. ROGF . WAlL HAT1-l~ Al.jp P.ARt1cueoAflO $tlEAT~ I!m' . 3/4u Fiea~Af'O e+l!ATHltU ~'~R fl ~,.. TIolm ~' $~~ FT~.......... ~THIN:i 2M2" &~lI.lRA1. 6Y~ eHlAll-IltU 112' 6 I ,VIAl ~THINCi &1&' 6'1"P6U1 WAL.l.eoA~ 1/2" G I ....... I _~eoAJ(O &18" ~'eC~ LAP ~OIN<:i - Ol~ TO ~. ce. ~1\I0$ !-i.AAOacAAr:> LAP &JO~ . O'i!R 6I-lEATHm l-lAlO!Oeo~ PAtoa 6lDW - DJRfCT TO 24" OJ:,. &'TI.IO& ~aoAli1D PAI'a $IO~ . OViR NAILING eC~EDULE FA$~ ad 16d~ 8d~ ad c:GItt1CN ~ CQt1Ct{ ad CGtt1~ ad~ I6d c.ct't'lON 16d~ 16d~ Sd cat1~ IN~ I~ CGtt10N I6d &d~ ad W1'1CN &d~ &d ca-ttaN ad Cat1~ eo ca11a-t l6d GGtlHON 2~d CGtt'lCN I6d CGtt10N led~ 6d cc:tt1Ctl, ~ULAA ~ EflAA. T~ ed ~~ ~ ed AWJLAR OR 6PIAA. TIJO t~~OR &d .6WJLAA ~ &PlAAl. n-lO 16g1 ~ v lUiJO:! &TAFU$. )/&11 HN CROJ.N, \.&1&" L@ ~ ~v _ &TAPlE&, ,/~u HN ~.I"/&n L~ &d ~ (\LW.U ~ CGtQ1a.l (~> ed CGt'Q1G'N l~ G.6L. V W~ 5Tmn, 3J&U"M1R C~. LOOTH CflII PltJ$ Tl41~6& OF PANeL I~ G.ALV WJ1ii5 &TAfU~. 31&IHltf ~. ~t~ OF \n PLUS fl.ll~6& OF PM\. ""'" '^". lV'~ OR !!s: /lAI V. t' . NA!I.I.W LG ViI ,It~" f.lEAP ed ~~,GA!.v. NA!1. 1.111' LG <U '11~1 \ol!AP ...... ....... . ,..,,, CR US' GALV. ROOfm NAil. \-)/4' LG 'J)/ ill&D ~ H 6.A ,.V'j" G.Al.V, W' !-lEAP 116.A \. ~/4\ GAl. V, ,~. ~AO 1.3/e' ~IIAI L NAlt. A&lM C 514 1.112' PR'rUJ,6l.L. NAIL A&tN C &14 ed ~I~ ~el&TANlUl~fllft 6/./N-J< OIA OF ~' AND A HIN. !-lEAl) OIA a: 2~, wlt.1n' HIH ~TlaN INTO &TUP l~ I fii1:&:STAm WItH HlN. ~ CIA OF ~I ANO A HlN. H:AO orA. Cf .2~~ tx.:f [~16TANTI.lJIT~ NiNo e..IA>>< CIA. ~ ~ I iW A MIli ~ OIA OF 2~9 ed CN ~&I&T.Am UJlTH MlN. $WoN( orA. Cf ~, ~ A HIN. l-EAO DIA. OF 1j;' ,I t....:. . ;:~'1~ ';, '.' Q: .'" ~ ,. 'Q! :, 13 '.:.. . . ......... ',~{. .; ~":~ .: . 's.r.:r.. . . ..,:-. ':':>:" ...:, ' ..~. if 'I .~ )t;,1'i- " ':-": . . :t.'ii;;t~ ,"i: ""~ ...~.,. o!l!;. .';' ;-."1fJ;:.} \ , ..-.,,!7'.~,,\ 4.:;;, . . ~':;~:: :}: ~.. . 1.'-) : ..::', ,'~ "'1 .... ~~;'~: 7:':~~~;~: ,; .1 t.:. . '.f . ' .# .' . . , . .'. .; ~',S-~' ," .' ,~.r'~:.." .";::~' i: ...'.1 ~:' .,' . ,~~ ~ . ::',,;:: ~ : l' ,,' ..'. . " , ." 1.~~:.~{..1 ". ~ :..i/ . ?~:'.."":':?': . f. . .~..'.. J.~ ~:.; ;. ....~.. .. ~. :-'.'\ .. ":':?'..'~; '. ..' . " i:.. .. .. .':.: .:..:J... ",' . :. ll. ":' ...:'~~. . '. .... . _.~---_.." :~l~~~OH E:rAr,14 i.... .-.--..-.... . ,\. " 'l,J,PLlFT, CONNECTIONS FOR :2Y'p. :>I~fPtIF~ A Nil NG " '. ,.", ,...', , ,~i..\! '1. i . " '" ~.. . . . , " .' ".. '....... ......~.r-;"""':"'-...,.-":"1-.--...-- ~ OR 6PACt<<$ ~"OC 3 ~ , 'At ~ JOI&t 2 3 2 '.'OC 2 .. woe I~' oc:: Z.16d OR 3.~ e<::ttl~ 16' oc: AI.~ EA. EOGE . 3 ) J-i&dOR4.\eId 3.l6d OR 4.IN CGtt1<:N 3 2 2 3 woe: W OC AT TOP AND eoTTGt1 ~ &TI<JG!~O 2 ~& AT EA, 6PLr~ 2!ACU~ 2 EACH ENO 611 OC EOGE& kt) Ii' oc:: ~1.4Ti 6Y OC EPGE& AND 12U oc ~OIAT! 6' ex; iDGi$ kJJ) ,. oc:: ~t.m 4' oc:: !0Gl& tW " oc:: ~IATi '.W oc ~ >>lD 4' oc:: NfER1!P!AT! ......_...a............_..... _.__....,.._....... .~.. ,',,'. .......:'..,.~..:....'..~.'~...:..~~".v"~l el.OCKlm . 4' ()J;. IN ~TlW$PACUIN GAeL! eNO& ON!. y Al.L i!Nl) J<>>lt& Ism" CO:< &TAGG!lUJ> ~~u!t ..::;:',,~:fc~J_J.m\' J./1P I>lO '.f ROOf tllH~M N.AJl..INa SCHeOlLe itd ecAU~ ' :..~:::::::'~:.:...~;.~.....':~---..._- ,; , G\JJI ~NGUl4 Al.CitU RAI<IlO ~RAm:m JW to e.AOf ~.J A ""IJ.Ql)fll OF A$flHAL T ~~es-en f j ~'I1'lllXT. I!.LD ~.6l.T-&A~Ti~ II' All, ~~ TO A$1H t) 22. TYJIII Qt D ~, T'rf'II \..6ml) 2. JW ,J4f&f:e> i "It ~'& FWlMl> IN&lAJeTlQ03 AafW.41.T ~E.lO HAW mp. et,6Ul.tAOHUIVl .~H CIf' ee ~~f().6&n1J) ". OR J) ~2 F!4'1Nt) VII. "Mm<<M PeR 6tJtP. AU. M6TefiN ~ N c:.cM:JlSD lty ~ CYUUP F.&6THNt U$I ~VAX!ZIO ~ lUlU ~ I) ~ (JNJ $4lIN( 'II Hat w 01.4 ~. flI M~ Lemn4l~ ~lI nMIGH~ ~ HATetiAlt JOll> A ~11.H (}to S/,. NfO M AOGf &IlfA~ ~ ~ tllI ell!A1ll>>1 ~ .TAA'f~ ~ 1Ili#1 Gffl TAe& .'101'1'flQ1 ~r ~,!OGI TO H.AYI ~ Mfl.Ap, f1A11>>C . I)' ()&.,I)(TIloO It.- ' MtO\ll etl!AntHt ~ IXTeO a" I1Hol1.t1 BACK GmO ~ tlrl,1CA1lON Of 16t'i'W. r ;t11Na,eS 12" I'Rll'li)lfM LN:) "ln~ AA'fll..G fiII!~f'EO (flSI aHl Fee efi(:. u" '. __"___~_________'~"""''''_'''''4.'''''_'_"_'''' ... .......... ...-... ......- . - ..- -.- ...:- . ........-:".~. ---' ,'- -~.. . .._..~-~._._..:.- ,......... ~... ...... "~'.'~'...".r -.... ....: .~ ..-:"'""....';:"..-t...';-.'7-'\";- "'_.'. ..--....-.. ..... --.....,...... ..-.... ...... '" ,.. "'Y ..,....~.. ... TYPIC7\]'::"""':B~~M TO C.M.U. WALL CONNECTION l 1 i ! I I I I I ! I I i i I 1 I I I BONO BEAM . 115 VERT. IN CONe. FilED CELL DIRECTLY BELOW BEARING . ..... -... ..... .' '.. ::: :,;.~,;j~~ ..ii",:~ :, ~SJr: !~' .. '<:~[~. ~~ ,,:,:,.t~~.: ..........' .?JMr2pN "_ -nFlr =n= if .....,. ':If';';~:: 11 II II U '~:~:, ll. . II II' U It WOOD BEAM UI U II \I '.It tt, II It ,II ~ III II :;.~: ;111.1 .. , , M~.UU.pt;A".. . '. n~ 011.'" '. . .,- '" "--1-'. i , I 1 @ HAI\.APOPPLA1E)'O.c:.lU/8dC0t1H. I @ HAIL OPEIlItl6 PE~IHEiER " )' 0 C.1iIIild IIAU \ @HAUIf.At&" O.G.1iII'd HAU 'I I @ &TAGfJER ALL VERT.JOtHl& <.N)"L ii).... O~.Ult&d '; I, <V NO PL YIOOOD WUCI6 \-lEAOER . ijAlI; P,""f\OOOQ TO \, ~AQER UlJed...- oe. .0PEKlNa& OV~ ,,'.()" ua. I 6lt1P#~~,UT4)o lilt>> -lOcre EA. ,au>- 0' HlAOER " . TO.lACKUt\lO, . ,:.","" \ ' :" '; ." ":,""' . I 1_;_'''.-'\...''.' .-.,""....__. o HAIl AT BASE 3. oe. IIl/ed COHH. lumber. ~ ' -------..---...-..__ ....T' 1'1. ''('"'.ol'" . "... - .. ..... . . . f100FO~RtlANQ <<ILIPOH.mdANI) ci.ADotNQ DEStGN WINO PA~S-~'-'-"-~''''-~''- FOR A BUILOINQ WITli t..I:AN ROOf H~HT oft so FUr LOCATED IN , ' EXl"OSUAS B (ptf) alltlo ~ 8t>>M v t~ - ;t ,MOOnd IJUIt) pH OC !OGE& RJ() / 12- OC ~IA+e '~----~~~--"-----"~~F-'-- -"~---:f~'-"-"'_.'----~'-"------ {: <Y~_ __ I I I I I @: <D I 1 I , J- L___ T ~l · p. oa f06E& AN!) iii OC ~m;t1EOIAT! 4' oe EPG!& ANO e' OC OOt~IA1i a"OC~&'AW S' OC ~IA1i &- tN~l'~ ~I OC AT O~ eEARlNG ~Iac; EPGE& AN!) ." oc:: AT O~ W~ ~. _w _$ ~ ~'I oc: AT otI-IfR ~'Nc1 "I oe AT EOGE$ &. OC AT OTtER W~ 4IOCAT~S &.OCATaMR~ , · oea.l celLlt~ &. OC ~ lllAU.$ 1" oc:: GN CEILI}tS &1 OC ~ lI.I.4U& (j) ,'- IbR OC AT TOP AND eoTTctf E06e& :1 10'< I) $45' I~. oe AT TOP Ja) eonafEOGEt &~ OC AT ~$ AND 12R OC AT ~IAt! 5l.lPPOltl& For SI: I &gtee Q 001745 r.td. pOI OC At' EOGE& ~ \2" DC AT ~IA'Ti SUPPORtS F'GU~E 1608.2(c) , COMPONENT ANa CLAOOlNQ LOADING DIAGRAMS &S10' J Zone EttodIve Wlnd A,.II (1\2) 140 9Q 100 110 120 130 -21.0 -20,1 .19.8 -34.8 '17,1 .10.0 .25.9 .28,5 .24.4 -42,7 033,6 -12.2 -31." .30.8 .2U -51.8 ..o.s .1U -37.3 -3U .3$,1 ~1.5 ~.,3 .17,8 -43.8 -43,0 -41.2. .12,1 .66.6 .20,8 .so,_ -49.9 -47.8 -33.7 ~,7 .23,9 2 2 3 3 3 20 100 10 20 100 ; Roof 2 2 3 S S -24,7 .24.0 -22,2 .24.1 -24,0 -222 -su .5U .53.8 -69,8 -9.0 -53,8 -30,5 .29.8 -21.. ~,S .2U -21,4 -38.9 ~.8 -$3,2 -38.9 -3$,8 -:>>.2 -43.9 -42,8 -39.5 -43.& -4U -3&.5 -51.5 -50,0 -48.4 -51.5 -50,0 ..ce.4 20 100 10 20 100 150 -SU -51,3 .54,9 '",0 -75.4 -21.4 -68.8 ~,lI -$1,7 ~.8 .$U .11.1 ,for 51: I ptt.. 4UI Willa, 1 ai 12 0.092' m2, I lIlpb .. 0.447 mls. ~:-~~ ~~ ~~.:. lbo$e glvtll above !he 1<<t<J msy be 1ll1t~letc4. o~ \1$0 lbe I~ may be hll<<polattd. otbctwlse use this 1oa4 mocl. -,..~'",. .... ..---... ~~--..............~.t.....'".......~.H...._ ."""'" ''''''.....~-,._~.....~~..'i:''~: ~.,:.t: HEIGHT AHD EXPO$tJRE AoJUSrMarr <<Ifff1ClENTS " MMn Roof Height 15 20 25 30 35 40 45 50 55 60 J) \.41 1.5S 1.61 1.66 1:10 1.14 1.78 1.8t 1.$4 1.81 Expotllr. 8 C 1,00 1.21 1.00 1.29 1.00 1,35 1.00 J.40 1.0S 1.45 1.09 1.49 1.12 1.53 1.16 1,56 1,19 t.59 1,22 1.62 t-(ote: AU tabk muCfo $hIll be adjusted ror o~ uposuct$ a1ll1 heIghts by tnultlplyln, by \be abo'o'\l ~citt1I:$. ,'. REVISiONS BY 00 ~ ~ ~ ~ ~ ~ < ~ Z .~ 00 --~' ... V') ....... , \.0 ~ IJ") ~ trl M ~ t' , (';,) >-\ 0 .:l:!: f.L. ,; ~. ,.... 0.0 00 ...J a~ Z ~ ~v;: 0 . M U ~ ('-rj >0-. ~ ~ <-- ~ ~~ ~ 'e 00 '- ;3 8 ~ <C ~ ~ Z ~ <:> ('1 ~ < r--. 0'. , , .-,-_____....~_'0lG ,J ~ --' -~~", "~"~.--e".-"-f. \ . j ~~~ SEAL Date Scale Drawn Job Sheet \>5 Of Shede , __~r:d. 1,1 .' . . v_v .J~",~,''''d_''''':~_' ".... ~ _..__~_h"~""-''''''' ~'""'~. --- -~.' ~_.__._--------- .....~.......~,:..~,._._.._._,. _ . .4.~4"~"'-"-- (l) #5 CONT, ~ ---7----- ------. f --- ------~, EXISTING TIE NE\J TIE B ~AH BEAM #5 VERT L TIE TO ~ TD. HOOK 1" @ TOP M D BOTTOM~ ~ DRILL I ND EPOXY <1> #5 8' IN 10 EXIST. BEAM TIE TO VERT. AND CONT, r~ DRILL AND EPOXY ((?) #5 8' IN TO EXIST, FOOTING TIE TO VE ~T, AND CONT, (2) #5 CON_~,~_____;____ '1- _, _________~---- NEVI Fo'OTINGI "EXISTING FOOTING NEV FOOTING EXISTING HOUSE ~ -- CONNEC,.ION 6E.,.WEEN EX1&1INO= ANO J=F:cOFJOe;EO AOOITION 4* TYP, 6* MAX. ~ @ CORNERS . , . I D,C. TYP, VlTH SCREVS <12' MAl<, D.C. TYP, \J1TH NAILS ALL (4) SIDES . 24' MAX, . . CAULK ALONG BACK ~ SlOe: OF FLANGE BEFORE F' ASTENING (TYP') . FASTENER . . NOTES: 1. USE **10 X l' PH SMS. tHO Xl' \.1000 SCREW'S OR 8el GALVANIZED NAILS. 2, ATTACH \oIINDO\.! DIRECTLY TO FRAMING UNDER SUB-SIDING, l=INNEO UJINOOW (iVF>) STUCCO LINE \ I FINISHED MASONRY OPENING 'JIDTH CALL SIZE W'IDTH CAULK lYp, OUTSIDE I I ~. I , -0; ,,, , :~:..\~t: ~':' ,.. 'h Tyo' ",'" ~I .!'~ '"~, ' ' ?:,;~~;.~:: ~ , ,: "':' '." > :,~~': ." ,".,~------ " ..' .. . ;' ;'.,:, ',,> PIT "", '~,,'" DUCKSTRIP ~ :.....~:~~, \'."'" '.t';i" ' _ \:~ ~.~~ ~ ,<t. . ~f':'"'\:":'" '.. ,.,' I ',. .~ ~"'. ~~.,;t~ PIT -d,:::~'~ BUCKST ;F~':~:..~. ... ....,. <<\ . ~.'. ., >< \ DRY\JALL I NS IDE r -8-24 J i AP CON >< DRYWALL ~IN~l..=.~UNG WINOOU; ~ O~ I ZONT Al..~EC"1 ON NO F'ASTEN(RS THRU SILL ~ f'INISHED SILL ~ \ BY OTHERS ~ ~g-~ ...~ Z ~2 r;:;; -i- ::I: Z rT\ ~. t::;j PIT BUCKSTRI? t--',~""":"'" ''-'/ El~{CO .: ..~..' ;','.,; ," =i . :'" .. ~ [X .. ":;"1., ;:"lid/'~.: OUTSID( ....d ,'f 1, .. ~, t.' f. J .~ " '. 'r j ,... , . . (/ :rJ> f'1' -. C'l :I (I) .-;.... I!:;J INSIDE DR'r'VAL ~ (") J:> II' f'11' ClCl) :x:.... '-;f.i IC ~ f"'l-o (I) ~M ~ :r~ '! ~Z d C'\ INSIDE.\#:W~'~~q OUTSIDE f-8-24 TAP CON eINGI..E'+~UNG; WINOOU; e, Il..l.. eINdPI..S-HUNG WINOOW HSAO MASONRY MIN, 16')\ LINTEL ~ / GAP TYP, \ .' .: 1.' ,; '. ~ f.; ~', ,': I ': ,.\, , ~', : ,., :, . ", ."'" ~" . ...-: ~~' I I ~ TYP, h:-' '. ~. ~- ~' / CAULK ALONG .' BOTTOM O~ PIT '/.~' BUCKSTRIP BEF"ORE . rASTENING TO . " BLOCK CTYP) 4' .~,~ m. ~~ MIN, 1/16' GAP @ -...... '~;:: BUCKSTRIP JOINT _ "-..' '., -l J>, enLLER PIECES or 'S. .t aUCKSTRIP MUST BE ';"/ ' 24* DR LONGER) .("', ~ ~ -< " -0 CAULK @ EACH ~ JOINT <TYP) ~ 3/4' PIT J BUCKSTRIP PRECAST~ ~ SILL f I ~ .. t ( .." ".' "." ~'~~.'" ,;" . ',' ' :f I F AS TEN(R J CAULK eTYP) ~ . IN SIDE }~:~~'~~~l? '1):~,!." rr.~~ I , , .: .' '"' '" '.,',. PIT BUCKSTRIP OUTSIDE MAeONF<V Ot=ENIN~ / 24 X 36 PRINTED ON NO, 1 OOOH CLEARPR1NT~ 61Mf=6ON 6TRONG T'S · MINIMUM 3' MEMBER .. REAC1IONS ARE FOR ROOf LOADS ONLY ... DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE' "CON THE OPPOSITE SIDE Of THE lRUSS, \rIHICH aULD FORCE THE PLATE: orr OF THE TRUSS. THE PLATE OfF OF THE TRUSS. ----------------------- - -~- ----- -. " - - ... .----------.-.. "'. .... ._-_.._-~.--_.~.,~..,-,._. .-,_.'- . '..;.~ . .----:.t-.-'....-'-,.-..-........~.......-." -~JU~'I1d'I. · · · ~ ....RQG" ~-iIIT ILl(. r ., r OJ CllIlt. r-~~":1JW\tATIlM II . i~ ~1lIJllf' TllUUEI I L I ~f1~'tJ..ILt(. -SEt CHAAT Falt Rt:.IAI S,.I:t~IFH. . II 1,fJ=!:!i ......lltIW. TllUSSES I 1 I m~.I,lI(. ; I . COi "'TUR nt.1 Al~ Nt:..TA16 1'1t.1 AcU nt.IAcU H2.:5 H:5 H1 MII,ij~ MAS HlJt?A ~ HlJ:)A . HD6A . . II z I I I I I I I I I \. I JI</STAI.L UNTELS PQ M~Nurl\CTlJ,tEIl" ~MtNDl\nli>is AND lIl1.a'.'A!l.t: LO.ltDt, ~-CMT UltTEI. Ul"~aVE~ Ill'tNL'<G sue: _ ~ ~ ~ ~ ~tf~1r- ~ l I "EMHlI tIlE - T ~~ ~l T 1 J--tA1T 4!!f1I. u:c CHAAr ..... ~PU I'tND<G Itm - I T T I , I II4TAU. UNTtU PElt M~Uf IICTUIltR" IltClll(MI:Nl)A nOllS Al/D M.LWAJU: LOADS. , =~~J::a~TltlHS NlIl AUOVAllLt LOAn. I I I : I I I 1 I I I I fOlllll< ' 1 t LU~cG HU~cG r : l ~i I I m DllOt CIl'OlDl1 - F~ $El CPDl!NG I I I L ~ ~ I :~ ~~ I I I ~~tfRJR t~ArnlN 11' lll>DilNiI EXUm "~o VERT. lmIIl MUST It Ol't JD'l'H sms llF If'ih~~\.CtW t ~-'HI.aJ&M 1. rfl~1 \JINDO\J L..INTEL INFORMATION ~rLr~~...ggTIH[.agfTJll~ "AS ~i~L CEStlttl'TtClN ~ Pllt.CAST COIlCllm: Ll~tEt. Ll."llrORM SAF't LlIo\D PER LlNt"L rOOT '''',Hllg" 5~ UNTet. Sltt RC-JM rlUU CJNFaUD . 1'-0' a'-10' 1-'~ :1;'14 lOS. 2023 U~S. lS'-a' ~'''fJ' 1-1+5 ;m:1I I!II:J. 1900 ~.. a'-e' 4'-g l""~ 140' u~s. ~87S Ills 3'-2' 4'-S. 1.1t'.lln~-\..,.. 1860 ~s. 4'-0 i:j"-4' 1-IIS 37H Ibs. 1375 lbs. 4'-6. 5'-10' 1.115 3744 Ills. 174~ I s. ;)'.a. ,'-So -I' 32~0 Ills. l:i~~ s. fJ'-a' r-fJ' ';i: ~ a81J7 IllS. 15~ 5. 11'-0 "'-4" -It: 17'17 \I~S, 4""''' s. 9'-a. lQ'-'. 1-* '. 1333lbS, ';l'i::~ \IDS, ., \laT. sa ' PLAN rOR L~TlaH If' llPtHlllG DlttOI "-0 \ltIlT. lIOn lUST Ie: Cl.N 10m Sill[ lit" ~E lli'EI<allG lI' aPtNtNll ~ lA'-o e-1I5 "'" EACH ~ DF fHi: DI'ENlNtJ IS IltQ\JlllU sa ~llU. Ol'ENDlG It \lEltT. $a PLAN nit U1CATUIM ,~1tG TliC IJI'DlOOl IF Ill'ENll<<I EIClXf.U J1Ht!