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HomeMy WebLinkAbout94-4395 BUILDING PERMIT CITY OF ZEPHYRHILLS Permit NC! (813) 788-6611 439513 Date .II; -/7-7'1 ~ ELECTRICAL PLUMBING MECHANICAL Sewer Conn Water Conn: ::~:~:,~:~e6{)lIl:f-. 1~td-. Parcel I. D. # :l - .;;l b - ()./ - t1J / {, 0 - CJ () I 0 0 - 0 0 S- I Zoning: Energy Code: Radon Gas: /, f- 0 Description of Work ~/l./~A/l .M.J7./YY1 Water Meter: T.I.F.'s: NO OCCUPANCY BEFORE C.O. Complete Plans. Specifications and Fee Must Accompany Application. C.O. All work shall be performed in accordarce with City Codes and Ordinances. / j!/ 10 -' 13 -' FINAL DATE DATE Inspector Permit Fee ~ Signature~W~ Company Address Telephone# Valuation or Contract Price J..... R' 1J7J. trD .- City License Registration # 6l f-7 State Certified License# EJ~ (J.t;~~<L~ BUILDING ELECTRICAL PLUMBING MECHANICAL Breakers Ducts Insl. Compressor Final Ftr. Pre SLB / / - /O;Q'f {;~ Lintel FRM. Insul. CL WL Tp. Servo Rough In Meter Can Const. Pole Pool Pre-Meter Final SLB Tub Set Water Sewer Final Driveway REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons. a charge of Fifteen and 00/100 Dollars ($15.00) shall be made for each trip for each trade: a. Wrong Address b. Condemned work resulting from faulty construction. c. Repairs or corrections not made when inspection called. d. Work not ready for inspection when called. e. Permit not posted on job site. f. Plans not at job site. g. Work not accessible. The payment of inspection fees shall be made before any further permits will be issued to the person owning same. OWNER -m~iT~ OF ~~RHILLS BUIWI~ DBPARTHKrrl JOB LOCATION & ~. \JjJl1 Sf, PARCEL I. D. # SHON ALL EXISTING & PROPOSED STRUCTURES GIVING DIMENSIONS & SBTBACKS. (NOTE EXAMPLES 1 << 2) 1. SETBACKS FOR R1, R2 ZONING 60' 10' P E R X 0 I 10' P S 10' 0 T 1 0' S I E N D G 20' !'R~ PROPERTY LIRE ALLEYWAY ACCESS FOR GARAGE OR CARPORT - 15 FOOT SETBACK REQUIRED. UTILITY BUILDINGS MUST SHOW SIZE << FOUNDATION INFOR- MATION. }-- /5'-1 1\ I I I;;J I , ;1- I t 10," -_ ;p t ( Ey rs'h't1j 6 u'e 'e.r1 Roo J-1 \ \ I ~ :'\0 S \ . J)~ Ief V !l"b .-~ ~ ~~ Ltt\J FRO r, yO LINE 2. SETBACKS FOR R3 ZONING 60' 10' 10' EXISTING 10' 1 0' PROPOSED 20'SGL FAM 30 'DUPLEX mORT PROPERTY LDfB OCT-13-'94 THU f0:11 ID: TEL NO: h318 P01 APPLICATIOll POl PIIKIT C1ft OP ZBPIIIIIII1LtS BUlU)llC DRAITIIIIT /~-/~-9Y 7',''IoA-ll "'S , _,.~c,~~\~~_.~ ONIID'. ~ Jot LIQAL DIICaU'I'IDII a LO'l'(8) , ". . BLOCIt.---8UIDIVlSIOI PMC:IL I.D.' . , -108t61. ..... ~ ~ ~l WOU noJOIIDa~.. COMtructloo --JdditiOll -Jl,tel'atiOll "'-1.1:.- y....ta11 ___i_ l'IOlOAD USlh ~1. rally _eo.erclal --JIOve ~li.b -J/r _' of Uniu ---IlIB _lDduat. ____'d.-. Pool -Otlwr . JlHtau.raat " Health DepartMat Approval DISCUPll- OF". Sc\{'~ e h RooVV) .uu.DIIIG SID. /;) / :I. 1&", lC);l.. Squar. Feet. 90" BeiPt DSlDBl'flALc urACB (2) rLOT PLAIa . (2) SITS or BUILDDIG PLU8 . (1) sa 1lllGl1'OIIIS. QOIIIIIlGlAL I AftACII (3) SITS 0' IU1LDlIfG 'LAMS , (1) sa DIIlGY FOIIII. IIOJIID1' SuavII UQVlJtID PO. AU. .. Wlllmue::nOI. ~1IG . . cO ()oC'O -- PDMlTS RRQlVRD J J ValuaU.OIl of Total ooutruetioa m,JI!IUCAL MP service Plorida PoMerCorp. w.a,l.c. -IIJDIAID......I. *n 1 11 Valuatiao of Kec:b8oical1Mt&l1atiOD ~DIG GAS IlOOPlIIG SPICIAI.'l'r nn 0' ~OII; -..Block --11:- -Steel otbec P1USIID I'LOOa II.BYA'I'IOU: ft. IS PItOJ8CI' 1R n.ooD lOll AlIA, - .11I 10 .......................................... ..rnD~ OOIIPAII .. f U fY) L. ~ ~ State C8rt. or 8ql8t. . c.I) City Llceu. ...i.tntioo . .......................................... Slpature IfI~Tf!Y.