~1T&ED t~ I~SED LINTEL DETAIL DOOR LINTEL INF'ORMA TION NOl" FlII..lC'J~l! JNF'lllIMAllllN "'A' MPLltJI If CAST CAtTE \lHJFQItlf 'AFt LIlAD PER UNtAt. roar 'U~JJ ~nL~" ,411;' IllS. 800 IllS. 3(14 \b..750 \bs. alii lb.. 563 lla. 1210 lbs. 510 Ill.. 911 I~s. 381 Ibs. ll~;' LJ~S. 289 lIu. 877 IllS. n;, IllS, II;)' IllS. .!T'I IllS. DOOR LINTEL INFORMATION ~ DESallPTlCM lllD' Ju:J; 10'-0 10'-8' 1!'-0 la'-8~ 14'-0 16'-0 , 18'-0 2Q.O tIlIfO IIIfQlll(Atul!4 VAS S\.!HUED If CASt CUlE ~ Wf; UlAD nA LIHtM. n:l1IT ',,"I.U UOS Ibs. 6401 Ills, 481:1 Ills. 3144 \H. 3260 Ills, 2881 lbs. 11'41 Ills. HUS29 LOOD., IIMlC ctSClW'TUlN : Wlllt $u:r; 2'-6. 2'-a. :I' -II 4'-0 ' 5'-0 6'-0 8'-0 GARAGE t.-16 1..-17 : 1..-1_ L..l~ .L.-~g ...-21 L-aa L.-2J L.a4 I..-~:J Rt.w' 1-113 -IS 1.1:5 , HIS 1.15 2.1:1 2-fl e.iS LOOE!. 1m U'.~. l!'-O 13'.4' 14'-0' 15'-4. 17'-4' 19'-4. 21'-4. UNm. SUE 4'-0 4'-0 ~'_f.. 5'-4. 6'-6. 7'-6. 9'-4. . At.JHl l-lt:J 1-It' S-lIlS I-itS 1-11' 1-115 1-11' \,,-8 L-' I..-IU l.';;U- L-lZ"" 1..-1:1" l-t4 t-15 1875 los. 1875 lb.. 1860 a,.. 1575 1~5. 156' u,.. 1$$0 ~s. !IM!1 I"'., l-t L-2 f:3- L-4 I-!l L-6 1..-1 RJ:5 MiS12 MI~lo I"'lI~c:U MAeONfI;lY L.INTEL. ect-U!OUL.B - -" ~ -------- -~ ---. ----------------- -. .-~~'.... ""'-'''-''',.. .,..- CAt-'AL;ll Y ~80 Ie:) 1160 1840 394 432 884 3767 ~'jO a "175 3705 440:5 FAS-TJ:'"f\lJ:"DS o - lOd x 1 112' 8 - 10d x 1112'- 10 - lOd x 1 f12'-- 16 - lOci x 1 1/2' 10 - (fax 1 1/2' 8 - Sd x 1 112' 14 - 8a x TV?" 24 - lOd x 3# 6 - IOd x 1 1/~ 5/~. DIA, BOLTS 3/4" DIA. BOLTS 7/lj. DIA. BOLTS 'J35 I lU4:> U B - lOci )( 3'. 1:>:,)0 I 3~Oo" ! ~o - 16a x 3 1/2. 2000 I J77'5." 30 - 16d )( 3 112' 500 1000 1000 1000 12 - ad x 1172'- 14 - IOd x 3"' 14 - IOd x 3' 14 - IOd x 3' 10. 1# 1 ~> ~.. rtt5 REINfORCING BAR #5 STD. 90 DEGREE HOOK 2' -1 * ,~~ ~ "'.3 OR .4 REINFORCING BAR #3 ~ #4 LAP SPLICE I 2'-1' j" ' h \..*5 RE1NFORCINl1 BAR #5 LAP SPLIce: 1 2'-6' t :~ \.6 REINFORCING BAR #6 LAP SPLICe: ,~=eA~ !..At=> ~t=L.lc=e Uf=1..IF=T CONNECTION c~oe= - f;cEt=EI=ii!I5NCE .~..._.......__...~.........._.... '. . TYPICAL LINTEL SECTIONS ~4' MAX. .c. TYP. CAULK ALONG BACK SIDE or FLANGE - BEfORE FASTENING <np') USE FASTENERS , THAT ARE PROVIDED BY MANUfACTURER ~.-+~ \ 7 /32- STlR~UPS , 4'-0. 0,0 ~ ~, L 7/J2- PLAIN ~AA S}'IR!\UPS LENOiHS OVER 14.. elf (TlEO po.. I - (~OSnnONEftS) 0 4 -0 0.0. OR VltLOEO) , , ',,- / : (Tltl> OR wtlOED) -~t ~~iO~~~N REINr.) , . -~o__~~ -iT~lg~N~luMt8"2601K~Re ore. BARS SEt SCkEDULE ~. f f "I' r-....... PAESmE$SINO ~AeLE .. ' ,,--. A. BARS PER SCHEOULE PRESTRESSED CONCRETE ' lU1NFOllClNO $CHtoUlC ANO LOAD CAPACIf!ES 4' TYP, 6' MAX ~~ e CORNt~S , I . . 7/~a . P\'AIN BAR EACH .~ ~~EG UP TO 14'..8" LENGTHS ,........~ ~/e f RtaAR EACH LO r- O\'tR'14'..S. LeNGTHS r:; -7/32 t PLAtH BAR EACH , .. ...- H. ~~ :& =<~ ~, 4' TYP, 6'~AX' @ CORNERS . - to ~j ~ ..' ,. 't>.; , .. J ............. , ..-.. , ~/a' ~, II 24' Q,C, TV?, ;. .. - ~ -1 . ~~ PREOAST OONCRETE fltIN'O~.oINO SCkEOVll ANO lOAl) eA"Ael~U ~rN'!~ h, ~~o ~An Q~,r; ~\IA\# ilii~ I'Il.II Y no "'" '.0-80 IIn. no I/n, U10lhf. no IIfr. u~ 1m, $00 IIn. t. IIFr, 425 I/FT, 1.4:' ,m. 3~~ 'I!.! 1.' 0 ~/J.!. . 3'0 /lJn f:f,~ inf. " i~ -A. BA~ SCHtOUlf NONS NONI '4 . SARI 2. ,. . BAAS 2, II . 8AAS 2. ~~ . a~~ 2. M~ . BAAs I=L.AN~,& &INGL.S ~UNG FL.,ANG& GL.It:")E~ SAA . l.tNOTl1 a-I "'.~. , ')'.'0' .'-.' $-t" , ~'...a. ,'-a. ,'..4" 1'-0. ,'.10' 8-10 10';"0' 10'.10-' 12'.0~ 'Z'.IO' '.\'-~" ecnOM Atll<lfCRC1H(l tARS .A. WAIN 8ARS "a' BARS 41, TIn' ' NONe; fllAIN eARS [NO HOCtC[t) UP 00 I'fllt t '/2" 2. " . NONE MAX SAFE un;: LOA\) lO),O Of. - -., iiiim._~~u. COl.l~O!:Ht' ':-00(1+ ~.Q90 + f I FT. f I ft. 1.'-a" \$'..4" 17.. ~" . \,'-." 20'-0" 21'-0" t4' _Ii' 1)'- 4' 14'-Q" "'-0' 111'..0" "'..S' 20'-e.' 22'-a' etEAA SPAN , -.- 2'-2' 2'-.' 3'-2' 4...0 , .'.,'. ~'..o" ;. 5'-~' i 8....1 , "-0" I 5-0" ~ '..;2" I Ht-O" H'-a" 11'-0' j "_A" 1.000 + 2.\00 + , I H. , I 'T. COMPOSITE liNTEL SECTION I ,s.~ CONnNVQI i 1:4 ~ ~ CClf~tlt 8lOtj( -ICNOQ(OV'" CQuAst '1 "~' ~r>> "u:.Il~m. FlUlO WI ~~ITl ~ 'SI . n aA'f1) , I r::. 'ArCAS' .,,' eLIlOt ($<< OlTM) ! '14 .~ "OOE~ TH~\I V UMTU TO , 1Upf>~rs iIi-u'~ ~"n:Jl TH-'H U'.O' $P(C!Ile"TIONS t. 1M ITtC\ GliAU. ac Wilt, GAAOl -0. OUO!l~(O UctPT WlWtRE ~M lAM (HOOd'O rOt t~o AIICHO'UC() AIlE I'tl:ltleAU.V 'UWlmo. t. ~~tlt '~lCA'f ~tWlUI TO Ie NIN. .000 '$1 . at Ill'l'S. 2, ,4 . NONE 2. I~ . NONE 2. ;5 , 2d~ , :~ h. ' :.2~t ~~ + ~.oo jO ,+ n. . FT. 000 FT. Z 000 fT. '00 Ii, .~ no /'" I.JM:. i,jo,it- ~ J.1M 'f, STUCCO \ LINE nNISHED MASONRY OPENING YlDTH rCAULK INSIDE CALL SIZE VIDTH CAULK INSIDE",\ : :.~:~t: ;...'"..\~, .. / /;lCu~4 OUTSIDE ,\Y . . . · f, '~ · ~ HOVING ~IDE JAMB "\ ,.... .. ..",.,. .,'".., "'h\l-, me INrORl.lAlION eONT'EINCO HtAtlN ' WAS P~OOUCEO BV CONTtO SOUTH CONIV1.... "'~I"'S, OlD..... F1.. \ PIT -~ BUCl<STRIP .',i a INSIDE ( f~ I / t ---- ;U-~STRIP F -8-24) !' " TAP CON /:...~ .:; ........ ': FIXED SIDE ~J JAMB .,' i '. ~;'\ .....: ',C.t.: ,..: . . >< IMPORTANce FACTORS FOR BUilDINGS AND OTHER STRUOTURES - .... .- ---:---..........- ..... ...... .......:--........... -...- - Sofe' 'Load toble (or Cost - Crete . Ht9h - Stre!,\gth Precast & Prestressed U Llntols .. ,. > ... NO, LENGTH L 1 4' :... 0" (48'" Precast L 2,' 4', _ RIt ~4"'" ,~ LJ .,'5' ..../4.. 64.- L.. 4 ' 5: ~,', 10., 70") Precost L 5.' 6'-S": 78" PtllCost L 6, 7~ ~ .6" " 90'" Pr~~ott L 7 91'.:..., 4~ 112" Precost 'I.a,. 10,,:- €$. 126" Pr'cQlt L 9 11~ - 4. (136" Precast L10 : 12" - O. 144" Pr~co$t ~ 11.: . f~.' - ~. (t60") Precast L 12 1.4'\'_ nit 'tAA" Prfl..c.Mt L13 14' - S" 1761f Prestressed L 14' 15' - 4" 184" Prestressed 1.15 1'. - 4 to 208.' Pr\J~tt.ssl!d . L 16 1Q' _ 411 (?,\?",... l' SAFE LOAO - POUNDS PER LINEAR FOOT UNfiLLED 1.81ms 1.S50 Lbs 1.743 Lb, 1.515 Lbs 1565 Lbs 1.550 Lbs 1.025 Lbs 922 Lbs 600 Lbs 150 Lbs 651 Lbs 585 lbs 563 Lbs 510 Lbs 387 Ibs 289 Lbs FILLED 5.048 Lbs 4.615 lbs 4.615 Lbs :5 744 Lb!S 3 260 Lbs 2.687 Lbs 1.747 Lbs 1,333 Lbs 1,483 lbs 1.304 Lbs 1,018 Lbs 909 lbs 1.341 Lbs 1,210 Los 911 Lbs 823 Lbs Above Information Is based on Coat - Crete (FECP Corp.) brand lintels. Based on tests conduct~d by W$r.ner F. Rosch. P.E. L ,PrtCQst lintels m~y bo lSuppllod by Cast crete or othtr building codo approved pre,cost 'manufacturer$', ' --I Importenc. Factor .. ~.--:-~~~---_...~.'..f'~~'-.....M _ ___ ~ .L .......-.- ~ '-~~'-~--'V:':'r~" ~- ~"-"".~- .~-'_.- .:;...-:--;---.~.-.._____ _~~____..........___,_ "--_.__._"~~"-'- - ~ DalR$. 12 FEET IN VJDTH ~."...,. HAVE t-IS VERT m. EA. snit D~ (KATER THNf 12 FEET ~'.L HAVE 2-1S VERT, EA. SlOt taLS ARE TO IE nu.tD VI ~ PSI C~ 111(lilf r-.... "" r-.... E1 ~...... r--.... "" Illltll\ I .J.- ....,.. DRY\JALL ~ DRV\.IAlL Nature of oCo\lPtnC)' AU bullding$ aJld 5cru~ures except cbos~ listed below 1.0 ~Ot=CIZONT,AL. ~EOiION !3uUdings and Slnlttures whero tho ~pant lOad is 300 or more in any Olle room. Buildings and stnlttures designated as css~ntJal t'adllti.$. inclUding. but not llmited~: (1) Hospital and other mcdlcal facilities having sUtgffy or emetgtncy trtatmtnt aeeas (2) Flro or rescuo and police s~dons (3) Prinuuy colMlunlcatfOill fa~11itltJ and disas~r operation ceeters (4) Power stAtions and other utilitiu required 1ft on emergency 1.15 I.IS fINISHED NO FASTENERS~ ~~ THRU SILL . ~ F ~~ N SILL BY DTHERS.-Y M I · " · ,'. .....'.. ." J J INSIDE -':.'4.:, : ':"" .,' '~.1 SILL " .... ::r Z r1c:J~"" ...."'O>~ CH" (I) (T1 :tzo...... -i.....z...... Z;o Cl-< Blllldings and Stnlct\lres that represent a low huard to hllmAlt IIro In tho event of (aituce. slIch as agrl~ultllral . 0,81\\ buildings, scteto enClosures, urtalll tel1lporaxy filcilldcs. and minor storago facUities · r" hurri~c-prone reslons with V > 100 mph (45 mfs), J.... ~hlll1 be 0,77. GARAGE ANtHeR SHH..l IE POt HAHOF. AND t<<.lST ..uT nc 102 t-Ftl. VJND LOAD IlE$IGN CRITERIA ' -.-......;... HEAD '~: /:/ eJ~{CO INSIDE x-l: ~GlKSTRIV~: . OUTSIDE '''~'- / ~/.4/. DRYI.,./ALL ':~~:'.:.;.:': j:.:' :....~;: Y~ ~ ~~CAULK ~~~~ D~ INSIDE :r?S~:r: F-8-22 ~r- ~~;;i:g TAP CON -I'" .-< ..... ~ P1EAO OEl" AIL.. '" OUTSIDE WINo.aORNE DEBRIS PROlECTtON FASTENING SCHEDULE FOR WQOD STRUCTURAL PANELS FASTEN~A SPACING (In,)1.2 ell..L. OBTAII.. FASTENER TYPE 2 tt < Panel Span <4ft 16 16 6 Panel Span:s 2 l' .. ft < Panel Spall <6ft ;12 16 4 S l' < Panel Span <8ft 9 12 3 2 112 4#6 Wood Screw) 2 1/21#8 Wood Screws' ' Double~Headed Nails4 16 16 12 S[: I inch=25.4 mm I foot=305 mm i WINPOW IN~TA1..1..AiION OeiAfL.c I Notes: I 1. This table is based on a maximum wind spud of 130 mph (58 mls) and mean roof height of 33 fcd (10 m) or less, 2. Fasteners shall b-, instatIed at opposing ends ?f the wood structural panel. , 3. Where screws are attached to masonry or rnasonl)'/stucco. they shall be attached using vlbration-reslstllIlt anchors having a minimum withdrawal capae- ity of 490 Ib (2100 kN).' 4. Nails shnl1 be lOd common or 12d box dopble-headed nails. . 1/a' DIA.x ," W/ 1 U-4' lEND IoIQiOR In. T USE a', 1)111, BV tl8' VAS$iER . 24# DC. 2')( 6' PT vtXxD JAKJ - , r liD: I,lL .. GARAGE IlIXR ~um HJ. WUQVS ~HD ~ SHALL IE ~TRUCTED TO Htt1' UO ~ vtND lOAD CIUTERIA.' . . ----_._~---_... -~--'----- "~ ..._._---_.~_.------ ~A~I! OOO~ OON~OT:~N ,.8NO f;!~INFORCING ,,} ..', q"., "' ... . '" ....,.. . \ ~r~;;;;;;~::///- /h . '~' ~~I t t ~H"~6t. I IIL.--.~ tI~, VI 1 V4' mG) ~~USt': i' ])IA. a'>d.' PT Vl1 U 2-4' DC. , ~ I , i % V~t$c:o.t Trock ,u~y I GMfUE r.o:R SHALL IE S ~~~~ MEET 100 WH VlHD Jol'lb BN.c:kets REVISIONS 00 ~ ~ ~ ~ Q ~ < Q Z ~ 00 ~ ~ ~ ~ ::j:t; O d 00 :.:s Z~ Ou ~~ ~~ ~~ ~< BY \() ..... '0 M M ~ r.r... 8.8 ~~ (-<I , ("f") '.,l~ >0'1 -<M' ~- 'S 00 ~~ i o N t"- Oo. ~ ~ ~ ~ SEAL Date Scale Drawn Job Sheet fJ -4 Of Sheets 1:1 WK1NN'D ROOF rrmr I ~I "~I .'_'....., ,___W_...__.,~, ,., ~~ U2 i. .,.,.. ,,_,.. . .... .' .... ~'''''.'''-'' . LONG1l\1OlHAL ELEVATION " FlQURl1608.2a APPUCAll0tt oR. I MAIN wmo fORce RESlSllNG SYSTEM LOADS Foft 8lMPU! DfAPlfRAGM eUlLDmGS <4& , (;IG\ME 16Oe.2b MAlN WINO FORCS LOADING DfAGRAM ~ ..~ I I -'~j ;' . " 1I2 4& LONGmJOtW. ,~ ,.. .......~ TABLI1G~i~ WITH A MEAN ROOf HEIGHT OF 30 fEET LOCATED IN MAIN WlNP fORCI RESISTING SYSTEM WINO LOADS fO=~:a~r. B Horltontal104dat End Zone lntttiot Zone End Zone WInd VelocIty (11I$)") gO Root angl. (4'SfH') 0-5 m '30'" ~~ 45 AI 8rIg1eS 0--' 20 130~~~45 A"~S 0-5 2(] M<~<~ All Mgle$ ().5 iQ 3!l ~ AlW8 S om . AU Angles -16.6 1 V.ttfoal LOld. (P$f) Max. Homont" Watlled" (pot) Interior Zona W1ndwerd Ovttfllni Zone End tOM Illttrior ZOft. 1& 4& Load Olr~t1on Root' WIndward L..wat4 Wtndward LHWtfd Root Roof Roof R<lOf W.ll w~. 12,9 llot' 14,4 ~~.8 Roof' -6.7 ,~.7 IUI .6,1 .8,12 -5.6 122 03,2 .10,0 .7.0 14.8 .10.0 -u la 1 '.11- . 1.9 " II ..4Jl . t S.4 11.11 ..Ut .la.4 11.5 7.H S.lS a.5 .4.0 .16,4 1Q.5 .4.9 .19.1 14.8 4.J. .ID.1 I,Ul! ~ 6.9 to,5 .4.9 .1~.1 :,7 . 1.9 .~3.1 .7 . t.lJ -?d.l ',2 1.8 8.3 .7 . ,t -tJ,1 t 1 . .0 .27.4 ~ .t=~~~' -S.I ft .iO. Transversa longl\tJdtl1al it 17, 16,' 1 l:J g 1 , 100 Transverse . -1a. .10, .10, .3.1 L.ongllUdtnal 110 Transv&fse -16.U .13.1 - 3.1 ~1S.B .111.1 longltu<lrnal 120 TranslJerse Lon91t1J<1lnal 130 26,$ .13.9 11.8 31.1 '9.8 24,1 M,1 M.8 ~4.0 28.8 .13.9 17.8 .:)2,2. -18,3 .32.2 .22.4 11,6 .iA:t -32,2 '18.3 .7,a ~ . ft: r:M . 1,3 -31.2 .42.9 .~,,4 ~ ,~~ ~ 3..4 -4~.9 .2 .4 TrliloSVerlle .8.2 .5.4 HUt .8,2 140 150 .\ '--....--..,..".." ;'--' 24 X 36 PRINTED ON NO, 1000H CLEARPRINT~ . ' HEIGHT AND EXPOSURE ApJUSTMEtfT COEFF1cItms _ ,.,.....' 1 .. ~re ~n Roof ~t . 'T'... 1.41' ~ 1.1 Iii t~ s t'16 I' 56 1.81 o 1'19 .'59 1.84 ~ 1:22 .:62 . 1.81. "1 .',.- $h..I..... :$ditale<S for other eXpO$wM and heights by multipl)'ln, by the above ooefflclenu. No<e: All tav C V41....... ... W ~- 8 c _107 .10./ 4.8 .10.7 _fa.a I: .1 B.t1 .1a,o 7,11. -18,0 .1lU _1ll.1 B.8 .1!M -22,4 .22.4 lIto -22.4 :W 'Z'S,V tt8 . 1.8 [4 -29.8 D .18.9 10.0 . '.S .18,9 ll!.O . '.1 -5.8 11 ,Q - 1.1 .1(1.9 10.0 . ,$ ..s.4 . it =- ~:.: -;~~ it ~ .7.2 .1iMI -10.1 1Y"i'J 11- .M.7 .20.9" 12.0 -9.3 a.a n~:fI::W :' ::~! It .1.1 =- :1=.26:: 1 1=~1U I ~~r:cr : ~.. : ~ i -38,4 -30.1 io- ~.4 1.1 1 -3S.3 20.0 -15.1 14.9 -14,2 -45. _d.3 25.0 .a1.1 !!'! -11.0 -45.1 .1;.1 ,~,O -17.0 111.1 :~::~ :~~:~ :35.3 20.0 -11).1 14,9 :~::~ It: ~: rm= ~ :L l' .182 - UI .'f~O :4 ~ ~ .16.4 ..3 040.0 24.0 .f.2 f. t ,4' '.0 ~.ll It: tA.9 :JU- ~ -4,0,34.0. ~. .:&I- foH 4 4',1 '30.0 _ ~ :~; . 10,0 .4 ~.O 27.0 -20,9 19,9 -B.a ".1 .21 -21 .~. .a1, -1.11 .e,e L"l~ .... . -,- -'-_..~ '_"_L.".~_.._._~~_.___,_, . I 10-. e ~4S. For Sl~ l'degr<<:.c 0.01745 rad. . ". _..._.._-~.._~---._,~. _._---.~~~-,.__.._.__. _.. --"-~'--".'---"'---"'--'---"'-- '. - .----. f~~-- , I I I Cil. 0 I I I I . tL -ft- ] (j) e ~10. ] ] 11).<e~. FlGURS 1606.2(c) COMPONENT AND CLAl)D1NG LOADtNG DIAGRAMS -l------ , i 1 4 .a1 -n.., .10,1 -t.1 .10,3 .13.4_ .12.1 .10,3 .12.1 .16.1 .14,2 '.12.1 .1..0 .18.2 .16.4 .14.0 .18.1 ~~., -18,9. -16.1 ;. .,J 1606.1.6.1 Wind speed conversion. W.hen referenced documents are based on fastest mJle ~md speeds, the three second gust wind velocities .of Figure ,1,606 s~al1 be converted to fastest mile wmd velOCities uSing Table 1606. 1.6.1. TABLE 1606.1.6.1 EQUIVALENT BASIC WINO SPEEDS 3 sec. 85 90 100 105 110 120 125 130 140 145 150 , ust f:~:t 70 75 80.85 90 100 105 110 120 125 130 1 mph = 0.447 mls 1606.1.7 Information on drawings. The folIowing infor- mation related to wind loads shall be shown on the con- struction drawings: 1. Basic wind speed, mph, (m(s), :-. ~, INTERNAL PRESSURE COEFFICIENT AT 0.18, 3 SECOND GUST ----- '"".l~' ~ ~.:J," p' ~ .. Effecti.... 15..10 Wind ~ V (mpb.:t ~ guat) wind ..... 110 120 130 1-40 ' 1$0 zone' (fl2) 1$ 80 100 RQof Angle > 0-10 degrees .25.& 12.4 oW.. 14,3 .3U 1U' -40,5 , .14.6 10,0 '18.0 10.0 .21.8 10.$ 15.4 .3M 10.0 10.0 "13.0 10.0 10.0 .21.2 1C.0 .~U 1U .29.$ 13.. -3U ,. .14.2 10.0 .11.5 14.1 -38,1 1 20.0 10.0 .12.7 10.0 -16.$ 10.0 .2\).$ 10,0 .24.4 1o.e .2U 12.3 -33.2 50.0 to.o,. .12,2 10.0 .13.7 10.0 10.0 .23.1 '0.0 .27.8 11,4 -32.3 13,0 -37.0 1 .13:3 10.0 .,&.5 '10.0 .,u ~U 1 100.0 10.0 .11,9 10,0 to.O -3U 10.5 .:.u,6 12,4 -51.0, 14,3 .5U 18.5 10,0 -21.8 10.0 .24.4 10.0 .>>.2 ~.8 11.8 -45.6 13.4 .52.$ 15.4 -$0.1 2 10,0 10.0 '27,0 10.0 .32.8 10.0 2 20.0 10,0- .19.6 10,0 .au -2U 10.0 , -32,7 10.8 .38.4 1203 -44.5 14,1 .51.1 10.0 -18,4 10.0 .22..7 10.0 11.4 -34.2 13.0 -4U 2 SO,O 10,0 .18.4 10.0 .1&.5 10,0 '28.1 10.0 -33,0 11.4 -$8.2 '102.2 100.0 10.0 -14.1 10.0 -15.8 10,$ ~.4 12.4 -76.8 14,3 -39,0 18.5 2 10,0 ~.. .0.0 -.45.4 10,0 -55.0 .'3.8 18.-4 -84.1 3 10.0 10,0 -301,8 -45.$ 10.0 -S4.a 11.8 ~.8 13.4 ~$ 10,0 -37.6 10.0 .US 20,0 10.0 .27.2 10.0 10,0 -39,$ 10,. -48.2 12,3 -53.5 14.1 3 .19.7 10.0 .~1 10.0 .27,3 10,1) -33.1 11.4 .3U 13,0. -4U '.":. 3 60.0. 10.0 .19.$ 10.0 '2'3.$ 10.0 -28.1 10,0 -33.0 3 100.0 to.O .14.1 10.0 .15.1 10.0 ~ A1'Id!e > 1()030 ~ -i1.8 -32,3 23.3 '~.o .18.5 12,5 '19.~ 1408 .23.7 17,$ 20.3 1 10.0 10,0 .11.9 10.0 .1303 10.4 .19." 13.6 .23,0 1..0 -i7.0' 1$.5 -31.4 21.3 -3$,0 .13.0 10.0 .18.0 11.4 18.5 -34,. 1 20.0 10,0 .1U 10.0 .15.4 ' 10,0 .tU' 11.9 .222 13.9 . -28.0 1&.1 -30,2 .12.8 10.0 -33.' 1 50.0 to.O .11.i 10.0 .14.9 10,0 '18.1 10,6 -21.5 12.4 -2U, 14.3 -29,3 16.5 , 10,0 -10,8 10.0 .12.1 10.0 17,$ -58.7 2\),3 -68.1 2303 .78.2 1 100.0 10.4 -3U 12,$ ~1 1U -SO.1 2 10.0 10.0 -25.1 10.0 .~U -SU 11.4 -3U 13.6 -45.4 18,0 .SU 18.5 -61.8 21.3 .71.0 20.0 10.0 .22.& 10.0 .2U 10,0 -39,3 t3.9 -4$.1 18.1 .m 18.5 -'1.4 2 .19.1 10.0 .22.1 . 10.0 '21.3 10.0 -33.0 11.9 14.3' ..7.2 18,5 -54.2 2 50,0 10.0 -2t.1 10.0 ",29,1 10,5 . -34.7- 12,4 -40.7 .t".~ 10,0 .1t,$ 10,0 2O.S' -8&.1 23,3 .74.2 2 100.0 10.0 -3U 12.5 -42.1 14.8 . -50.1 17,5 -SS.7 3 10.0 10.0 -U.1 10.0 .2'.2 10.4 -38,2 13,' -45..4 18.0 -SU 18.5 -61.8 21.3 .71.0 10.0 -2'u 10.0 '2$.6 10.0 -31.5 1M ...ce.1 16.1 .53.5 18.5 061.4 3 20.0 '27,3 10.0 -33.0 11.9 -3903 13,9 3 t 60.0 10.0 -19.7 . 10.0 -22.1 10.0 10.$ -34..7 1U M,7 14.3 -47.2 18.6 -54.2 '17." 10.0 .19.5 10.0 -24.1 10.0 29.1 3 I 100.0 10.0, RlloI ~ > so..45 ~ 21,8 .30.4 $2,3 -35.3 ~.O -40.5 19,9 .21,8 2$,1 '26.9 -13.0 13,3 .1.4.6 16.6 -18.0 .-33.5 $$.0 -38.4 , 1 10.0 11:9 .17.1 19.4 '20.7 2'3,0 .2U 21.0 .28.9 31." -12,3 13,0 .13,8 16,0 31.1 34.f -$S.7 1 20,0 11.6 .,u 18,8 .19~2 U.2 -22,' 29,0 .2U 30,2 1 50.0 11,1 -11.5 12.5 .,2.1 1SA .18.1 :"fl:r:~f 25,2 .25.2 29,3 .29.3 33.8 -33.. to;8 .10.& 12.1 .12.1 foU -1U ttM '21,_ 32.3 -41.2 37,0 -41.3 1 too.O 19.9 '25.S I~O' oW. -35.6 10.0- 11.9 -15.2 13.3 -17.0 18.5 -21.0 ~.O -29.0, 27.0 -34.0 31.4 039,4 38,0 -4U 2 18.0 -20,1 19.4 .24,3 2' 20.0 11.6 -14.5 13;0 .11.3 '~.t 2U -21.2 . 28,0 .32.0 30,2 -31,1 34.8 -4U, 15.4 .1IU 18.6 2 60.0 11.1 .13.r 12.5 -15.3 .21.6 21.~ . -25.9' 2U -SO.4 2U -35.3 33,6 -40,6 .14.6 f4.9 .1$.0 18,1 -47.3 ' 2 100.0 10.1 -13.0 12.1 -26.5 23.7 -30.$ 27.. -3$.$ 32.3 -41.2 37,0 11.9' .16.2 13,3 .17.0. 16.5 .au 19.9 -29,0 31.4 .39,4 36.0 -45,3 3 ' 10,0 ,-20.1 1IU -24.~ 23.0 27,0 -34,0 3 .20.0 11.8 .14.G 13.0 .10.3 1M '22.t 22.2 ' .%7.2 28.0 '32.0 30.2 : ',' .~. 1 34.8 -4U 1$.4 -1U lU '~ 50,0'. 11.1 .13,7 12.5 .tU .1$,0 liU -21.8 au -25.1 ~.2 -30.4 2U -35,3 33,$ -40.5 100,0 10.8 .t3.0 12.1 'f4.' tU WillI 35.3 -3/U 4Q.5 -43.9 .19.5 21.8 .23.6 25.9 '2$.1 30.4 -33.0 4, 10,0 13.0 -14.1 14.8 -1U 18.0 20,8 -22.6 24.7 -26.' 29,0 -31.6 ~.1 -3$.1 3&.7 ..f2,1 -13,5 13.9 -1$.1 11.2 .t&.1 -34.' 38,2 .39.1 4 20.0 12.4 '18.1 ,. -11,. 19.6 -21.3 23.2 -2U 27.2 -2$,8 31.6 .. SO.O 11.8 -12,7 13.0 .14.1 -2M 22.0 .U! 25.9 .28.4 30,0 .33.0 34.4 .37.8 1204 .1~$ 15,3 :.11U 18.5 -47.2 40.5 -54,2 .. 100.0 11.1 -12.2 21.8 -29.1 25.8 -$4.7 30.4 -40.1 35.3 14,$ .11.5 18.0 .24.1 38.7 .SO.5 5 10.0 13.0 .11.4 .21.2 24.1 -n.. 29.0 -38,0 33,1 -44,0 13.9 .18.2 11.2 .22,5 20.8 3U . -is.7 5 20.0 12.4 -162 ~20.3 to,s -24.' 23..2 -2U 27.2 -34.3 SU -39,8 II 50,0 1U -14.1 13.0 .1f.5 i6,1 18.5 .22.8 22_0 -au ~u -3U 30.0 .3&.1 ~.4 ~2.1 100.0 1t.1 , .13.5 12,4 -15:. ~ 15.3 .18.1 5 ", For Sf: 1 ft3:; 0.0929 fUl, 1 tnph:l Q.441 mis, 1 p$f = 41,8::~ load lIlllY be rnl~tlld. ~ 1.1$0 1M load ass<<:iated 1'ritfl1lle lower elf~ enta. 1 rOl' elfooM areas or wfrd llpeeds between IhoN l)Mll'l.... muJllplyl~ by ~ ~ellU In Table100UO. a T\lI)Ie va!uet GheJ be ~ fQ( height ancf o)JlO$Ure "J 3 See fIgu~ 1 eoe.2(c) fOr1ot;a1lon ,of l~. ffOfl1 tho bu\llling 8t.11'f~8. 4 Plus and mlnU$ signs $lgl'llfy pt~res ecllnp ~ and away , .' ......, 2. Wind importatlce"IaCfor(l) ana"building categoty.',- . 3. Wind exposure - ifmore than on~ wind e~pos~e IS ~Sed, the wind exposure and apphcable wmd direc- tion shall be indicated. 4. The applicable internal pressure coe~cien~. S. Components and Cladding. The deSign wmd pres- sures in tenus of psI (kN/m2). to be u~ed (or th.e design of exterior component and cla~ding mat~n- , aJs not specifically designed ~y the registered deSIgn professional, \. l ,\ i I I I t I I .1 / REVISIONS BY I t ::-~- -~j ~, I ~ ~ ~ ~ t2 o ,~ rJ1 ,..,l Z O~ ~~ ~~ -<~ ~= ~U ~~ ~< ~.',.~=I ---. -- ~ .....-~ ~..~""" ........- - ~AULl( BUntM lion (K' "AS (; ,V I)THlftS AHAI. 'iSJS AND ANtHM CW4Rr o.s 20 . 30 < ~nnlA ~ 45 LOI'lglflJdlnal AK Angles o. S 3U -18.1 It ~ Transverse 43.0 .11.1 " ~ I ~ .c =1 ~ 45 2!UI lfi9 A~ 8 31.1 -16. t 2Q",\j .9, longitudInal "11 Transverse O:n~ ::' It =#: !..~ rM<I'lMIA~4fj $5. .18.6 23.7 .11.0 I Longltud1nal All Angles r ohngt41l1 0.0114' rad. I (Is! lG 47,88 N/m2. , 1\2 = 0 C~29 m2. I mph::l 0.441 mlt, 1 deg to , . 2(c) , For sr. I '. f angles from 5 to 20 d~ra9S shall ba Interpolate: f~d ~ea~:t~:d to tha windward elevallon ot lf1e blllJdlng In accorclanc. With Figure HIOe, Note$l 1 Pr6$$lIr\le for roo f lhll windward ancll"ward pressures an s 2 Pressutes are the sum 0 3 It ptessura Is less lh~,?,:.IU~ aO~ YAlh FIgure 160e.2(b). , Pr6$Sures shall be apt"""" if:: .5.8 1,2 ~ . ,2 - ~. ..4 . ,2 ". , N~~ AND ~~OOlNG WtNO Li1AoS FOR A BUfLotNG 'MT1:t A MEAN ~OOF HEIGHT COMPO OF 30 Fin LOCATED IN nPOSUAeS (p.I) a t'J,i~(H a UJ<iaCIf Om: mr .-Im l__~ =arr 10M ,Ila, , ~~1:'~ <\ PEIur1UEft C"'Ut.1( 8VOTMEIS l)l~ -l., 1h, , 1"--:':' >f\ .-~-r: \'~ ~ \ ' A CAUlK 8ETWEEN ~GOJ) aU(j( & ' "AS'Y OPEHIHG sr OfHtRS .J \ \' , I . A ti t1 PEftItfETE~ CAUlK IV OTItUS if f~(m(H I I I I , I I I i I I I I ! I i i I t i I , i ( I i I -t ! ~ ~ J , & tv rJ F T i'f/ -'lit.. l ,\ ,. HAZARDOUS LOCATIONS. 4 J'lJ 2-wu.1 lliE ~~!l~G SHALL SE CONSIDERED SPEClflC HAZARDOUS LOCAllONS fOR ruE PURPQSfS Of ~: ~ 1., ~ZJNG IN SWlNGI~G DOORs 'AND f1XED AHO WDIHG PANELS OF SUDIHG (PAllO) 000ft ASSEl.tBUES. : 2. Gt.A2ING iNDOORS AND' ~US OF ENctOSVRES F'OR HOT was. WHIRlPOOlS. SAUNAS. Sl'EAM ROOMS. ; 8J.THl\J8s,. SHOWERS AND o'1'HE:R. ~Qf F AOUllEa \\M.RE SUCH GlAZINo IS lOCATED 36 INCHES (9t .mml ' OR Uss. WE'AStJRED HORllONTAU..V,'fRQd A STAN, DING,<QR WAU<ING SURFACE ""tHIN me: ENI}lOS\JRE ANb ~E lliE BOTTON EDGE OF 'tHE E:XPOStO'GUZlNC IS u:ss- THAtt 60 INCHES (t524mm). ME'ASlJREO i \lRllCALLV. MOVE SUCH STANDING OR WAU<lNO.'SURfACES, . l i ~. GtAZtNO IN AN INOIvtOUAL AXED OR OPERABlE PANa ADJACENT' TO A D~ MiERE lHE NE'J\REST . I \QllCAl EDGE IS 'MTHIN A 24-INCH (810 mm) RAn} IUS Of' lliE DOOR IN A ClOSED POSIllON AND VMOSE', I 8OT1'OM EOGE IS LESS niAN 60 INctiES (1~4 mm ABOVE mE flOOR OR WAU<1NG SURFACE, .. i . ~ GlAllNG IN WAlLS PERPENDICULAR 10 mE PLANE OF lliE DOOR IN A a.osm POSlllON IN ~ ..~ OR \lJ11lilN O\litUJNG UNtTS IN CROUP R2 SHALl. BE S\JB~CT TO 2405.2.1(4) rJ1 ~ ~ ~ ~ ~ ~ < ~ Z ~ rJ1 . 4. 1Mr\ ~~Dm~~~~3~_ _11~ lliOSE lOCAllON DESCRIStEO IN Ilf:MS 4.t EXPOSED ARfA (F AN lNOl\1DtJAL PANE' GREATER WAN 9 !CI ft (O.84m2). : : ' 4.! BOTIOM EDGE LESS 'l1iAN 18 INCHES t'161 m~) ABOVE "THE flOOR. , . . t~ mE M~~~~'1l111l'JN'fNtllIW(L~'ZCHTAu.y Of lHE Pl.ANE OF ' lHE GlAlINC. . ' , ' 5. AU. GtAllNG IN RNUHGS REGARDLESS OF AREA OR HEIGHT ABOVE ^ WAU<ING SURF'ACE INCUJDING ~C1URAL 8AWS1ER pANELs AND NONSlRUCl\JRAL IN-All. PANas. 6. GlAZlNG IN WAU.S AND FENCES ENClOSlNG INDQOtl AND OUlDOOR SWIMMfHG POOlS AND SPAI~ ~ERE llie: BOTTOM EXPOSED EOGE OF lliE ClAZlNOIS:, en lESS~' eo. INCHES (152&nm) ABOVE: 1HE ~NC AFACE ON ,lHE POOL SIDE OF nu:: Gl..A2fNQ. AND 2 mE GlAltH& IS WlmN 60 INCHES . n525 mmSf HORIZCHTAU.Y OF lHE WA~S EOGE Of A ~G POOlOR SPA. lHIS SHALl. l,pPLY TO S1NGlE GlA1JNG AND All PANES IN NUlllPLE GlA2JNG. ( , : ' , ~uJr'lliUm HI TJ]!' If '~'l -AfHllhl1 . REGlJIRED SAFElY GLAZING IN ~AZARDOUS LOCATIONS FBC 2405.2 --'~"".'r"y J ~ ~ . ....';1 . "--7 PQ J 1 L . ~ l ) t. ~ t . "1'#. 11''',l''J''',,~u.'l).nlld_' l~ . '1' l' NOTES: ALL WALL AND CLADDING ARtS DESIGNED FOR A 2~.-( PRESSURE, ROOF STRUCTURE 15 DESIGNED FOR A_~.~ UPLIFT PRESSURE. TJ.4E DESIGN fOR THE WALL AND ROOF PRESSURE IS HIGJiER TJ.-IAN TJ../E REQUIRED ZONE PRESSURE. ~ABLE t'O'-2A. ~ TJ-H5 BUILDING 15 A CLOSE STRUCTURE. D THIS 6UILDING 15 A PARTIALLY CLOSED STRUCTURE. D THIS BUIL.DING 15 AN OPEN STRUCTURE. / - aeAL ... ., . : .-,...- ........ . . . f. ~'\ ~ In ateM. where the high wind is 120 mph or more-orwitbin 1 mile of the coast where fhe, . . Wilt~tlre 110 mph or higher - buildings must be.designed to prote<< exterior windows " and glass doors from the impact of debris tossed by the wind. Ot~ buildings' m.ust be made sU'on$ enough to withstand the change in air pressure should debris pierce a window or glass door during a high-winds stonn. Options For Windows And Glass Doors t Plywood shields can be used to cover them. The plywooQ must be at least 7/16..inch thick and the contractor must cut them and install the anchors for them around windows . and ~ors. PL. YWOOD .... '.. PANEL8 .::'. . . '. ;. ."'... . . . ... . . .'", . .. .. ., . . . '. . . . . . . ., . ." . . . '.. .' ... Date .... . . . . " .. . . ". Scale Drawn t Shutters that meet impact tests for the location. t Impact-resistant window~ and doors. Job Sheet . ANCHOR INSTALLED BY BUILDER t'::> ~ - Of Sheets d ~g ~oo &...<~ , ("I ~g:; <,.-.. ~~ 'S 00 ~~ i o N t-- 0'-, ~ ~ ~ ~ u _. ...._..._"'_.... .,u,. r. "flAIR Non..fmpact Single Hung 900 Comparative Analysis Table Buck Siza (inches) Width HeiQht 1 &.125 25.5 3$ 52.125 18.125 25,5 38 52.125 18.125 25.5 3G 52.125 j6.125 25t' 36 ~ -62.125 18,125 25.5 3$ 52.125 18,125 255 36 ~2.125 24 3S 48 24 36 48 24 36 48 24 36 48 24 3S 4S 24 36 48 Call Size 12 1.&.2 22 32 13 1A3 23 33 14 1A4 24 34 15 1A5 25 35 16 1M 26 36 1.118 lA-lie 2.7/8 3-7/8 2020 3020 4020 20~ 3030 4<l30 204() 3040 404() 2050 ~SO 4{)5() 2000 3000 -<<l60 20-10180 30-70180 40-70180 25 31,375 49,$25 62 72 90 24 36 4a 60 72 90 Design PreS$ur~, psf (OP) 1/8" An. +50.0/-00.0 +50.0/~O.O .so.OJ~O.O +50.0/-76.8 .so,OI-$O.O +50"0/-80.0 +50. QJ..65,0 <<2.51-42.5 +00.01-30.0 +(l().0f.70,2 +50,0/--52.0 +30,5/.30,5 +50.01-61.4 +50,01-59.1 +41.1/-41,1 +31,1/-31,1 +50.0/-55,8 +50.0/-52,' +43.4/-43.4 "'29,3/-29.3 +46,41..48,4 +39.0/-39.0 +34,51-34.5 +23.81.23,8 +50,0/.60.0 +50,01.80.0 +50.0/.80,0 +50,0/-80,0 +50.0/-56.7 "47,51-41.5 +50,0/.11.7 +500/.S2.4 +3S,51-~,S +5001.01.3 +48,214$,2 +35,21-35.2 +50,0/.52.2 +43.41-43..4 +31.6/-31,6 +39,31-39.3 +34.51-34,5 "'26,01-26.0 1/8- I,G. -+-50,0/-80.0 +50.01-60.0 +50.0/-80.0 +60.01-80,0 +50.01-80,0 +50.01,80,0 +50:'01.60.0 +50,01-52.6 +50.01-80,0 +50,01-$0,0 +50.01-80.0 +50.0/-50,8 +50.0/-80.0 +50.01-80.0 +50,01-78,8 +41.11-41,1 +50,0/-00,0 +50.0/-S0.0 +50.01.71,3 +oW,8/-40.8 +50,O/~O.0 +50,0/-70.2 +50.0/~2.1 +40,0/-40.0 +50,0/-80.0 +50,0/-$0.0 +50,0/-00.0 t.so.o/-SO.O t5Q,Qf-8<M +50.01-71,3 +60.0/-80,0 ...50.0/.80,0 +50.01-57.9 +50.0/-SO,Q +50.01-79.5 +sO,O/-50.6 +50,O/~O.0 +5IJ.01-71.3 +46.4146.4 +50.0/.70,7 +50,0/~2.1 +45,5/-45.5 1/8- Temo. +50.01.:80,1) +50,Of-80,1) +50,OI..eo.O +50,0/-80.0 +50,01-80,0 +50,O/..sO.O +-50.01-80,0 +50,OI..s2,$ +50.0/-$0,0 +50,01-80,0 +50.0/-80.0 +50.01-50,8 +50,0/-80.0 +50,01-80,0 ...ro.O/-78.a +41,11-41,1 +50,0/-30.0 +50,01-80,0 +50,01-77.3 +40,8/-40,8 +50,0/-80.0 +50,01-80,0 +50,0/.73,6 +40,01-40,0 +50,0/-80.0 +50.01-60.0 +50,01-00.0 +50.0(-80,0 +50.0/-60.0 +50.01-71.3 +50.0/-S0.0 +sOO/-aO,O ...50.01-57.9 +50.01-80,0 +50,0/-79,5 +50.0/-50.6 +60,01-80,0 +so.o/.na +46.41-46.4 +50.0/-80,Q +$0.0/.73.6 +45.5/,45,5 ._~"--,-..:...,..;....-'~., ---....--...,.. -~.' ,." DesIgn P(6$$Ur6, p$f (OP) 3/16" ArI. +60.01-80.0 +50.01-00.0 +50.01-&:1,0 +50.QI-eo.O +50.01-80.0 +50.01-00.0 +50,0l~,O +50.0/.52,8 +50,0/-80.0 +50.0/-80.0 +60.01-77,1 +50-01-50.8 +50,0/-$0.0 +50.01-80.0 +60.01-09.4 .41.11-41.1 +5tl.O/-80.0 "'50.01-74,8 +50.0/-e4.8 +40.81--<<).8 +50.0/-80,0 +50.0~2,6 +50.0/-62,1 . +40.01-40.0 +50.0/-80,0 +50,0/-80.0 +50.0/-30.0 +50.0/-80.0 -t50.0J-aO.O +50.0/-7t.3 +50.0/-80.0 +50.01.80.0 +50.0/..s7.9 +50.0/-eO,o +50,Qt.71,7 +50.01-50.6 +50.01-79,9 +50.oJ~4.8 +46,4/-4&.4 +50.0/~1,7 +50.0/..s2.7 +44.4/-44.4 3/16- l.G. +00.0/-00,0 +6O.Ot-80,O +5O.OI-80,Q +50.0/-80.0 +00.01-80.0 +5O.0/-ao_Q +51),01-80,0 +ro,O/.52.6 ~.O/~o.o +60.01-80.0 +50,OI-eQ.O +60.01-50,8 +6O.OI~O.O +50,01-80.0 +60,01-18,8 -+41.1/-41.1 +SG.Q/-80.0 +5().or-eo,O +50.or.7],3 i--40.8t-40.8 +5{),Of~0.O +50.0/-80.0 +50.0/-73.6 +40.01-40.0 +60.0/-80.0 +50,01-80,0 +50,OI~,O +60..01-80,0 +6M/-80,O +50.0/-71.3 +60.0/-$0.0 +50,01-80,0 +00.01-51.9 +SO.OI-ao,O +$0.01-79.5 +50,01-50.6 +50,01-80,0 +50,O/-n3 +~.~-46,. +5Q.Ol-ao,Q +$O.OH3.8 +4M/..f5.5 3/t6" temp. +50,Q.40.0 +5O.Of..tO,O +$O.OUO.O +50.01-80.0 +50.01-80,0 "'50.01-80,0 +50.Of~O.O iOO.0I-$'2,6 tOO,OI-80,O +50.01.80,0 +50.01-80,0 +50.Qf-50,8 +50,01-80,0 +50.01-80.0 +<<l.OHIU +41.1J-41.1 +5O,OJ-aO,Q +50.OUO,Q +~O.0/-77,3 +-40.81-40.8 +50.0l-S0.0 ~~.O +50.01-73,6 ' +40.0140.0 +so.o/-aO.O +50.01-80.0 +50.0/~.O +50.0J.80,Q +50,01-30,0 +50.01-11.3 +50.0J..SO.O +SO.OI.ao,Q +SO,Ot-e7,9 +50,0I-S0.0 +50.01-19.5 +50.01-150,6 +60.0/-80,0 +5Q,OI-n.3 +4e.4/~.4 +50,01-80,0 +50,01-73.0 ~5.5f"5.S Test Speciflca1lons :MMA 101-97 .~;~..:"" \~"" Referenced Test Report II :361 W-6 & 8, _.-'.'j U~'. :'" Notice 01 Product Certification tf.: NI 004370 · A ?~.. \.> ......;. .J.~ '. Q ()( ,.:'..-./. . .,~ .:.'~'~;'.."t Air Infiltration@1.57 PSF (ASTM E283):O,06 cfmlff f!. ,,' ,.( '(, <1; ~ ~'.~ \J> "t Water ResIstance (ASTM ES47/331) :7,5 psf I ::~ .: ~(". rt A'...\:?i<~ ~ posltivelNegative Stnlctural Unl(onn load (ASTM E330) : +/- 60.0 pst (TP) ~.:-:: :t.u.J~} Forced EntlY Resistance, FER (MMA 1302,5) : Passed ~~ '. :.--:'~A,y ^-Gr.~gtti ? ; Operating Force (AAMA 101-97) & Oeglazing Resistance (ASTM E987): Passed . .,p '. 11:1~~~) ",,,( / NuAlr Inc. Maximum D&$ign Pressure, (self-Imposed): 8(\ P5~ . 'Y. ". ",oJ' ..',. .~,: / , F ct ' . '~.'... -~. fi, I DeSign a or: 1.5 '1,~",:.'yJ"C!IWfrj ",<fl,. . ,.Expires : 1/3.0/20~~, ___ ' " :' ~ IlOO~7 J../ ... .. WA.l lAIR Panel Size (inches) Width Height 24 30 36 48 24 30 36 48 24 30 36 . 48 24 30 36 48 24 30 36 ~ 24 30 36 48 24 30 36 48 24 30 36 48 80 96 80 96 80 96 80 96 Track Sill Helaht (in) 1,5 1.5 2 2 2,5 2.5 3 3 Non-Impact SGO 200 XO Comparative Analysis Table Design Pressure, pst (OP) 118- Tempered Glass Design Pressure, psf (DP) 3/16" Temoered Glass Panel Call Size ~Ul)U 2668 3068 4068 2080 2680 3080 4080 2068 2688 3068 4068 2080 2680 3080 4080 ~068 2668 3068 4068 2080 2680 3080 4080 2068 . 2668 3068 4068 2080 2680 3080 4080 +30.U +30.0 +30.0 +30.0 +30.0 +30.0 +30.0 +30.0 +45.0 +45.0 +45.0 +37.1 +45.0 +45.0 +38.6 +30.0 +60.0 +60.0 +55.0 +31;1 +56.U +45.6 +38.6 +30.0 +15.0 +64.6 +55.0 +37.1 +56.0 +45.6 +38.6 +30,0 ~7:9,2 ~.6 ~~5.0 ~37.1 ~56.0 -45.6 ~38.6 -30.0 ~'T9,2 -64,6 -55.0 ~37,1 -56,0 -45.6 -38.6 -30.0 -19.2 .64,6 -55.0 -31.1 -56,0 -45,6 -38,6 ..30.0 -79.2 ..e4 .6 -55.0 ~37.1 -56,0 -45.6 -38,6 -30.0 Test Specifications: MMA 101-91 Referenced Test Report # : 443 W-2 & W3R Notice of Product Certification # : NI 004636 & A AIr Infiltration @1.57 PSF (ASTM E283) : 0.32 cfmlft2 Water ResIstance (ASTM E547/331) : Varies w/track Positive structural Uniform load (ASTM E330) : Varies w/s~ze tested Negative Structural Uniform Load (ASTM E330) : Vartes W/SfZe tested Forced Entry Resistance, FER (AANtA 1302,5) : Passed Operating Force (MMA 101~97) : Passed Oeglazlng Resistance (ASTM E987) : Passed NuAir Inc. Maximum Design Pressure, (self-Imposed) : 80 psf Design Factor : 1.6 Expires: 6/8/2003 24 X 36 PRINTED ON NO, 1000H CLEARPRINT~ +30.0 +30.0 +30.0 +30.0 +30,0 +30.0 +30.0 +30.0 +45.0 +45.0 +45.0 +31_1 +45.0 +45.0 +38.6 +30.0 +60.0 +60.0 +55,0 +37.1 +56.0 +45.6 +33.6 +30.0 +75.0 +64.6 +55.0 +37.1 +56.0 "'45.6 +38.6 +30.0 .,19.2 --64.6 -55.0 -31.1 ~66_0 -45.6 -38.6 -30.0 -79.2 -64,6 ..s5 .0 -31.1 -56.0 -45.6 -38.6 ~30.0 -Pd.~ --64 .6 -55.0 -31.1 ~56.0 -45.6 . -38.6 -30.0 .792 -64.6 ~5.0 -31.1 -W.o -45.6 -38.6 .30.0 " '-'-~- ... _ ".;..,.. ,_...~_~ ._. .......,. ._._,~.._w__ .....,_~',.,~_ .-- ---'. _.._--.., _. ... ," .. '..... -,,-, .~.., '".'-.."-' '. UJINOOUJ INeTAL-L..ATION SBRIES900 & 950 SH ^ I~!ERIOR -~r- .. V::' , . '-1 ,/.I.',,;'.. .' o"'.......':j ~.". . : I HEADER I /{ . -n> /.~ r~. ~~J/',:', '/?i 1 EXTER10R rut4;~ l~'. INTERIOR " h" :\: PRESSURe: TREATEO '" tI ~t-.... "-aUCI<STRIP (MIN. m" )7 "H AS SHOWN) , . ~ SHIM ~S NEEDW <\ ' WINDOW ~. ' f'A$Tt:NER . ' ,.' FILL INTERIOR VOID WITH ' M~N1MAl EXPANOING FOAM - If PER CODE . /1/, . , I . l .: ~~'Ij/::, , , ., ,,' '" . lA.:..i- v EXTER10fl ;-^v---n- : J r-" : L::J ~ ':ij' , ~CESSARY, E SHIMS . _ p. &'HEN .. 4t.L1NG TO ~~") 't~~~B &: ~,. \ ( <t Whit1uM. P,B. . . . II m16W9 ~akvlsta Cir. ~. FL 3~634 I e.~W9. 7971 ~ I t~ ~ ~~ t r ,....-~ ! 15. ~ ~. II dfO !-:- rr ~ -r ;,/ /,,--;: :::-;;' "--i7 ;[(1/:;'1 /i~;J;.~/ (,~ '~LAT, POUREb'? ,:', COfilCRETE SILL 1 1 . SEALANi 8~AD JAMBS NO f'ASTENERS THROUGH SILl. . . " " . I PRE-CAST'" ? -!~_~~m2!1!:- ,- i SilL --.... a,ARAa-1 OOO~ INPOpcMATION MODELS 2050. 2051. 4050. 4051 )"><2~ tA U-~RS, u-!l4Il~ IN A. 2-t-2-1 PATTERN (TWO U-aAllS 011 8C>T101ol SEt1,01l. ON! u-W ON NE~f SECTION. tTe) 1-1,11" tI " ~ .... . ..-...........TIf"...'.... "....n .....,..,...... ('........'.... ,..' I I I i _,_'.-, ,-'- B O1'110W.L 'llINOOVl UTt SECTlClN. SEE S(Cll0~ B- a FOR Lilt DtlAlLS. 1.1 ,\ "1]p".........., l :z: ' I _"::::.~,".:.::~ L~::~"..,,""J ..:::"'"."~-:;=U L.,~:",-=.".,~ ~.:.:~~::,,~~"', ~ IT............. n rr..............mr-..... "'n r........' t W............. I 11 i ............... i L ~L.....,...JIIL.. ....~.__...j:L.._. . .IL........._ ,....-..-.., ,....",.......ii. .....,....-' \0P110N.<1L OUTSiDE ~MO LOCI< POS11l0N.J ~ ~,-,..: I " "' \lAX, txlOR WlC>1H . t $' -0. ,9f SLIDE eOll ENP LOCK ENCAGtS SllLt 1N10 IotItTICAL TRACK. ONE lOCK ON " (,l,CH SlOE OF DOOR. l~1 o~~t< OOLJ I .:,;.:~'"o:=,Al! ,:;:~~'"~:::::::, \N~UO" rl NA.Tl0l-l K13 G"- GIILV, SlHl rv.O BRIICKtT, EACH JASTt:NEb TI> 11I000 JAilS 'IIItH (3) S 1 ,".t -s/a" WCOl> \)lG SCRew. t~Ck t/\llnC:\lAA1"IO~ Sw.1' lA'ItH ENG/lGtS ONTO VE~n(;.l, \. TRNClC., ONt SW,P lATCH 0l'I 00i S1eE OF DOOR. IIIlER. SOLE OUlSIDE ~ytD ~ t' EN!> W<NOLE '<' STIl.E INSIDE AANOLE W.l.JD&',~'?oJn?TiOl'.l >< 12 GI\. CAI-V. STEtL TRACt! ~ eRiGKO rASii:NEO 10 WOO!i ...."'S Wl1l+ ONE 5/18".1-5/8 WOOD LAO SCREW PErl 8RACkE1, ~. ~w. SltEL 1RACIC.J rJ.STtNE l> to lRACK BRACkE1S. EACH ElAACI<tT ''IT.o.cHEO \11111-4 twO 1/4~.s/e' BOLl 4r 1M' U! HO 1/4' RIVE1$, ''''9 C~NrlGll~1l0N ,f1=- i I I I 't- I u .~""" ~~ "t" /" l" GJ<I.V. Slttl. tRM:K. / tlVooCt< tHICKNESS: ,060- - 5-0 eEl INSTALLA TION D2TAJLS,fOR NON.IMPACT. FLANOB, SlNnLB HUN<l W1NDOWS IN WrNDZONES Or IS0MPH OR LESS (per FaC 20(1) v ...._____._ Buckstrips n,ust lie set in a bead of sealant. The exterior joint' between the buckstrip and masonry must also be seared. Buc:kstTips shall ron the entire length or the rougn opening. A buckstrip Is not ne~essary at the sill if it is pre-cast. An gaps must be sealed, Buckstripsshould be pressure treated yellow pine, spruce or comparable lumber, In accotdance with the Florida Buildihg Code, a taper, or bevel on the buck is acceptable if tho window frame Is fully supported by the buckstdp at both the interior and exterior, Ifusing 3/4" thick woo4 ~uckst(ips: Installation fasteners should be a minimum 3/16" X 2-1/4" masonl)' screws, installed through the window and buckstrip, into the m~s?nry. Window may be shimmed as necessary, provided a minimum screw etrtbedmentof t-l/4" is maintained in the masonJY. Fasteners should be located tl maximum of 4" from eaoh comer and maximum of 18/1 Q,C, It is recomm~nded that fustene.rs not be installed through the sill of the, window. The actual, size of the buckstrips should be no less than .3/4" X 2.)/8", If \.Ising 1-1/2" thick or greater wood buckstrlos (not shown ), ' Window installation fasteners should' be a minimum 1#10 X 1~112>' wood screws. installed through the window into the buck strip. Window may be shimmed as necessat)', provided a minimum screw embedment of l-J/4" is rrtaintained in the buckstrip, Window fasteners ,should be lo~ted a maximum of 411 from each corner and maximum of 18" O.C. It is recommended that fasteners not be instaUed through the sill of the window. Tho aeroal size of the buckstrips should be no less than 1-1/2" X 2-118", Buckstrlps should be installed using minimum 3/J6" X 2-3W' masonry screws to maintain 1-1/4 embedment, and be 18'1 Q,C, ' Illtv! tAll I ~1t.lPlIQll 1011 12119)9 I ~AMa "mCHMtllT INFORMAtION INCWO!:I> I I I J' STttL ROlLER, - ~~~ 01 CLO?A'!' BUilDING ?ROOUCtS COM?AN'!' NonD _ apay 312 WAlNVT SiREO. $U11E 1600 I>OoTl' 4/16/98 CINC1NN^il. OHIO 4:>202 "'^'_ .1. Buf/ding Produeh (513) 3!1-4&OO MW'N ~o~~ ~~><Fo ~ s(~~J.18tV( Comoonv C__ 0.".,4<1",,, R'.... R..."".. cmo<u 11, DESiSt( Lo.>.DS: HO,O PSF 4< ~ ~,o psr 1[ST lO~ "'30,0 PSF " -31.0 !'SF "'Ufo I"'" ~ "11:0 Hi"N " a'H IUtA1P1D> 2050/4050, 16'W, +20/-21 DES. D 1000'\llNG N~.l(" I tel" I 101820 01 i'- TYP. '-1/2"'12 ~. ~lV. STEEL Tfl./lCl< tlAACi<XT, (.) '!RACK !JAACl<t1S PER SlOE. EXTERIOR WINDOWS . DOORS 1. PLANS ILLUSTRATE T~AT ALL. !:XTERIOR ~INDOWS AND GLASS DOORS ARE REQUIRED TO BE TESTED IN ACCORDANCE WIT~ ANSI/AMMAlNWWDA 101 I IS2 STANDARD AND a EAR , AN AMMA OR WDMA LABEL IDENTIFYING T4-!E MANUFACTURER, PERfORMANCE CJ..lARACTE'RISTIC$ AND APPROVED PRODUCT TESTING ENTITY. F8~ 1701.4,2,1 2. PLANS DerAILS ILLUSTRATE T~AT ALL EXTERIOR WINDOWS AND DOORS, 5l-IAL.L ef ANCHORED PER PU6L.I~ED MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE T~E DESIGN PRESSURE SPECIFIED. F8C 1101.4.4.\ 3. PLAN DETAILS ILLUSTRATE Tl-tAT ALL exTERIOR WINDOWS AND DOORS WtlERE BUCK Tt4ICKNESS 15 L.ESS Tl-tAN 11/2 ", SHALL BE ANC&-IORED il-lF<OU~ itlE JAM INTO TJ..lE STRuctURAL SUBSTRATE. F6C 1107.4.4.2 4. PLAN DETAILS ILLUSTRATE rl-tAT ALL. EXTERIOR WINDOWS AAND DOONRS WtlAENRNE BUCK T&-IICKNE5S t5 un II OR GREATER, THE eUCKMUSi 6E ATT C~ED I A M ER .Tt-lAT TRANSFERS TtlE LOAD DIRECTL'r' TO TI-IE STRUCTURE. WINDOWS AND . (XX)RS 'SHAL.L BE ANC~ORED TtlROU~ TtlE JAM INTO TtlE WOOS BUCK. F8C.1101.4.4,2 s. PLAN DETAILS ILLUSTRATE THAT T~E WINDOW BUCK ~ALL EXTEND BEYOND THE INTERIOR LIP. OF TJ..lE WINDOW. f'8C 1101.4.4,2 6. PLAN DETAIl.S ILL.USTAATE rl-tAT MULLiONS AND ADJACNENT DOOR ASSEMBLIES ARE REQUIRED TO BE TESTED OR ENGINEERED TO TRA 5FER 1.5 TIMES THE DESIGNED LOADS TO rtlE ROU~ OPENING sueSTRATE. f6C 1101.4.6.1-1101.4.5.4 . '<. CJ-J ZLU ~~ffi wen..... ZC~ - w -(/)>~O (!)<U5 Z-lL.. _::')r- ~CI>::J cnzO ..........J: ::>....JI- ?~~ ooze c:owz wQ< ........cn::r: U)wl- ::>0::_ o:::CS t-wa:: ."",' ~ 0 ,~) 0 (f)~O , . , , " ':1). /,' " "' . ~,,' ,. ~. . " , . ..-. ..... ,. '" .. ~".. . ...-." ...~--_.-...... ~ _.-. . -- _._-.... - . " . flEXIBLE flASHING - HEADER Window Installation: .' . ~~<<;..;:- -~f7~'''1 ~ <5,"." .,r-'<> I:' "-~_:- :~~. '" '\ . wtArHER ~ ~ RESISTANT FUXI8LE !i' ~ , BARRIER fLASHING -c; TJ EXTERI~R flEXI6LE WEATHER .1- ruSHING RESISTANT -.. tf~. . JAMBS BARRIER .~ ' "7" EXTERIOR_ ....... ~ " .,1 ~ACADE ~ ;.. ~ ,'-J~"~ -'-0 '~L';~';~m~E~ [nstaJletion fasteners for windows should be a minimum 1..112", 4d naB or #6 x 1-1/2" drywaIJ screw, with an embedment. of at least 1.1/2l'. Fasteners should be located at a maximum of 4" from each comer and 18" a.c. for screws and 9" O.C. for nails. It is recommended that all screws or nails be sealed to prevent inflltration of air and water, Product may be shimmed as necessary. IF' NECESSARY. USf SHIM S WH(N ~ INSTALLING 10 I · KEEP PLUMB do: . LEVEL ~theroroofln21 James B. Wbittum. P.B. fL #I 00276~9 7519 Oakvlslit Cit. . Tampa, FL 33634 m.llK9.7\111 Flexible flashing should be installed iri a weatherboard fashion. The top layer should overlay any layer beneath it. The weather resistant barrier should then cover the flexible flashing at the header. The appHcation of the weather resistant barrier will vary based on when it is installed. If it Is ipstaHed' 'after the window, it sho':lld be tucked under J~~, sl~).. t1~~.f1in'g'apd overlap the Jam bs and head flashing/:.. '/ :~. tJ II'...., : \, f .1'2, .,.' (I) n /- '. ,;. I, ;,.,' ': (, '..(~ (>'" 'I t '~(: .'.. ~l"" \' ....' ',~ i , .~l, ' ~('. , . ",. ., . ~ c:l ' ,; . , I .1 I a~~.1f~~l)-9 "1001;> /J IIi1^M~l<lf:AN The plodutt depleted in t~i' drawing Is i.nte~ded for use on typl<;al c(}nstructi~~': ' it~ts:;h'O rt/PPBSlbllity of . ~~:~; others to d~ermino if it tS appll~able. AddItional ~a~hing, vapor barrier" etc, may oespecified by the ~~J~~n()N project archttect. Wind an~ design pressures vary wlthsn each state and ~unty. All products manufactured . by NuAir Jnc.,m~et a mimmum of 110 mph (R3(J DP) wind load requirements (per AAMA 101); plea.s~ check local butldtng codes (or exact requirements. nNI$Hto SILL . SEALANT BEAD OSEALANT BEAD IF FLASHING IS NOT ADHESIVE j'L lAIR Tempa. Fl. (800) 282.6621~ www.NuAlr.com " ~1{: '~'--'_.'~_'~~K4~'~']~"~ '-", ,~J J.....'-~~:~:,,- . .p>._~L_:.~j' ~ ~~ ~Li_~ .lj~ :}I~~~~:,:i~~;,,-'=- - i ._ ~ i'i 'r'.;/I -... ____ ~.) s t:( :OOt CN':' w'ri1 gnU (.02&'. fi<<.r s /' ~ =tJ · a Eoee os>, TCP ( 02S- THK.5 E\. .' k::::::: /' ~ I ~ _____ ' !S T :El. EQC~-CAP, BonOM (;026 lHl<.)' ~EEl : __= __" _ _ ~ 8 WI on OC~ Bt~, OOOR p~tJ. ,. l 12' 'I. t,,I WClM. V / / //7 I 'i' V k-:: / / ~, I 1 HINGES ~ )( ". )( ,OilS WT. STANLM .iT STfEl I /, / - ~ / a 110 l( !L2" SHE€T M€TA1. SC~O'i 4' STttl. T / ~;~; i3'J,:ll~ S ,~, :/0 /!J~A. ~~;~~ t~t;IiLE\i.'-~1j'&5'O~--- '.. ~ I / ,\ 1 G SI~f\JrE TOP .Ie eOTIOM lWt. (~r' PINI!"t ?INt ~ ~ ~ '... '.' ..' ".' ~ ~ 11 S'O'''''UTE ....- K "} .. _ ~ ~ 1.1<" cU\l JAMa (?O~jC t PINE) PINt ~.' ~; ~ I 2:11 ~ 1 ~: '. . ~ " 12 HtAO JAMS ~(PONOE.~OSA PINE ?INt: h ~ ~ ..... ~ ,\.. t, I '. .. : '.: 13 HlNO! JAMS PONOEROSAPW!) ?IN! .@. , ~ --:() 1,75' /,fIN, '..... 0", ~.,_ ~ 14 lATCH JAMB [?ONCEROSA:-......,~-. ;>.1"."" ~ ". 0' PANel TH1<. '({....~;i. I:~" o,c. POLY~~EtiiANE ..OAJ~~'~"(";~S;f') .R fji' .. ~ 1 ,l!, "~: c9, ~: ~ 15 m'pE.. A. IKflMY: RESII'I?' l<lR)' ISOcY'-W,TE (~1 00 1). C'ltlOPOiT...'lt ~ ~ ~ ~ II '" 8, "mOl R (?11+30R). ISOCYANAtt (;>\036): ~ 'f " ~ HI Ha '( 2 111.' EfJB'\'1S :lU;El J ~ FS~! GWJN~ 1! S1 F '---<!} 8' 7 :;,,\;'Jd \AL... '- ~ ?$ _ _ cvm.s i !:$ - - Sff GWING ... :;1; 18 I~ ~~,,1 0 , porlt~. p~~. O,1lI P~P5SJO ~U} POL'I'P~OP, ::l ~ Del AILS 13 w '"'' n........ I Gt ~ ?or.C<l~onol4 ~SA ~:1 LJ< f .Aa 0 ~ ~ .~ ~ 19 cu -- f~~1&Y . ri~fx~~ i ~d rf /""...., ~ ~ ~ rI' ~ "U' ~ l.; ~ 1 SEiaWU ~- ~ ,S(f: Non; FO" .-l Sf! ~on: fOR ~ j t2;21 K 11Tm 700 SERIES OEAOaOLT - r:-::- .... SPACINa o. '4 Sp,~CrN~ ~ 1 rFf' ..... l-A ~ " '<:I \S~ i1T......,700 :H,RIE,S I<.NV~ ~ ~ ~ 0 '"'t )l 2' f'fH WOCD SCREW Srta- :t ~ '.' 0'. ~, ~].. ..r.:i' . ~ 2i 8 lC 2" PfH WOOO SCl'lEW SiEtt I 10 . . 0 If' q 1: .' ~ . . .' IY ~ :'4i. 2 MASONRY CONCRm ~ ~ " 0 '.' .1UIfBLO.B ~ 1mB!l2B '. ',~ 0 .: ~', JtJww.B 1 "~'f' 26 ~llI~QG C~~~ t~t'U6'Sr.~ll r.tA~ MtlW 111K. r~ " .a . "'. " . ().. :' ~',. ~ ~ 27 or: ~G 1 ~~~~. ~ ~~ON o.u-rx~&qAlJ>>b) ~~! :;J;~ ~K, _ .0:: .0 f- ./ .; . ~. "'--@ --; ~ ~~ fID.'iT STEEL "~.~ .; CD- 'b:~~ ~ 7\i~ ~~ ~ ~~~~~ , , ,. '. ~. Jl , 1& TAPCOIf tl1'l 0 3 16 mOl 2 . LG. sTdr ~. ~:\o: ~ '.,: ~ $ '.' .0. . '.' J2 18-1 U4'-TEl< SCi< ':N (UTE: FAAME SCR~J STeEL ~ . ': ~I " l~ J ~ SIOi" OVARr;f ROVNO lln )l In ?IN{" j , .:....o~ ~~ ~ / j ~. , .Jot SP.AO TRIM t-WI. 2' la. STEEl . ~: .o:t-~ ~ ~ -~, ~ J:i ~X BOCK WOOD , ~ VI" J T ,_. ~ " ' !.M.' OORliOEO ,l.LU!,lI~U!.l ;.sTRAl>A.1. (lMPERl.'t} AlUM I .. '" "- "" r.....-@ J7 1.68 lCI.U' ewu( STll.( PONcEROSA F>lNEl PINE" ~ 1 . jQ V UTllUOEll ~UM. NiRUS. q I I\LIJl./ ~ :i ..:' ' '" 39 COlolPR(s!IQ~t mllitJlmP (liCUlJ, sri HOTt) ~. )) r~' - _..' ___.1 q 4" ,~ "' 40 IXXlIl lKlrtOlot SNI(V> (ATTACHED WloouaLE SlOEO TAPE) \!IN'\'\. '" " ..-- \\-; ~ ~ @ Nt = ~ I - i ~ ift ~ ~ rg~~~~ :::> ~~~i~ 5 !~~~~~ ~~~~~~ II Ii ! ffi ~ ~ Ii! ! ~ m ~ 8 + .~ ;t v~- 2 tIC T(; SPACING FOR If(1.I JlJ2; rop '" tlOrTOM (I) J rj'r IN FROM CCANERS '" (I) IN Th'e t;tNTER. SlOES; (6) SC~EWS -:l lb", ':J 3/.... 28 1/2', .19 Va'. 52' & 82 SlAw . 1 q _---:--.:.-.~ . . : ~ lSl>n"AJ ";::,,, ' '-V MPB P>>Ift ,~ SE:t NOrlO sur, 12- ~ FOR SPA~ . ~ I" it!./:)'. '~2 'I~a.: &~.. . -. II .. t--~t- lil ~?/../::: i '." '!~ ~.. '~',' ~ jV . ~ @/ ~f' TE / '/ ~ ~ SHT. -; / 8 '/~." TO DOWN /. /" 4 (7i !)" 0,0. _ \ ..,,',,"11'1'" QDJ fl J i1 /~ (i} /. ~, .r.:n(W.8 NOTE; TW:; SJ6elITf IS I;1\STf:NEO iNro THE JAMS WIlli fU;l.4 123 (Is l( 2' PH. rli SCREW) $PA~E() ~ rOllOWS: S" OOWN fROM TOP mo S' VI' fROM eon-OM WITH (2) MOR! F:v'r:NL'f SPACEO. A rorJ,L OF (.) SCRtwS. ...dl o ~. ~(. 'b 'q: , ~ IJ:IltBtJ3 ~ ......... ,.'.. '.. . ,!t:... ....... 6 '~o'. .:\.' . . q. . . ~ 00;- _ ,,'f. t 4- . . ".. . It' " ~A\ '. '.. . .. ,0 .' "'." ~.. '-@~ ;;:~ iii l:it ~~ ..~ ~~=A ;~. C> z ~ m~ ~ I !~ ~ 3: ~ <.:~~~llI "f3 / ~ ~ ~ ~ o ~~OO (1)(1)00 s NO~ J J @' r?~~ 12~ 0." ~~. iD ~m] ~ ~~ _" (' r"-'-[~~ l~....~ . .',~ '\ ~\,\I. /" F~-~\\ ~,..;.:;,:o 0: 'o,o'~'~' " \. 'o,,",Q,' I' \~.t:' . . I\. '\ Yo ~ d::, o~ 't~ ~. ~~.:~. "J<.'-L'" " '1= '} , ~ '"/t'O: t' ~ ? ': ~. ~ '\" TV ~ ~ L-r:~.r , ~ , Jr/",<" ~)r' :\ ~~ 1 SEE ~JTE '\. " ~ ~ T>IIs ~'<< /1'-. " Jli1Ml~QR. @ s I/a" FROJ./ TOP DOWN !l (7) AT g" 0,(;, 1 ~ ~ ~ i>~, @r\'11 ~!; .i ~:::;.:M;= .Ff=~=, SEe: Nore THI~m'. sr.F. NOT! SHT, ~I\~<T ~ ~{);{em ~,; ~ ~YT "y)/~::..:~~o~ L--LL m!8JQ8 .....~.f~. -- -~ '., . ",.or /~ :: : 0 ~ -elo,: W - 1 1 l) '" .,- / V' '" ....... I ., . ~ ~ ~'!~-- ,.f \0~ ' 'Il~ t::::N, -I-----l- L,:r.= ED ~ i'W S'OIIM DJa. _ .25' l.{',X. rt'''-m~ This approve, . residential insulated steel door, as de.scribed in Section 2 oft1Us Notice of Acceptan~, esigned to comply with the Fl{)uda Building Code (SFBC). 200 1 Edition for Mi ade County, for the locations wllere the pressure requirements" as deten ed by SFBC Chapter 23. do not exceed the Desi~'11 Pressure Ratitlg values indo ed in the approved drawings, doo~ ~han ~af a p~~m~llel~ label with the manufacturer's name or logo> city) state d folloWlng s1atement. Mianu-Dade CO\IDty Product Control Approvedn. '" OC)OR INSTAllATION REVISiONS BY 00. ~ ~ ~ ~ ~ ~ < ~ Z ~ 00. '" ~ o rJ1 ZE- OU ~~ ~~ < =, ~~ ~~ ~< !./') ~... \0 1:""1 t~~ Ie. M i"- 00 ~ o '.... ...J .....:; ~ ao ~~ ~t.f( It ('"4') ~ r~ ;>0'- <:- ro~ ..... 00 5 '- "" 8 <: z ::> ("'ol t- o-. \ SEAL Date - So - D' - J - ~ ... u ._~.,- -" -.. .~. .. .._--_._..._-_..__.__._~._-.._._._-.. ..-.--------..- .. -.. -._-- .-<--'." _._~ -","~-'""--' SERlES 200 ~-..-" ,''''--''-'' .....~..-.'--,~ .. ,..-_ ....'.M_.:._......."'..., -- ------~ - ~ 'f lAIR Non.'mpact SGD 200 w/3 or Mor;-P;';-e's ..,., & 500 SOD .A Comparative Analysis Table -.. H~~DER^v -=r Design Pressure, pst (OP) Design Pressure, psf (OP) " . .~. ". .. 11S- Tern ered Glass 3116- Tem ered Glass . / 11/ INTe:RIO~ + + MIN, 1~" 2068 +-30.0 +30,0 EMBEDMENT 30 80 1.5 +30.0 +30,0 " , 0 INTERIOR 36 3068 , "1'" 0 4068 +30.0 +30.0 '/, " SHIM AS 48 /.. . DOOR NEEOED 2080 +30.0 + ....: ~''''.., I /::.. f"ASTENER 2 I . /" ." +30.0 -4,5,6 1'30,0 (. ,~ , 30 2680 ~ 96 1.5 -38.6 +30.0 PRESSURE 36 3080 +30.0 - .; TREATED 4080 ,+30.0 -3,0.0 +30,0 ,//" 6UCKS1R1P , 48 , , ~/ 06 +45.0 --6,8.0 +45.0 '. ,.",. r ' 24 +45.0 -55,6 +45.0 -55.6 '. "/'''~F ;' ce--+ FILl. INTERIOR 30 80 2 2668 "'45.0 -47.3 ./ /.' ,r VOl OS WITH 36 3068 +45.0 -47.3 MINIMAL EX- -31.0 .... .... .....- -::- 48 4068 +37.0 -3,7.0 +37.0 PANDING FOAM -50,0 +45. < 24 080 + .0 30 2680 +45.0 -45.6 +45.0 -45.6 BYPASS JAMB MINIMUM ,~.. 96 2 +38.6 -38.6 +38.6 -38.6 "' RECOMMENDED. 36 3080 -30.0 +30.0 -30.0 ~ ....' DEPENDING 48 4080 +30,0 . 0 ON TRACK 4 206 + .0 8. +60.0 a. Af1ER SILL HEIGHT 30 2668 +55,6 -55.6 +55,6 -55.6 INSTALLATION, SEAL 36 80 2.5 3066 +47,3 -47.3 +47,3 -47.3 HORIZON1AL JOINT \ 48 4068 +31.0 -37.0 +37.0 -37.0 SETWEEN TRACK AND JAMS . 24 0 ... - ,.0 +5 , .0 30 2680 +45.6 -4~.6 +45.6 -45,6 INT~ RIOR .. . 6 < 36 96 2.5 3080 +38.6 -38,6 +38.6 -38,6 I' +30.0 -30.0 +30,0 -30.0 , 48 4080 24 2 8 +68. +68.0 8. .. .'tF NECE~SARY. , +55,6 -5p.6 +55.6 -55.6 USE SHJMS UNDER 30 2668 ", 80 3 3068 +41,3 -47,3 +47.3 -41.3 .. THE TRACK WHEN 36 +37.0 -37,0 +37.0 -37.0 .; INSTALLING TO 4~ 4068 KEEP PLUMB & LEVEL ... 0,0 .5 , + 0, -5. " TRACK:. 24 o 0 '# : 30 2680 +45,6 45,6 +45,6 -45.6 PO C K ET JAMB o SEALANT BEAD BY Qlf:lERS \ 96 3 3080 +38,6 ..38.6 +38,6 -38.6 . SEA.WH BEp,O 36 +30.0 -30.0 +30.0 -30.0 48 4080 '..~-', .~.~._<.~'~'-."'._~.._- MASONR \; JNSTALLATION DETAILS FOR NON-IMPA<!:T. SLIDING ULASS DOORS IN WlNDZONES OF lS0MPH OR LESS (per FBC 200U "j . ..-----.....,.~":..;,.~~_'"."..._.,~ -_._.. .-."__'. ,__.~.'" ..', _ _A~ ;...., '';' -~.. .- SERIES 200 & 500 son MASONRY INSTALLATION DeTAILS FOR NON-IMPACT, SLIDING OLASS DOORS IN WINDZONES OF ISOMPHOR LESS (per FBe 2001.) Buckstrips must be set in a bead of sealant. The exterior joint between the buckstrip and masonry must also be sealed. Buckstrips shall nul the entire length of the rough opening. except doorsill, All gaps must be sealed. Buckstrips should be pressure treated yellow pine. spruce or comparable lumber, In accordance with the Florida Building Code. a taper. or bevel on the buck is acceptable if the doorframe is fully supported by the buckstrip at both the interior and exterior. A perimeter caulk seal is to be applied by others after the exterior and interior is finished, Drawing shows approximate location. " Ifusing 3/4" thick wood buckstrip~~ Installation fasteners should be a minimum 3/16".X 2-3/41t masonry screw. installed through the frame of the door and buckstrip. into the masonry. Door may be shimmed as necessary. provided a minimum screw embedment of 1-114" is maintained in the masonry. Fasteners should be installed in all pre-punched, countersunk holes. The width of the buckstrips should be no less than the frame of the door, Bu.ckstrips must be set in a t",o:d of sealant. The oxterior joint between the buckstrip and masonry must also be sealed. Buckstrips shall run the entire length of the rough: opening. ex.cept doorsill. All gaps must be sealed. Buckstrips should be ptessure treated yellow pine. spruce or comparable lumber. In accordance with the Florida Building Code. a taper~ or bevel On the buck is acceptable if the doorftame is fully $upponed by the buckstrip at both the interior and exterior. A perimeter ciulk seal is to be applied by others after the exterior and mterior is finished, Drawing shows approximate loca'tion, HEADER " ~'. .....-~_..._M :';. ". ~ r. ----- MIN. 1)'4" EMBEDMENT o / // I ' INTERIOR . 1/, '{ D '.. ,,:-', OOR 4 //,/ ~F'ASTENER PRESSURE TREATED BUCKSTRIP . / , '.' o SHIM AS NEEDED , I' If.using 3/4" thick wood buckstripj: Irlstallation fasteners should be a minimum 3/16'. X 2-3/4" masonry screw. installed through the frame of the. door and buckstrip. into the masonry. Door may be shimmed as n~cessary. provided a minimum screw embedment ,of 1.114" is maintained in the masonry. Fasteners should bo installed in all. pre-punched. countersunk holes, The width of the buckstrips should be no less than the frame of the door. Ifusing 1~1I2'. f1Jick or greater wood I>uckstrips (IJot shown}i Door installation fasteners should be minimum #10 X 1..1~" wood screws. installed through the window intQ ,the buckstrip. ';-"""'J. ' \ Door may be shimmed as necessary. provid~.ft(\~Q.1Wmum screw embedment of 1-114'. !S majntain!d''l~.tlt~ ,bu~~p., , Fasteners should be mstalled In all pr)'p~ti~~el}.'.e~~&:#~~, holes. The width of the buckstrips sq,o\lflJ .be.11,~Ie:ssl~!ll(a.. ~\ frame of the door. BuckstIipShSh.J.>~, .(b~~ins~l~ ~~ipg" .~ minimwn 3/16" X 2-3/4'. maSo ~ ., · ~s. ~t~! lC?/~'~ : minimu~'embedment. at 18u 0.0.:, ~. '. ' ~. ~1:('r'<.I~tJlJ6' j , '", .......)I/)e(J~ ...... fill INTERIOR VOIDS WITH Ml~IMAL EX- PANDING fOAM . //"/' "J /'/ .Yo' ,.,-,; ..,/ ::...........-.,., .' /-,' .' ./ " BYPASS JAMB o < MINIMUM lJ1" RECOMMENOEI), DEPENDING ON TRACK SilL HEIGHT . AfTER INSTALLATION. SEAL HORIZONTAL JOINT \ BETWEEN TRACK AND JAMB , INTERIOR" , :' Ifusing 1-1/2" thick or greater wood bucks trips (not shown}~ Door installation fasteners should be minimum #10 X 1-112" wood screws. inst.a11ed through the window in,t(U~~ bvckstrip. Door may be shtmmed as necessary, provid~,g~~~Q1~jmum screw embedment of 1-1/4" is maintahtt;d..t~.th,~ b~p~p, Fasteners sh~uld be installed in. all pre~p}.1ti~Ned;".~J:nl:~~~;UC. holes. The WIdth of the buckstrip~s~):fJ\.be. It.~It:SStfPait ~\ fr~e of the door. BuckstripSi!,sh"o /~~instSJl~ ~~sipg" \ mlUlmum 3116" X 2-3/4" ma,So '.: ~s'. ~thJ' If1 t4'~J ~ . . bedm 18" 0"" I . -.f) i;\/ 1=. CP.. ~< , mlmmu~'em ent, at .u~'~'\ ~ ':, ~i..< ~.J~~ j 4 " ~IF NECf:SSARY, USE SHIMS UNDER THE TRACK WHEN '- INSTALLING TO ,~ TRACK to KEEP~LU~B & LEVEL · $EALANT BEAD 0 ~,~j,ANT BEAD BY OTHERS ,; POCKET JAMB Test Specifications: AAMA 101#97 Referenced Test Report # : 443 W..(J Notice of Product Certification # : NI 004674/A Air Infiltration @1.57 PSF (ASTM E283) : 0.32 cfm/f't Water Resistance (ASTM E547/331) : Varies wftrack Positive Structura' Uniform Load (ASTM E330) : 45 psf (TP) Negative Structural Uniform Load (ASTM E330) : 45 psf (TP) Forced Entry Resistance, FER (MMA 1302,6) : Passed Operatlng Force (MMA. 101.97) : Passed Deglazing Resistance (ASTM E987) : Passed NuNr tnc, Maximum Design Pressure, (self.lmposed) : 80 psf Design Factor: 1.5 rJJ ~ ~ ~ ,~ ,Q ,; /, ,~ )" < Q Z ~ rJl .,.--.:.. -~ / SERlES 200 WOOD.mAMS fNSTAllATION DETAILS FOR NON-IMPACT, SLIDING ------.'.- & 500 san OL^SS DOORS IN WINDZONES OF 150MPH OR LESS (per FBe 200 I) ....,;""'- ,.-~~~. J/'- .. HEADER-' Sliding Plass Door In~itailiiloii: ( ...- ..-" ,,4 Installation fasteners for jambs and header should be a minimum #10 x 1-1/2" screw, Installation fasteners for the track should be a minimum 1-1/2'. masonry screws if the substrate is concrete. All fasteners should "have an em bedment of at least 1-) /4" into toe substrate. Fasteners should be installed in all pre-punched, countersunk holes. It is n:commended that the horizontal joint between the jamb and track be sealed after installation. Minimal- expanding foam should be used betWeen the frame and wall members to prevent air/water infiltration, and improve thermal efficiency. Flexible flashing, if used.' should be installed in a weatherboard fashion. The top layer should overlay any layer beneath it. The weather resistant barrier should then cover the flexible flashing at the header, The application of the weather resistant barrier will vary based on when it is installed: If it is installed after the door, it should ,be tucked under the sill flashing and overlap the , b dh dfl hO , .""1" Janl san ea as mg. .:--,.. ,;. "" "'" A perimeter caulk seal is to be applj.e~ :'\>'1: ~tl:lers "~~'~" the exterior and interior is finishet : ,raw\ngd,sk6w,s:' approximate location. f:;'. .... ~'t- [2 6 ;.'; t<., &{!;I' i) ~ 1,1 . -,; 7 . ~. ; " .......M:AY,( ~a._~.. ,-~~.. '0 ~ . ' ~ 'I lAIR' NOI1-lmpact SGD 200 XO ... . ComparatlvG Analysis Table DesIgn Pressure. psf (DP) Design Pressure. pst (DP) 1/8" Tem er~d Glass 3/16" Tem ered Glass + + 30 80 1.5 +30,0 .64.6 +30.0 .64.6 36 +30.0 .55,0 +30,0 .55.0 48 +30.0 .37.1 +30,0 ..37,1 + 0,0 .5 , +30,0 .56.0 30 96 1.5 +30.0 -45.6 +30,0 -15.6 36 +30.0 .38,6 +30.0 -3S.6 48 +30.0 -30.0 +30.0 -30.0 + 5.0 -79,2 +45.0 .7 ,2 30 80 2 +45.0 -64.6 +45,0 .64.6 36 +45.0 -55,0 +45,0 -55.0 48 +37.1 -37,1 +37.1 -37.1 4 + O. . 6.0 + 5,0 -56.0 30 96 2 +45.0 -45,6 +45.0 -45.6 36 +38.6 -38.6 +38.6 -38,6 48 +30.0 -30.0 +30,0 #30.0 -7 .2 + ,0 . ,2 30 2.5 .64,6 +60.0 .64.6 36 80 -55.0 +55.0 -55,0 48 .37.1 +37.1 -37.1 4 -56, +56, -5 . 30 96 2,5 -45,6 +45.6 -45.6 36 ..38.6, +38.6 , -38.6 48 -30.0 +30.0 -30.0 4 -7 .2 + .0 -79, 30 3 .64.6 +64.6 #64.6 36 80 -55.0 +55,0 -55.0 48 .37.1 +37.1 -37.1 2 - 6.0 +56.0 -5 . 30 3 2680 -45.6 +45.6 -45.6 36 96 3080 -38.6 +38.6 -38,6 48 4080 .30.0 ' '+30,0 -30.0 o ,SHIM AS NEEDED INTERIOR , . /... ./ /,'",," ... , ",.,..", .. ~." ,".. ,.' ..' , / . / ~ 'flAlRNonolmpact SGD 200 w/3 or More Panels . " I ... Cornparatlve Analysis Table , '\ Oes(g" Pressure, psf (DP) Design Pressure. pst (OP) , "8" T em ered Glass 3/16" TElm ered Glass + 2668 +30.0 30 80 1.5 3068 +30.0 36 4068 +30.0 48 2 80 + 2 2680 +30.0 +30.0 30 96 1,5 3080 +30.0 +30.0 36 4080 ,+30,0 +30.0 48 o 6 +4 .0 +45. 24 2668 +45,0 +45,0 30 80 2 3068 +45.0 +45.0 36 4068 +37.0 +37.0 , 48 ,0 + .0 2 8 + 24 2680 +45,0 +45,0 30 96 2 3080 +38,6 +38.6 36 4080 +30.0 +30.0 48 206 +60. + 24 2668 +55.6 +55,6 30 80 2,5 3068 +47.3 +47.3 36 406~ +37,0 +37.0 48 8 .. 0.0 + .0 2680 +45.6 +45.6 30 96 2,5 3080 +38.6 +38.6 36 4080 +30,0 +30,0 48 o 8, t 8. + 4 2668 +55,6 -55,6 +55,6 .55.6 30 80 3 3068 +47.3 -47.3 +47.3 -47.3 36 4068 +37.0 -37.0 +37.0 -37.0 48, 080 +50, -50, + - O. 24 2680 ,+45,6 -45,6 +45,6 -45.6 30 96 3 3080 ,+38,6 -38,6 +38,6 -3S.6 36 4080 ;+30,0 .30.0 +30.0 -30.0 48 Test Specifications: MMA 101#97 Referenced Test Report # : 44~ W.O Notlce of Product Certification # : NI904674/A AIr lnfiltratlon @1.57 PSF(ASTM E283) : O,3~ cfm/tf Water Resistance (ASTM E547/331) : va1es w/track Positive Structural Uniform Load (ASTM E330) : 45 psf (TP) Negative Structural Uniform Load (ASTM E330) . 45 psf (TP) Forced Entry Resistance, FER (AAMA 1302,5) : Pa~sed Operating Force (MMA 101-97) : Pa$sed Deglazing Resistance (ASTM E987) : Pa~sed NuNr lno Maximum Design Pressure, (self.lmposed) : 80 pst . Design Factor : 1,5 Expires : 8/812004 ._.~ _wI FILL INTERIOR VOIDS WITH M]N'lMAL EX- PANDING ~OAM / . / /,.//'j / / /~J,</I( / ',,-;/ './ ' , ~ -'~~I::P"-' 7*, .= ~"-'- .~~ BYPASS JAMB MINIMUM lJi" RECOMMENDED. DEPENDING ON TRACK SILL HEIGHT - --=:.-- o AfTER INSTALLA.TION. SEAL HORIZONTAL JOINT\ St1\"IEEN TRACK AND JAMB INTERIOR . tI") .... \D t") <"'i , cr.: . ~ ~ r-, &; ~ o I.) '.... rJ:j ....J Z~ Ou ~~ ~~ ~S ~U ~~. ., 8:0 ~~ ~t , 0"'l ~~ -< ........ ~0"'l '2 C;; 11)'-' ~ i o N t-.. 0\ ;, ., .. IF' NECESSARY, " USE SHJMS UNDER THE TRACK WH EN INSTALLING TO .: KEEP PLUMB f< LEVEL ~ 'TRACK POCKET JAMB . S q,I.ANT BEAD o SEALANT BEAD BY OTHERS ~", ,.., '-:.. ~ .~. . ,~.;, . (j]AMEl<.Jf:AN The product depicted in this drawing is intended for use on typical ~on$truction. I~j~ the resp~~';i~Ii~'.~( ^kl:Hllel:nJI<A~ others to determine if it is applicable. Additional flashing, vapor barriers, etc, may be specified bv the MANlJ'^,:rtJl<ES. h' '. . . ./ . ^~:;I.I':IAT1"N project arc ltect. Wmd and deSIgn pressures vary wlthm each state and county. All products manufactured MeMl<Ef< by NuAir Inc. meet a minimum of 110 mph (R30 DP) wind load requirements (per AAMA 10 I); please ' check local building codes for exact requirements. . rl~' lAIR Test Specifications: MMA 101.97 Referenced Test Report # : 443 W-2 & W3R Notice of Product Certification # : NI 004636 & A Air Infiltration @1,57 PSF (ASTM E283) : 0.32 cfm/ft2 Water Resistance (ASTM E547/331) : Varies w/track Positive Structural Uniform Load (ASTM E330) : Varies w/slze tested Negative Structural Uniform Load (ASTM E330) : VarIes w/size tested Forced Entry Resistance, FER (AAMA 1302.5) : Passed Operating Force (AAMA 101-97) : Passed OegJazlng Resistance (ASTM E987) : Passed NuAir Inc. Maximum Design Pressure, (self.lmposed) : 80 psf Design Factor : 1,5 Tampa, FLe(800) 282.662l.www.NuAir.com SEAL Date Scale Drawn SLIDING GLASS DOOR Job Sheet ~7 Of Sheets 24 X 36 PRINTED ON NO, ,oaOH ClEARPRINT~ II '".',...-..,.;_.i'"''-''_....,:>~_..,__".~__._...._. .__........,....-'-.....""........;<;.;.......,_. . . _ _ .. _~..._.'_ ._~....~ ,. _..-"''''~....-'..'-'"'...,.....c'-,,'-'~ :.-.~,~_,.'...'".___._,_. .._.__._ _, _. _ '''''~_ ..' WOOOBURN1NO DIRECT-VENT B.VENT fIREPLAces jt t~~".- ~' li~ ~~ 11:- lO".v :'1'0( .~' , , o /. ICy SIANOARD LOW ~ROFI~1i Ere~ance II Serle~ !r~nt OQenfng . front ODer1fn~ louvered TL03G-3n .. TLC39.-3/t TLC42-4/f Froni OpenIng Frush. TFCS6--3 TFC39.3 TFC42-4 CUSTOM HOME, va" f'UWOOO TOP Of' QfM!'ty TO, "'" 2~' Mll<l. HKlHtR 1iW'l ROOF \'If'HlII pO '-01( 1 Of' cat.tlEY -- H 120 CO< !'I-YWooo ,$U fJ..tIl(l1ON F<lR flNlSrl METJIl. T~TION CAP f~ ~.1l.-1LY.~!!::- eN> o,Q va cox rw.......... ~urner.Assembnes eurn~r ~~sembnes 1024 Remot! Remote T030 Front Openin~ louvered, AD39N8R PS24MNlMP ADt36--2 AD31PBR PS24RNlRP AOL42.5.' A029N6R Fr9nt ODenfl1ct Flush A023PBR ADC36.2 AOUN8R1P8R Flush Face Se'(e~ AOF3a~2 GFD200/0S/N ADF42-5 GFD300/0S/N Flush Speefal1V Serres GFD500/0S/N AOF36ST GFD700/DS/N AOF36PN GFD301/DS/N ADF36CL GFD501/DS/N ADF36CR OV8400JDSNIP OV1000/OS/NIP OV120010SINJIP OV1400/DS/NIP l()uveted Serres Gl0301/0S/N GL0300/0S/N Gl0500/0S/N GL0100/0SIN Gl0301/0SlN GL0501/0S/N Prestl~a Serres P0V7400IDS/N/P " 1,'. greqance SerIes CDV32ANIP COV36ANIP COV42AN/P ~ I i .~rr ftont Ooenhig Ffu~ rCH4429 rCH4125 See-Throu.sb. i rCST36 rCST42 . 5 ~ltlJ'ooU 10 9QNl) eEAAl "I.I. ~, FlRESlOP S~ CRla<frr f'iRtPlJle&: F\,I.& tMlNTAtoI MFA'S RS:Ot.IMENOf:O CUA.- AA.'lCE$ to Al.L wooo FfWMNG. .L-r" ll~ ~ t:-: II,..! "- _ <:U4 ,. \ . << .- Il> '. . j '. i . :~ ~.:... ~ v. . .~. . . I . .... j' . .,..; ~ - ~; n-~ '~I'-"""." . ..--...-.......-..' ... ~---,.'" -....... aruH in ut nehiewtn9 floor space. IllOdel ,.,... minimum maximum area (sq. ins.) (sq. ft) DV1400 15,000" 22.000 640 4.6 DV12.00 13,000, 20.000 535. 3.S DV1000 12.500 . 18,500 325' 3,5 balJable ~ DVl400N. DV1400P. DV1400DSN. DVl4000$P. OV1200N.., DV1200P. DV12QO()$N, OV12000~ DV1000N. 0\I1~ l>V1000OSN. DVl000C$P , DV setle$'fltepfaws are avallable for U$8 with natusal or lP. g~ ~ pll~ or direct ' spark Ignilfoil. Model lis endlpg to 'W indIcate natural gas aolU;. P" ~/1dlca~ lP. '(ConversIon kil$ are avanable for all nlodet?-> Model #s with.!>S IOOltate ~rect spall< IgJIitlon unlt$. Mod&llJs witilO\Jt 'OS"lndlcate pllot 19n11lon umts. J' '.. -. # . ......., ..C~I~fft'~{.I:ji;*iiiXi{~{{f,O i{~~';l.:', '. ~ .,"... .' 0:' .0,". .". I,:. ". o. ..... .' ." . "I -.., .f:~_:- \~. ~ 2~S9-- 0>83a.o riser 't" , ~_"'_ ,_._..~~'......... . ...".,.:,..~~-,.,...._~.;t./~..~....,)U_.._." I. s COW cabInets (fB1.' A 8 C D E fi~pla<e COW42-0 59% 52% 45 '191/a .15 DV1400 0>W336-0, SS'A '48 , 45 ' 193f, t$ DV1200 , cown.o '52 45 .3~~. 17~~ .14 DV1OQO h~arth &~~-~~ ' ~~~5~ f I L e ~iS~~~ Xl.. F J( "IU designates insulated models. (Ins) A 8 C 0 E F <i H I J lC L M N 0 P Q R S TlC42-4/-41 42 ~ 39 41* 8 3 33 44~ 21~ 32 8'h 9l~ 11 10~ 18 76'~ 38~ 54 17~ --....- --... -..... ...-- --,...- .-- TlO9-3/.31 39 33 39 41* 8 3 33 4m 21~ 29 8~ 9~ 17 10~ 18 72~ 36~ Sl~ 161'4 -_.~,~ "-- ,. -,- -.- Tl05-3/.31 36 30 3S 38 7 2 3m 38Y. 21 22 80/. ~/$ 1,2~ 9 15t,4 6S 32~ 45 W~ .'1 T U 36 17% 3l i* ~~ 16 V 26 23 18~ FIREPLACE DETAIL Washe~: 3 l~~~ ~3. ;~~ .;,"U ~i~~h'Pi;t~ washerfrom steel hot-~lted. ASTM M69: '.....,'., - --...-.-- .. '-' -, h~''''~, rNuts: >~ Inch x 13 Hex Nut. Width aCiOS9 flats = U in~h. Thickness = U~ inch. Type = Grade 2. Low or. : m*#dlum carbon steel I SAE J995. . " 'Embedded Sleeve: M inch Potable Tubing. Thickness = 0,062 inch. ASTM 03309. Stake: U fnctl PVC - SCH. 40, Type 1., Grade 1, Wall Thickn~ss = 0.113 inches, ASTM 01785. u. u CouplGr: 7.l Inch N 13 x 1 t't Inch, Grade A, carbon steel, ASTM A563 Grade A Threaded Rod: ~ inch - 13; 1008 Steel I ASTM A36. roll thread diameter :t 0.476 inches, minimum yield strength 60,000 psi, zinc plating ASTM 8633; .', , . .'. , ' .','\... " , Note: The manufacturers install~tlon Instructions shaU be av~nable 0" the Job site durIng Install r Atl fasteners shaH be corroslo'1 resl$tant . ' , ,,~ Ion. GO BOLTS INFORMATION 24 X 36 PRINTEO ON NO, 1000H Cl.e:ARPRINT~ " ~pecfaltv Serte~ GFD500RlDSNlN GFD600UOSNlN GFST36--1N10SN GFPN38-1NIDSN , ~ ,'/ Burner A~sembly 'Models , Bw1ler C<ltdrol 8tU1I x 1000 log Size AssemtJIy Type Fuel Htgft Med Low Cboites A03SHB Manual Nat 39 24.5 12 24" & 30" A031P8 Manual LP 31 20 20 24" & 30' A029NB Manual Nat. 29 19 8,5 lB" & 24" A023P8 Manual I.P 23 14 8.5 is. & 24" AD39NBR Remote Nat. 39 28 24" & 30" A031P8R Remote LP 31 21 24" & 30. AD29N8R Remote Nat. 29 21, 18" & 24" AD23NBR Remote U> 23 15 lS" & 24" Noles: Manual control models opera~ at tlIree distinct settings. Remote control !l1()dels o~ at allY setting Within th?fr If$t~d ran~$. Remote operatIon requires purohase of a sepa'?te c~~trol d~lce. ," . .-.-' -~----" .,~-"'" - '. .-...~...-..- --. AMeRICAN DREAM 'PRESTIGE VENT.. veNT-fREE fIREPLACES VENT.fREE I.OOS FREE LOGS '.._..- . .._.,~.,~..~"",........" _...~'_....<:-._-'~... ,.... ,_._ ..~, ,.___._.'_m__._...............~:.;;~:...,,,.,......."-.. ... . DECORATive VENTED LQGS ~q (;~5..B~i3;Pif-""-'-" 7~U~$'S ---'Xi/X. P6s.r +- AN: , A7fAtfl,: W/.3-/0d, V~{{r: \(/e~~l P~OVIOE' (:J.) ;)Xg NIH/..S Ell. I'NTI!A - ~c~ 1JR~F!. ern ' VeRr. ;1.,,-kaH VII 5E"~lJN~ WG;'fl. PPtJt/I{J~ IOct NAIt> G 110,0, FILl,f~ .BLcGI'. ~f!TWEel1 :;;'/-'1 8 BiteIF' 1"" WED.. '..\ 'ill i~iGGoJ): ',AU$$E5 PooP: SHEl1rH".kl A~Et{ICAN D.REAM ^ME~lP~N DREAM PRe~:r.tG~SERlg~ ., Iraditiotlal Oats T018 ~ FIRe80X~~ lon Sets Pl24 Pl28 Oak Medfev OM18 OM24 Multf-stded ~DSTN/P Mountaln Oak M018 . . , ,~ M024 Burner AssembHell Manual AD39NBR A031P8R AD29N8R AD23P8R AOUNSlPB Austin O~~ A01S A<;>24 tr}11~J ~'I- .., ~ILt.e" 'BtffWt:~ . 3-/0<1 NA$., COM133ct Fl!eptaces ADF30NRlPR ADF3324-2N ADF3322.2P AOF331 ()'2NI? AOF33MNlMP ADF33NRJPR Seasoned pa~ 5018 Multl-stded ML1S M124 Log Sets! 86245 .. $8305 eGi8 CG245 CG30S CG245UF 1""""'..........~....... ../..... ( :J.Y.Y~EILlfJtf ' j)/A/JI. 8lo~t:/~ '!RAYS ~ '1gI/0t~, :ly..11 NAlteR. Wi (;1) JOd,NIfI/,.$ t::t1 f)."t g'. ~ReSTIGe SERIE~ Custom Home Firebox AOCH45 : AOCH39 PVft7400NlP NoTE:'A)te EfN.D VV fiLl-,' l..S IV~T H 1/1'0. Nft~. .$./I1SP.ro,u ~p, ell.~x~ ~J~ j''toL7= ~ 'IS' 'V.O. A1ASO/lJIl.Y ::" &diPb. BEll f1 "'Wf.l'#5 eo,,);; RDt;> EasHI22/01 hI" ,...... :c 1 I.. A Notes: 24" and 30u and sets, hav9 five logs. is- sets have three logs. rMlilllt8n cprilg h~ 17" I I ! ! I i , I I \ ! I I TWI& OEol.aaNl& FOR A H~Y~I1SWlm AGAeU! END WAlt.. ADJACENt TO A CAn-lEORA1. CEILING T~E OE&lalN CALL.&..g A, T~&I~~ FROM ~,TO WOOD, . CON&1NJCTlON AT A eoNO 6!:AM THAT HA& eEEN OE$k:iNEP 10.. ..''J14E &~ Re.ClUI~T& OF 1l4S Fee 200t. INCLUPlNG TI-lS epeCIAJ.., WIND ~&ION& GIVCij.1M e!:CtIOt{'2tr". THe GAeLS END WALL& AM 6~e'tU~Ll. y eaNTlNUOU& ~OH TI-lS Flao~ t TO THe ROOf. ANt> ,~El~~ .p~AFHSAGH. . ''''-" 30" models 24" models 1r modeb A 34(>...5 28/33 23/29 B 26/26 20121 16/17 C 15/15 14i?/14~ 23/14 Distributed' by . G1A5LE Et--If) WA~ v-:jCArJ..JEDRAI.- C.E\L\"'~ ~ ~l= i.~V?.$.57 ".,. -"--- .. '.,z. "j( . 'I ' I" ,.z.. {~.. ~/ rZ..,~PA<..eR -"Sh<\P' "'_",.1. ,. 'I"""",. ~""', /11 ~"';' 'I ,... "cf.f~~~,.n.,",!r.T <0<; ""' .:;~ ~Mr:) -- ,j~;~o.~r.~~5~:-J.l~AL.>~ rog, ~ .. ~" . V .~E:;_i'"~. " 5~~..:. mr<.f?J N<J WA&...J- 'co '-<~:r (b\~ 7..." l:!'l2.oy\ '~1\).D it> -::,,_ 'Tit\,)% eA. f>1\)l> ...-"".'. -....."~.. A Vt.:\! " .-- ... "'..,. 'll:o \:1 ~,(., ....- <. I I I I ,kr-~ '. 2'J~4 ~\~r!ll..f> t!~,6PF <..u~ \1) %" "'C" <~16Hi,.'I'.l,,'6r\v'\p.~oN ~..... firl . I .'. ,. ,"'""'" .. , I I I :j.\X'1l'$~N, M e74 zo .. (P'I';.I(P" CONe. WL. V\l14 ~ RDt>'7 ..""'~_''''''.."'I.'.L4It::7'r".'''-' W.' KJ.f;ln.." ,QJ<. ;>,1 """" '~',7, ,'!<O-W.:. ,. '" r.:,.,,~."-.," 7...,>~'-:-1.:. Tc?, .I.~' .l:AM . tJ.l.'~(J().y, '. ~('()G K. ,",0,-1.) H N ~ A ""S- w~s t:'1I...Lb"<ib. __ ""-1 \ ~'2WT ~Al?A4S e:,v-r/;Z. '1 ~ ~ ... C()/V(., ,eLf( t)R/ Ro,l)NI) CO Me... I 0;(.. t . v-r..___.......~I,__...._-...._.....v.v......_......_._...........,~ f 'l \ 41 , .( . .~I--~~:'p...,.~t:,4.~,<.J; .17~O w 4 ;.~~ ~JS.b:'~at~ t-jj--' ~l r---l . .. 4~\)li ___~~..._,. '3 arK /&"/'10tYO, r4 I, wi t.-d-s ~ KJ)j)f) ~.e. ~'..g,""3'~()",.)~O" ec.~t:., PA!> wJ '~~~ 2t>>i eo'1'~ WA't~ ,t.L.kJ~.O{;i~"C.O~, ':f. 0 ilt e A\ll!, 4 5~j)S .~ ~ \) ,. ~ ~"r' ~R.U ~~ il.. \~l\~. <. , w:re.., OfJ;teDV#.4t> C.OL ~gA \~._. RAISED ENTRY DET ArL rJ). ~ ~ ~ ~ ~ ~ < ~ Z ~ 00 ~ ~ ~ O d '.... 00 ..J z~ Ou ~~ ~~ <= ~u .~ ~ ~ ,-< ""'-- 3 \J") .... I,() r,., M ....l ~ ~X Q,.O ~o aOO [-<'1 , ~'1 1) ("'I :>0'- <1;-. ~~ ... 00 5'-" ~ i 0> C'l t"- O' SEAL I.~-".. Date Scale Drawn Job Sheet f2) e Of Sheets 1..1 RW BC .._.~~.......;..'...;.;...-**'- R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P,O. Box 230 Vahico, FL 33594 Phone 813.684.3831 Facsimile 813684,3954 ENGL~EER'S NOTICE OF EVALUATION # PSI-8204F Thenna- Tru Corp. 108 Mutzfeld Road Butler, IN 46721 Phone 219,868.5811 Facsimile 219.868.5190 DESCRIPTION OF UNIT Model Designation: Premium Series Wood Edge Steel Door (Glazed) 'With or 'rVithout Side~lites Maximum Oyerall Nominal Size: up to 8'4 x 8'0 Usable In-3mng Confi~rations: X, OXO, XO, OX, XX & OXXO General Description: The head andjambs are wood measuring 4,5" x 1.25" with an extruded aluminum threshold. The door panels and sidelite ~els, are 1.68" thick and consist of two 24 gauge (min 0.0~2") steel skins for the Premium Series glued :0 wood stiles and rails WIth a urethane core. The glazed door panels and sidelites are routed to receive 1/8" tempered or 112" insulated tempered lip lite inserts mam.Ifllctured by Thenna- Tru. FEC Section 1707 Materials and Assembly Tests: (1707.4.3 Exterior Door Assemblies; 1707.4,5 Mullions Door Assemblies) Test /)es(.notion Uniform Static Air Pressure Reoort No. 210-1917-1 210-2030-1 210-1917.1 210-2030-1 210-1917-1 210-2030-1 210-1917.1 210-2030-1 NA Test Location Date NCTL Orlando, FL May 1, 1997 :--iCTL Orlando, FL May 25, 1995 NCTL - Orlando. FL May 1, 1997 NCTL Orlando, FL MaY25,1998 NCTL - Orlando, FL May I, 1997 NCTL - Orlando, FL May 25. 1998 NCTL - Orlando, FL May 1, 1997 NCTL Orlando, FL Mav 25. 1998 "*Large Missile cling NA NA * Side!ites are considered a window and meet 15% of Positive Design Pressure water infiltration criteria. H This product must De shuttered to meet wiodborne debris criteria. Engineer Barry D. Portnoy, P"E. # 16258 ASTM E330 T AS 202 Forced Entry Barry D. Portnoy, P,E, # 16258 ASTM E331 * Water Penetration Barry D. Portnoy, P,E. # 16258 ASTM E283 Air Infiltration Barry D. Portnoy, P,E. # 16258 T AS 2011203 NA Desil!I1 Pressure Ratings: Configuration Maximum Size Uo To 3'0 x 8'0 Uo To 5'4 x 8'0 Design Pressure Ratings + 45.00 - 45,00 + 45.00 - 45.00 Std Alum Astragal Coastal Alum Astragal + 40.00 - 40.00 + 45.00 - 45,00 + 40,00 - 40,00 + 45.00 - 45.00 Glazed Single Glazed Single with Sidelites x XO, Ox. OXO Glazed Double Glazed Double 'With Sidelites xx OXXO Up To 6'0 )( 8'0 Up To 8'4 x 8'0 Installation and Anchorin2: See reyerse side this page Use 1. Evaluated for use in locations adhering to the Florida Building Code and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings listed above. 2, For Masonry installations where the sub-buck is less than 1-112 inches (FEQ section 1707.4.4 Anchorage Methods and sub-sections 170:.~.4, 1 and 1;.07.4.4.2) same diameter Ta~on type concrete apchors must be substituted an~ength must be such that a rrurumum 1-1/4 engagement of the Tapcon Into the masonry will is obtained. #?- ~ Certification: Florida Professional Engineer - Seal No, 43409 Ap'ri123, 2002 LyndonF, Schmidt 19506 French Lace Drive Lutz, FL 33558 -_._-~~';";":"-=-,,-... . .*....--=~-~-_.....~_.--...._~.:...- Therma- Tru ~ Premium Serles Wood Edge Glazed In-swing Steel Door Maximum Size Up To 8'4 x B'O ~o II. L I n- 8 0lJ.J i ~9 1_ (1)(1) >-::I: -J0 -JLS :3 _ 0' l<J~ \ . II - -6.0" - - 3.0" 6,0" - l- 3.0"'" l- 3Di I I I I i1lrf I I r-::.L- -,1- b <0 I I 1'=1" 11 [' ...}II -' ~ t . o <0 - ,.... 6,0" - - 3.0" 6,0" - I- 3.0P - I- SEE DETAIL '\ "cP \- tE) X When attaching Side lite the above anchoring applies, "D" 1110 X' 2" LG......../---~ PFH WS II-...... (~'t: # " 1110 )( 3/,r LG. r;~ 10)( 1 LG. I PFHWS \ r PFHWS - SEE NOTEtiT,\ SEE NOTE ~ ~ DETAIL "0" Note: When attaching the strike &: deadbolt plates to the strike &: buck use 1/10 )( 2" Lg. PFH WS. When attaching the strike &:. deadbolt plates to the astra901 use #8 )( 2 1/2" Lg. PFH WS. When attaching the strike jamb &: side/ite jamb use 1110 X' 1 3/4" Lg. pm WS. "8~ #10 )( 3/4" LG. PFH WS I I r-i l- 6" DETAIL PcP 6"--1 r- NOTE: All perimeter screws are #8 x 2-1/2# PFH WS. . <0 I SEE ~DETAlL "f:" . ~. . . II ~ F. L I r- . - <0 iii -1 - ,- ~ ~ r ~) 'fl + ~ DJiff.~ . ~ L ' )tel. ~~ X -- "~f!' li) · Lri '" N Lri 1 '~ t3~- _ . i---:lA" DRILL THRU FOR DRILL THRU FOR ~A ,357"~ BOLT DEEP 1'J57"~ BOLT DEEP ENOUGH FOR A 1" ENOUGH FOR A Z" BOLT THROW OLT THROW '\ ~ J \ '; J COASTAL ALUMINUM ASTRAGAL 11 II 8 0llJ 0:9 (1)1/) >-J: ...)0 ~LS ~ o. lJ.J~ ,..... <J::> '- SEE DETAIL "\ "D- \ X CD _Jl.S* "B- -- '- -I I fJ L f r= II I I I -.:1-1 ~~~ i: ~ .3----1 !- 6"-1 ~ ~ -~. ~ ~- SEE DETAIL "r- DETAIL "r" ASTRAGAL THROW BOLTS AT THE THRESHOLD 1 J L,. ALUMINUM ASTRAGAL 24 X 36 PRINTED ON NO. lOQOH CLEARPRINT~ ___ __ _*_ ____.............____ _h_ _ __ ...____.-...-___- --- -.-------------. - ---.-.--- Therma-- Tru3 Construction/Premium Series Wood Edge Out-swing Steel Door Maximum Size Up To 8'4 x 6'8 II . lj6"i I .....- - . II 16"U 1 -- 1 tl" l~rl Ih . o <0 - I- 6,0" - -- J.O" 6,0"-" i- J.O" ~ - 3DI I H I ~ t' 1 . o <0 - -6,0" - f- J,O" $,0"- -- 3,0" f- -- I I ! SEE 0 E; DETAiL\ lJ.J o -c" U ~ ~ I/) - - (I) ~ ({= X ~D ~ B SEE 8" DETAIL '"B-=-- S ~ "D- '-' When attaching Sidelite the above anchoring applies. SEE NOTE~"--D SEE NOTE 1 ~ - DETAil -D" 1110 )( 2" LG. /-~ PFH W'S (" I 'lr ~ 1110 x 3/4" LG. T (;~ /10 x 1- LG. PFH WS \ rL.L..:r / PFH WS - 1110 )( 3/4" LG. PFH WS Note: When attaching the strike &: deodbolt plates to the strike &: buck use #10 x 2P Lg. PfH WS. When attaching the strike &: <1eadbolt plates to the astra9al use 118 )( 2 1/2- Lg. PFH WS, When attaching the strike jomb &: sidelite jamb use /10 x 1 3/4" Lg. PFH WS. -"A" l..-- _ I ~6"~ . <0 I . 1 --i6"~ . . I <0 DETAIL "C~ II . SEE ~ DETAil "E" ..(~. . J 6"- I- .3" - .. --1 i-- I- 6'" ~ -H r- I- 3- t I II' I 1 r. . IS) ~ <>> (2)#8 X 2 1 /2" LG~-, PFH WS (2)#8 X 2 1/2" LG._ \\ prn ws 1\ t=j1 ~~l1 COASTAL ALUMINUM ASTRAGAL ALUMINUM ASTRAGAL DETAIL "f" ATTACH ASTRAGAl THROW BOLT STRIKE PLATE TO FRAl,/E AS SHOWN. D- r-I o I lJ.J I o . ~ ! (I) - r6" --1 '.~ 1 · ~ ~ ") o~~~~ r 1 x t) ~FJ 1 - . T, '" . C"4 <i) oi Ifi C"4 1 "An~ 'E SEE DETAiL ( "DP X D >- -J -J :3 o llJ I I_ i DRILL 'THRU FOR DRILL THRU PaR (2) \: .3S7"~ BOLT DEEP ~357"~ BOLTS DEEP ENOUGH PaR A 1" ENOUGH FOR A 2" BOLT THROW BOLT THROW \ ~ ~ ,\ I/~ ,..... r.o '-.J "8'=--- _ne" '1 I . ~8P .. L6" ALUMINUM ASTRAGAL COASTAL ALUMINUM ASTRAGAL F- DUAIL "F" ASTRAGAL THROW BOLTS AT THE THRESHOLD Therma- Tru3 Premiu~ Serles Wood Edge Opaque Out-swing Steel Door M~/mum Size Up To 8'4 x 8'0 ' . LI, . I . ~ - I-- 6,0. - 1-+ 3.0" 6.0" -... .. 3.0" f- - - I- 0,0" - ~I- 3.0. 6.0"- - 3,0" ~ .. 3.0"1t I L . 1 I I \I I T--= 1'-- -' L.- '0 <0 I I 1'=1" 1 1 rn I 1 1111 Jl)L -~ t . o <0 o lJ.J UllJ ~9 (1)(1) >-J: -It) ~L5 ~ o. lJ.J~ --. ~ SEE DETAIL '\ "c. \- tE) x - When attaching Sidelite the above anchoring applies. 1110 x z" LG. /'-~ PFli WS ( ~ 'C~ 1110 x 3/4" LG._JI10)( 1P LG. PFH ws Yu....:T PFH ws I _ 1110 x 3/4" LG. PFH WS R SEE _ DETAiL "0" "B '=-- SEE NOTE~./ - (~ SEE NOTE~~ ........- DETAiL "0" f-- "A" JIDM.X I r-i f.:- 6. NOTE: All perimeter screws are #8 x 2-1/2" PFH WS. 0" --i l- . I SEE ~ DETAIL "E" ..eL-. . J . <0 I . . II. <0 L . -- <0 .0 -1 .1- .~~ r SEE ~) I:!l + 'La DETt,;;~ ~ X . - "fl + . t '" . iii 111 C"4 L() .~ l"A~_ DETAiL "F;." ATTACH ASTRAGAL TI-lROW BOLT STRIKE PlATE TO FRAME AS SHOWN. DRILL THRU FOR DRILL THRU FOR (2) \;.357"1 BOLT DEEP ~357~~ BOLTS DEEP ENOUGH FOR A ! - ENOUGH FOR A 2" BOLT THROW BOLT THROW I \ I, ~ 1\, ~ ALUMINUI.4 ASTRAGAL 11 II 1/2" LG.--.. PFH ws 1\ fr:n "4 CJ L COASTAL ALUMINUM ASTRAGAL - ALUMINUM ASTRAGAL ~EE () DE:TAlL~ "D" ..........-"s.. "B~ '-- -I I r' f ;" -J L I l II I ~-l .. I- 3" f ---1 - >- 0" J"- 1-0 0"- I- O-~ ~ SEE DETAiL pr- , +--"B" '" J L.- COASTAL ALUMINUM ASTRAGAL DETAil "F" ASTRAGAL THROW BOLTS AT THE THRESHOLD \ II . L-i6"i 1 n- .- a 1- SEE - U Lu II DETAiJ~ ~Q "c" i~ (I~-;. X ; ) ~ P; SEE <O'~ DETAiL "B~ '- I ~o~~ . (j) II . i"1 nJ G1 I 04.l 1_ ~9 I (fjl/), r- >-J: I ~~ :::l ~o.: ......~ co '-.J -"B"., ! . o [ ~D- -PAP I -jo"r=t . <0 - SEE ;~() I - If I b -i ;.0 I- 3" ~ r - >- 6" f 3"'-:" - 0"- l- REVISIONS BY .' .~.. ___ ___ ~_ "_ _A~ . -~ .-- ._r _ Therma- Tru 3 Construction/Premium Series Wood Edge-'-n-swing Steel Door Maximum Size Up To 8'4 x 6'8 . 4 16"U 1 T SEE ~DETAIL "E" . .eL-. . ~ 0" - I-- 3"- - -i ... I- 0" ~ 11 r- 1-3P ~ 1 ~~" - -6.0" - :- J.OP .. .. - - 0,0. - I- 3,0" 6,0" - I- 3,0" - f+ t!J~~~.". Q~. ..~ ~ rr:... \. '... CAl..'T. _'t::'U) ~.. ~\llA- ~ tJ I~"" o.a. \ ~ Uf'\. GTU::;'> 10 COtJi;, 1/ ....M'60~ t S"'.I o"'~<G U6~ - ~UD "i'~~b) . 6.0"- 3,0" f- 3Di 1 I I~ ~ I I -r-= "- - -J Il . o <0 ~r- f..J011IlIl ~ t- ~... Ol"l.)::) rt... ~~~ VM"~ ~ lGo ~.. ~tN<a 't . ~..-+ c:ct..G If.. ~~ ~ i-Ttt.'M' ~'~;,ce.~--'- ~ ~~ ~ IS. \'Ml...,..' Ql>I. ~i.. ~ ,;,ylrreM ~'( ~Gt~=~ · 10<""):,>> \Io...-.'tI ~ -.Ji't ) ~ A"'~ J J ;l W J ~,...? ,. er' H,r! t"';l A...u:: . ) ~ 9~. d .-+....0 u.~ .. ~..:...:..::. ~-J.., .....:. 0 .. -t:; MA tN J&~ '"': ~~l''''' . 0 .' " · , ,....:.....L · .!. :. 0' M' ~l ~..'._...: ~ <0 . , W"". u .... - -* --:--~"...,.. ~ ........... ~ ~ ...., ~~JC ~ L(' ~- a- Mo!Y"G. 1! ,'..All . \....~ ~e . ~ ~ Ncrr~. ~I! _~ -n:> '....0" '-#./l.Pt6 \NJ4l!!!~e ~ A~ 1& NoN-&8LA-J""lto.JG 1~~ '1tI'h I I L I A b ~ When attaching Sidelite the above anchoring applies, ~n..J.~ ~!. 1l1-1~. ~ ~ .t 1110 )( 2- LG. /--~ , PFH WS 1""-. ~ I 1110)( 3/4-" LG. (-tv #to x ,. LG. PFH WS \ ~ / PFH WS '--I 1110 x 3/4~ LG. PFH WS SEE NOTE ';<: _ SEE NOTE ~ ~ ,- DETAiL "0" - . 16" ~ oi -1. . 'FJ1 Note: When attaching the strike & deodbolt plates to the strike &: buck use #10 )( 2" Lg. PFH WS, I When attaching the strike &: ! deodbolt plotes to the ostragol use #8 x 2 1/2" Lg. PFH WS. When attaching the strike jamb &: side/ite jamb use #10 )( ! 3/4" (2)#8 X 2 1/2" LG. Lg. PFH WS. PFH WS'" 1\ (2)#8 X 2 1/2" LG:...., \ \ PFH WS l\ b 1-f rr::n...; L CJ L ALUMiNUM ASTRAGAL ALUMI~3~~1~RAGAL DETAIL "En ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. "l~ DETAIL "C" GA~GE / HOUSE BEARING \.VALL DETAIL r SEE DETAIL. ~ "CP X : D . li) . I"- '" ") ~ 0) 01 ") . 'fl1 L. T .8~ ;., . N '" oi iii ('.j 1 "A-- l~ PB- I.Mi ~6" DRILL THRU FOR DRill THRU FOR V .J57"~ BOLT DEEP 1'357"~ BOLT DEEP ENOUGH FOR A 1" ENOUGH FOR A 2" BOLT THROW OLT THROW . ~,I\~j \\i o ltl \)}~ ALUMiNUI.4 ASTRAGAL COASTAL ALUMINUM ASTRAGAL DETAiL "F" ASTRAGAl THROW BOLTS AT THE THRE.$.tI.oW -- ~0-, ! '- SEE DETAiL "F" CODE No. 12 13 14 IS 1~ 22 23 24 2& 2~ 32 33 34 3& ,%> 1/2,,32 112-33 1/2 - 34 In-3S 112-3~ (2) 22 - 2~ (3) 22 - 2~ (2) 32 - 3~ (3) 32 " 3~ ~._._.f.. ~UMINUM 5INC1~~ HUNCi W1NtlOW 51Z~5 WINDOW &IZE Wx~ 6LOCK ROua~ UJx~ FRAME ROua~ Wx~ . (2)118 X 2 1t~ ~ -1(2)#8 X 2 1t~ ~~ ~ R do. BOp UllJ ~9 (1)1/) COASTAL >- J: ALUMINUM ASTRAGAL ALUMINUM ASTRAGAL ~ ~ DETAiL -E" go: ATTACH ASTRAGAL THROW BOLT UJ ~ STRIKE P!ATE TO FRAME CD' AS SHOWN. '- 1~,,1/8 X 2~ 1~.1J8 X 38,,3/8 1~-1/8 X &~-5/8 1<3-1/8 X ~3 \~-1/8 X 1~-3/4 2~ x2~ 2~ X 38.3/8 2~ X 5"-&/8 2~ x~.3 2~ X 1~-3/4 1~-3/8 X 2~"3/8 1~-3/8 X 38,,5/8 1~-3/8 X 51 1<3-.3/8 X ~.3-3/8 1~-.3/8 X 11-118 ~ ~ o f!J ~b ~~ ,~ ~~ ~U \~ ~ 31 )(2~ 31 x38,,3/8 31 )( S~-5/8 31 )(~3 31 )(1~-3/4 31-314 )( 2~ 31-3/4 X 38,,3/8 31-3/4 X 5~-&/8 31-3/4 X ~3 31,,3/4 X 1~-3/4 31-1/4 X 2~,,3/8 31-114 X 38-S/8 31-1/4 X 51 31-1/4 X ~3-3/8 ,1-1/4 X 11-1/8 53-118 X 2~ 5.3-1/8 X 38,,3/8 5.3-1/8 X &~-S/8 5.3-118 X ~3 53-1/8 X '~".3/4 54 x2~ 54 X 38-.3/8 54 X Se-&/8 &4 X ~3 54 X 1~-3/4 53-3/8 x2~-3/8 &3-3/8 x.38-5/8 5.3-.318 x&1 53-.3/8 )(~3-3/8 &3-3/8 x11-1/8 2~-1/2 X 2~ 2~,,112 X 38-318 26-1/2 X 5~-&18 2~,,112 X ~3 2~-lJ2 X 1~-3/4 21-1/4 X 2~ 21-1/4 )( .38-3/8 21-1/4 X ~-&/8 21-1/4 X ~.3 21-1/4 X 1~-3/4 2~-3/4 x2~-3/8 2~-3/4 x38-&/8 2~-.3/4 x51 2~ -.3/4 x~.3 -.3/8 2~-3/4 x11-1/8 14 X eTO. HT. 111 X &TD. HT. 14-314 X &TO, HT. 111-3/4 X eTD. HT, 14-1/4 X &TD. HT. 111-1/4 )( &TD. HT. !~~-1!4 X eTD. HT. 15<3-.3/8 )( eTO. HT. len X &TD. HT. I~~ X eTO. HT. 1~~-1!2 X &TD. HT. 15~-&/8 X &TO. HT. SEAL Date Scare Drawn Job Sheet .b 't"l ("'i t... ~ ::j$ Q :.:J t,f'j ",,,, '~ r"'j t..., ,.J iZ. as .~ ~ ~M U ('!"', ~'7' ..e::-..." ~~ .;::1 oe as '"",' ~ Z o -C'1 '~ " 9 Of Sheets " "-~--- "---" ' I I '~:-~ REVISIONS BY f Z .-------- -. --1 __ __ , __ _3.1:4 " -r= n~---- 11-- -- .--- I (.t) -~-- - -- -- - . -~--,,;? '-0 '~--- ----~~ -- 1---'--- ___.L D_","_' --- - ,--~ ---- .. -- ---- .. ._--.. ---- "- --,\ -- - -- -- P ~,?"" ;:.,o-ST -"!'~_T~.b" - -'I>-l-~~'r-'- ,~ "- rt !Z.OI,JN.::. C-()I"U... C,()l.. I'll', 0 iY) -'>J I z." ., <a"i>~ F,,,"" w 16~' /' _" " '. ,.::" 24 'I,' r;j J~W ---t--"--- r- .f.' (f,'); I C!\ ......~ , _ ~.v. ; l:::/ i I Y)"4 ..\ i G. '. Z ' 4 0 ' h V;~ ! Q r---- ---1 -i ~ : o ~ObB> jc.;,D . ~/ I tm-n----nTI'-;-' "'''' \\ i -1 :ii'\."'illV '_ 'V--i .....1 i / //// /' ,// "'-. ______m__~ ~------- iil ,i , .- ,,- ---.".." -"-..'. I ;::;::c",.::::::,::d. i I- i i--il ! 'f~::--:"': II ,I Ii Ii Ii II II II I ,L_________c_. _~..........._..,,_.~___N" l-r" .-~:-~~'~~=..:::::.-=..:~:~~l :: I i! II 'i ,I Ir::::::::':'::::'~:;~:: i ) f I:, II I II ! Ii I t=":.::.::.::::::::.~:::::ti , , , ~ -..-.- -_._~-~.,~_._._.. ! i :-- '::-.4. ':4_~.~==-::-7 - ,? fV I I 1'-1 \ 2. '- e/ r I r: '.. tfin;~~.'1tt r celli!, \11 \ ll.l iili\icl!t= II ,I [--]'1 I~\) : i I ! I I ,r--i ,II I ~! I ,I 010 .J II I , I 010 ' ~ ,k. \,'t..~6'r-~ _, _ __, _ _ u :-I--~=-rC~ ---- "i~r'---~ll-~1-0;~- . Jj ",: 11 I i I I I I ~ I i ~J__...__ I I I I --~- -- ~i ~ <) , I ~~1~?1::Gg,.._~Eb,-~\"~ -~~~EE.8~.fL{~! A_TtP}l _ " -- .. oJ r:4 U:.. " i) 4 :," \. ? c' I i i _ \ I ., i :; """'\ 3'- Ii L _ 3,'..(/ * I ~ - I \ I (L\ I f\tr--rl---~-------- ~.~ 0 r: t: ~_ ~ ~ ---~:: ~ ~~. ,; : II 08 ~ 1 I .. ~ ' I ~~. \ 6\,-"'\"'77 .. : - . - ,I'. ,(\~.l I , . --- '\JV -.::-t--=-- e--- -:---::: IY 1\ , --I::,...? .1 r. \~ V '14~ \1 \-vi ~i1.6-{J ~I . ~ 0 k1~if'? In' . ,. ---" i"" 'l_ I, \ I _-.--J " '- --,./ -, ::=- [><J~ ,~ \ - / ,0':;: I aU 00" M ~~ " ] -,- ----,ll -1 ~ ~~' 11- ~_~~]T-~-~~--l-:, ~ _____J ___-v I~J.~,~- 1-_'_1l"l ~ ___?..::a'l__ - -- - -- - - _u __d__ -" 'I JJ ~ 1"" )':: i =~'t'UD~_=~ '2! ~\ v _=- 2- " 1,"':&.9 3 -- f?At':'5.l~'1__~aLt-ll " /~ / ", /' -', /, / // () " , I 'f) , .~ "x ::/"- ~~ // ~- / --........ ----- ~~ ~, '~ " ~) .Ji~ " 1': ./ ...} : / / ....;~"'- . " .... ~,'''''- ~-- ~->" r ,- I r ---II ictTl, I"~ r~=-~rl - ! 'i,-H,'li "--~lllrl' =--=l- I=-ftl :~,t-_c-j~ l~f,..~,4i, 'I II': ill I ~- " - --. ~=-~_ ! lttt. ~!~, i Ib~~!:L I I'! ~ IC---------=-_.'==,~_=~===- J-=~~_1_,-=--~~~--=--Ln--~=~~-~ci! l . ... --'---- - .... ~~--vNT E:'LE~a:.LJD~-= --- - ... - 6 ~ ~ " -~ \;41\;["- 0" ~i " // I l '''. I [err ~O ,/ ./ / .1/// ,., I -?i ~! r:L I'i) e~ ~ = -"-:-:-=-=-:::-:=--====::=.=-=""----"--~. ..-,..,~L1:..--llN~ -___, ~ ,'[J r') \~ , \ ,0 j ~ ... o I .... I 'I I ~ I I I I }~' I \,~ J:!~ @ ~rl)l~ ~~ Jl ~Il~ . 0z ~ I~\' =~ ?~-iLI'l 'tl ~ ~~) I I ~ ,'ti- . I,' I ~I I ..'{)I' ---- z"x lo." ~____ u___ ~I" ' ----.'[::] . O~ , I~~~,. qi, ~ 1 ~ }- t I '" ~~- /I r~ I. - l jrL~'l'~1 I.~ '11 \5/::' G - - -- ~- - - ~ ~,;;.. V I, ,.I--c. ?o,~ tV"-1 ,~ j!rN ,... ~. V' 1 -- '.... ~ bE.7rL .., '.' ,- 1'1' 1" II ,'.\" '~ . ~ .~ ~, ,\ I ~. ~ ?~~'CA ;-r-~:: ..? '-~,~~~=::?"" '~: ~ \~ ~ ! I i , j - 'M --::.---:::::.".___+,____________.~ I i t! '/ i 5~ . ,~ , '--" , \- \. \. I,' ,t=' __ ~D~1,~1_ .,$.,-. ~ ... f\. -/ I)-e/' \) .? 52 -- . --- -_.--"."_.--~--l ~~ \\'-c>" [- ._---.__._--~ - -................... ----- '-'....~. ~." "'-~~ Ijy\~c ?,1J ~ .. ~-c .. ;_ ~? ,~ \'2. L 'Y ~ E. 'i E'!<J \ / ~ "- " "0 I ~ C' - ~- - -', Q' ~~.~.. I , j I J 11 I ......I.~ I"." I I '"" I . IL~(<'-l<"'Z. r.. .~)-l"'1~-. - :'L.- 0- -' ~ ~ . ~-- , It I )'J ~~ l.~ ~ _' PI/3EfZ. 6\-~.s? I t:~~ -.-_. ,-"- - - 'j I A\c.. I 1- __ _ _ -' -- ------- ~----"-"---=~===-======--- ,"---f --.--1 - 'j I I ._,. r ;=f=f T 8 B r--- ! r--'- - - -I I \>l)L.(.. Do'",;,,-, i L 6'!a.\'\?~_1 V') ..... 1.0 M M ....:l ~ ~o ~~ f-l/( , M UM ;>0-, <.-. ('IjM '.... ..... !::::oo l~ z o ('.l r--- 0-, i. : : ' , ~ ~ ~ ~ o ~ 00 ....:l Z~ Ou ~~ ~~ <l-\ ~= ~U ~~ ~< I r _1 " :rrj Q , , 0\: ....., ~7 ~ !~ g b. '2.6S;~E. t " :..L==-~:::::.:--=_____=._, --, I LEc~r -;51 JJE E~li:. ~/!:- T{P!\./-.___ ..,. .. tl ,I 'o~) , ,;;)CAL.~~ 4 'Z I ~ - '- - - '"- - - -, - - -- r----- I I I I , I I I - -. --- I --t _ ~+' -_:.._-- // /,/ .// Ii I" I. I " J~ 1_ ~,,> ~IY ,.,'), ?@ ,/ . !I! .- --'\ I I l- I" ! ' , I ~t.IJ-J-IJ i -~-l-L ,~I /,~ ~ ~. ~ I I f.'1) 2j- ~w..........< " -l------------- __L? - 4._..._____,__ ~}-------,-------,-----"--.------_.. -- ". ~ "~ ", ~. ~..., -;::;==;l,..-,..-"'-..-~,-,-~-- r--- =*= IIJ'"'-10 I '-~7i // // @> //./ // .... ,/ ~ ----p ------------- --r---" ~ ... ~ i'\ ~ ,~ -<- I~~ :::;.. -.~ ~==~_:~ - I , 1.- '-0" ;".:::..tL___ _____ "'_____ __ _ I~'-o" .,/' " ,// ./ -",/" ----..---.---... :, S' D I ___ ~U____ _ __ __ ,_ _c-_'.. --....I'- _._ ____ 37 '-4 ___~().:,9...".". ,._"._________" __________....""__ .__"_, t-- l- r i I i I i I i "--" - .--."-----...-..-J -LJ B rJr I I II I, [J 1 r=1 , I I I I I fF --:-::~: :::-;;;."c:: .-. " : I! ,(i il : Ii i Ii i II Ii I I I '. I I ~----j '-----.-------' --.... .- .----..-.-tf~~{~,::-:I?'_=~.L\L=,: _: -_.-..'-'- <S CAl..e: 1\ 4 ".. \ '''{)'' Y:irl..ft)'Jd'2() ~l,--r~'It{~ /tl It. 0~+U j1h.- 1I1/U-D (efT "'~ "{71 ()..~ S f)1,," 1) 0 C l ) cI.J 611.-) \-\. JCJ /2 h ~ ff"tL bU/ 'f \~st> 331 -;" U? 7.. obo tJ 1// ;..i. 4- G. 4-.... Q.A~ ,:;, eNTJ<-'1 GAt-.<"A.1 r-OT.<>-.L SEAL II 5)0 ~"\'\JCCD Date ~$S\()!~&~i{f:~T\ yS...,J ' e=ew': €!'"'iZI~e:i~~,/ 2~RE~3 Scale , J ~--_._._.."_......_"- -"" .--., - ...-.--.----,------ -- -----, --- \J'J l ,'~ D {) vv Drawn .. /~L~tL-j _fL_12-E ELEVN}QU... ----.---.-- -- ---- ~ ,::.ALE.; I J 4'1:,-e (-0 u Job I~~+-++.tt-\ I .l.::.J.Jl1J.lJ..J..LL..;!, Sheet Of Sheets 24 X 30 PRlI~TfD ON NO. 1000H CUARPRINTo II r-.'-...,-._' v L~ ...--3_l Mf'bO~\ l--\''C\ A 2." ,,_,_<~\r:,~rL 0LA::>S S~/hj/.;U~5. ON 1-I..A'1~t<. 151b ~G:'L.T 0 h.l 'l'l."o>~ () N ~,lJ &r I--JF.: !;'~t;t> .... (:Hcop Ir.J~E:'S e.!A <ft), c.., '..,R ~ \ 9 INS UL.A)"" t"bN t-t I " I $1 ,( i Q)I I ! I -k----.--- I I AL U 1Y1, D~ \ P .---,.",." 'M"'"'"" ..""' .. """ /, \! to Celt-IN 4 ~~~ /'/ A.L.LJ~' ~...,~I"Y'/? , . /.' LINT'S i.- ~I..I<, \H.II....~ Co 0.....1 T ~ f2,.Oj) P \'_ L. E.$. \N l c.", ;40 U ,.. '(~ "-,1'1 e;. \> po;. t.. iJ M ~ d F FI r - 11.. . '- ~r>r-.....^""'"" '...'.TE"? W/'5- r:?()l) '- . .~;:; fJ~~ TlrlN .'f- 1'- ~_._nELI,.,J,';~.J2 _ V'l/41~.t,JJ .,... .5 t ~6J....EBu~:-,),Q. iJ:-!..l N QQI.N ~, ~ ,~ I r-- I , ,p '0 ,9 r:q ,._......-..~. p;2,~ C/:>.Si' St LL. - . ~. ;VIA .e1?:lL..(E :STOOL 'l!f/ ? ;r;G4- c"...---------""--- " a/' <{ , ,,- 17 vq,..JftlCQ/.ciC-, P,;;U<<-.... \4e.~'\;)'E:\2.. ~ K ----.--.' . " " ...---_... i3 ;<1& w/'-I T C?7/../c.. F~T, __-------- jf-j I 2. - ~? C.o~-..!T ROO? . !-=~~!:!" ~~~- '}. 'I IV \j:I -=::.__.~!iJ..~..~...,'_..~~0!1~~..==~__-=~~~.",__,_=,,=-- ~ <:;A,.(..~ : -' (4 '~\ '-~ 'f , "'. ~ ' z,; 7. frO < 11- -r~~~-~_--___:=_~~ - _ ~ ~_- If /B1 _____.. I ~' -.-.-.-,.--...--- -===\ - . __~ -=-=--=--1-----=--=-==_ -~-=-===-~--~_===_:--. -=:-=:=-:.-=-=~~ _ ---_ _ i ""--- e:~Ne:~(lEt) wDee> ~~.:Le 2.A'b.c , I I , I \1J1 , I ^" \j! I I I I I f I I I I L___ ~j~ .......--.----- i l.,t\'10\J\ -rQ K t\SF S:R-I=:~(.E:. O;-...IL'4 . - ...--,-------- -----'~--------.,-t ....." ""'d"__'___'__ -"-"------";---1 -"_." '---'---J I ------"-----"-, ,-.-,--".-...,"'~- I I _ ___________ _ .. _______ ~ L --------- - ~ . ----,-----,--,,- ~ J~ _______._1!Ld____ .--.---llt- _.__.___, IIZU ~6 t-A'100T d__ _w ..--; c:;".,;....e-.,..iT~ '\, \':':: 0' -,. ,~ 'r.. ~. X 35 PRINTED ON NO.1000H ClEARPAINT. - -,..--... -.. ~ 1'- .. " r -------- --_..-- ._--_._.~._--_..-----_.,-------........-------- .-----j r----I. r - I I: I I I I I _be ,,~{.~ ~l ,~o --;;: ""-"-L_ __~_r=--=--=-=~-=- --==r--- ------ --- - +-~ ,4 f - -"1 -- ,t\) \ , I ^:. " ~'..d''''3':..c,'xt~..{<10NC- {='fo.,D .,) I '.....~- \ lo! 0.. I vy ~ 5- ~o I)~ 1.i01'..1 ,^,I-\~) '> /1- =~:::_-_ - - _ -- _ _ _ __I I :.. " / . ~ ---..,.,-,-- "'ij--T--. - ,. ------- ._- -- .. "'- '- -.. -, -_._~-- : //)f - - .- -- i - ~'-cj-.. - ~k.1~;~ 'j -I 'I}' '<" if/ ,- I I ~ l'=------~=-=-..::-=.-=~.--= --~-'Y'1- ~f:. - --,~~~ -:..-=-:=--~~"..:.-:- ':,:.:--:.... 110/ _: N i :'?I ?-'P'~~u-~J-=-D:::uJi,.\r~-~~~~--~ -~ : ~ I "T- ~I I I ! ,,' '" I I I I ,I ,?j I I! \ ! <nl : ,111:-t :1 I ~-- I II ,~I j j ,~! :. L~t--_---6~~---~~ ~ I ,In I II "t- f I ~ 1 I I I I f, i Ii I_.~ ~ II ' i :.- : 1 '\0 ! I I ~I i II : :ni I 1M +--~ I I : I I i ~J I ~. I I I II I ' riA -r----\.- I I _ i I t'-I I I~! I Iltt L-J i' II i I : ~ I I '~ I I I I' M I I I { o " \9. I I i I I; : "~I I I !tl I i ! I <j"i:!,~;VC, ?LA.1O t;..J,)(.,~(,{()IIt; Wv.....U....1 en?. t='//3E.r<'c'I\E;:SI'\ '();,J uK/VI/IE T.e€ATEO CDMe'Ac..T~D (C'i5'7"V SOiL I I I I I >i----- ----' -~ III , I- O! " i 10 ' j ~\SLF\_ro_,,- EUO,<, iOo~" \ 'b,1 fr{lp-V ~ 6r ,(6~it1) I I i x--_,___. I }t I fv\ ll"~ 1 \l..L. '01"- '1 L."'\):\'(.~ ~ i i\i -. i ~' I wU I +--- I I , :~I \.11 I (~ -r- / / ,/ ..-.--t-..--.---'-'--.---- ..,_. .... I I I f j -J 'r- I 41 ' ,\ I I! C\I . ~ I I; I I -=7r--~~:= ~ w , 11J I ! .~-,-_._-- I ~ I -, I ~I (Utlr---~ ; J l~ I i I-~ ",I I .?! ~1 i ---I , ,. ________. tl-:A__..__.__ . .--____._' y I I I , 1 I I I I ' ~ , I I I (J) I I :1~1 I '( I I,\} , I I I I I I -1'- 'I 'J I ill I II - j " I I I ,),1 : -~ i ~III -<t-39;" . ---- _; \ ~' I I I I I I I I ! a i- ~-- I" I \' i I I _~ ~i I " I : \j ~ I I I i . t. _ _.__ I __. .., __. II! I I " :I' i:i.~. . >t -- -. _. -. - -~-- -r -- I ~:1-:~.~ . -~-~_-:-:- - I.-_:_~ - ~~-_ - ~c~r~~: I .~ '_d__ ...u..:?~:o ' _'''''__..__ ,\ 1ft IJ , I I l'\. , ~~~ll~' ,- ~~ I 1---_ ..1-.. ~ ,? \) )', ,I I ~-4... (' .._ 1 .~:...~ " ;, \ l! (2 -:4.,.. r , ,. 5~Oj< ____.___"._ I z '-4_~..__. 3>i-41. '-"-_._--"-----'1' j:"'C){jA-( DAij vi'\) PLA ~\ .'" ..". .. ..." .;; ;'~7::--:~/~~"~-:~ ;' I~::c.~"-=.~-:=::;:-.:::":=--:--'C:::"::::"=-.:.-=:::::";;":;::-- I I -'1' ! I \' 'J ,,-, \) \j '11 \y REVISIONS BY ~ ~ ~ ~ ::t:i:: O U ..... 00 ~ Z~ Ou ~~ ~~ <~ ~= ~~ ~< .,.a- .5=>- ~ ~ SEAL Date Scale Drawn Job Sheet Vl ..- 'D r"l r"l ~ ~ ~o 0..0 ~OO r--~ , r"l ~r"l ;>0'1 ~..- ~r"l '.... .- i:::OO ~"--'" E ~ i o N t'- 0'1 Of Sheets II :: '-l 3 ""IIR, ~ P(j)M blN<S. /"-T;; ( , u q 2.. VI,< ?\A~ ? l erf P,J5E~e... , ~, \~~tffiLHES~.._b.~~ ~" ~. ~ ~ ~-j-18ER-~-~l ?IV'\ ,.. 'roE \ f> .:> A tN.E... L.. " ,/YfA/ .", ,It"" \ l.:,,~6r~~1'NJ.J::A6..~ &~~.,gj:~~!LTo~ $f>..?A4e . WAI,-.L ~. .' C ~~,,,!J.J_r;?T .~L.{lA~ 5JSR:~ ..L\,,L ~ Qo't~~: --- e 24 X 3S PRINTED ON NO, 1000H CLEAAPRiNTe _IQCAf? . G"'iE:Crj2.L{.,tSl~_.:_~\ ~ t \Z N75 --~,~ ~'~ Z L\',t..TR . We... .'r".'..//./ ~/ tY~ b40W2~ 4 J T0 P.:> ~:, '"'-.. ""- "- ~..... -.. ---~- /' "-.. '. ......, '~ ) '. ,;;P\P ,. h~ I . ~/[ ]li~ 010 ~~. ;0 '16 I I II 010 ( ;:n ~~ .~- I . ~v---, I ' -----~ 1 e : ."0. " , -..... . "" n ~...,;~ ". €F ~ '\ ~_'...,.. ~. ,_ u ,<fu ,/ ~. (), \ \ I ^~\ @ .~ " I ~ ,\~~' ~v qp, REVISIONS BY r -Q." ,/- , . ~~ c"Q:??E~_~.~-O\'J I::> ~~~ ~--....... II. / " '...,....",Ik ".W :€) .'0- \ \ ~(?( I / / \ ~,' ,.e> "-- - @ // /~~/ . qj) ; , "" -- "-" II /',lft~~~~ ~~@ nW '~ €r \' ~'c> =€) ~ \ _ <It> ' I ' ,', -- . . ... ,. \ \ L, - .~"-' .' y S': ., - ~~~ ,,'\: /t5~ ' \. e .:,~. ,IT~q~ " : . ,<tl> ' , 'I ,@ -~ ,9' ? ---- , .$ :< ,I " \ It . -0 \ \ \ \ ___ ~-.c!' ft fe/ 'rg '. ,..,...-' \ r--'-l,---\ ,- - - - -/ I 11 I I A\~ I :~~l!~j.~~ ~ 1_._- _-' ......... \ \ \.. \ \ ~ ~ ~ ~ =Ii:: o 0 '.... 00 ~ z~ Ou ~~ ~~ <~ ~= ~~ ~< r::- - - -, I '?t)L.(. g,o'N f."l I L~'~~_I (.II. ( .~ ~j,) "-.... - ..2..0 ~ ~ ~ ,';::"1- I I r---- - - --- - --- ---- -----'- , I I : r I I \ I \ I , ; II ~ e ..-- - ---- ----- - - - ,~__.__.f..L[fT rei CAL . pLA ~\ -~ EAL Date , Scale Drawn Job Sheet VI ..... '0 M M ....l CI... d' 0..0 ~~ f--<, . M ~C"') >0\ <t:,-., ~C"') '... ..... C:OQ ]'-' i o N ..... 0\ , Of Sheets