&.. COKrAIY State ~l't. or ...iet. . City Lic... Iqietretioo . .......................................... !U-t.urtil! OOIIPAI'f State GIrt. or ",let. . City Lic... Iqletratioo . .............................~............ ~~.- n II IIJ .......tun - ~1I1'....&I COIIPAIfI State Cert. or ...let. . City Li<<*We ...t.tratioo . .......................................... .......tuI'. COfIPAIIY State Cert. orllqlet. . City.' ".. ......trattoo . ....................~ a............... ~ " \ Slpabare ~.__.-._. OCT-13-'94 THU lCl: 12 1D: TEL NO: l:f318. P02 .1 . CONDITIONS OF paRMIT AFFIDAVIT A. Jf02'I~ RB8TRICTIOg 11II ~ ~t W. PIII1t ., be UjlCt to 'lJIed l'tItrJctiOll' IMcII .., .. ... rtltdctb. tMa elt, 'egaJ.u.. .....-u........ rt8pODllhiUt, for CCIIIpU.. 11th III, 1JIp11ClbJ. W lII~. . a. . UlfLI 8 CONTRACTORS AND COlf'J'RAC'l'OR SIBILI'" If tile MIl .. Ill. -tractoc or COItrietot. to UDdertdi IfOrkt Ue, .., INI nQulnd to 11.... II ....... ..iei ltate .. JocI1 nguJ.tJOIII. If UIe contrlCtor J, IlOt J1C81l1Id u ,.uld br 1., !Iou. tile Mer .. CIJItQctor ., .. cUed for .11~.lIaor ,lol.UCla under .tete I.. It the GIIDIl' or IlteDded atrector 111 UICIrtIIa u to .t llCIIIJqg npJ~tI .., Ippl, for tJIe JatacJed IOrl, tbeJ are idYilld to caatact till cn, of IIpIIJrWle 1II1tJ" ......., (IUJ 7"'''11 . JUrta'lon, if till .. ... .itld . COItractor or eontnctor., lie JIIlIv!ttd to 11m till ClOItnctOr(I) lip __ of ~ 'COatrlCtot .....~ of WI 1pp11~Ufll for Irhiell ber uUlIe r.,.lble. If JCIU, II tJIt .. 1111 . till ClOItnctOr, JGU m iIIlcaUag tt.lt IGO, r.tIIer tJIaD tb8 coatrector, "' rupouJbl. for tile IOtt. If * -tnctor ... JGI to 1111 II alItnctor ~t ., lie ID IIdJcaUOIl tblt lie ia not pl'OfUl, llC1D1td ucl11DDt .UUII1 to JImIttllt Jd", Ja * at, of ....Ullt. _. C. TRAN8PORTA'1'IOIf IMPACT FEBS AND UTILITY COIfNBCTION J'BBJ D. CQN8T~ION LID LAW (CHAPTBR 713, FLORIDA 8TA'1'UTBS, AS AIIIIIDBD) 1 CUUIJ tlaIt I; till appllCIDt, ... - pm!c1tc! ,itb I CClpJ of ',lorld1'. CGIIItructJCII W. ... . ~'. PlOt.... GuJdtl p~ " tM Iloddl DlplrUat of Agriculture aad COnMer Mfdn. If tbI illPUeat It ..... otIIIr ~ tile '...', I cert1tr *t ll1att abtlJDeG . cop, of t.be ... _fiNd -.at ., pr._ iI ... fd~ to ..11_ it to till '0IIIIt1 prior to tlGWllIHIht. B. ~Bt8/OWNBR'S AFP'IDtaVIT I CItt1rr tllat WoniuOft la W. ."lIeat Oft i. aecur.ta ad tblt .11 wrk .ill be .. II ..,U.. will III Ippllabll 1_ qp1atlDg QIIItnJcUoo, DJog, 11I4 lead .'I1GpIIDt. 1pp11CIUaD it ...,.. to obtain. perIn to do IOrl _ lnaWI.UOIl u IDdieated. I ClrUfr tMt.. 110&'1.01: iDlU1lItt. .. .ooIIIDCIlJ prior to iauuce of I peaJt IDd tbat 811 lOll will be puf.. to .. It~" of III .. reguJlt1Dg COIItructIOll, cn, cad., lOlling regullUOII, aDd 111II1 d.rtlas-at rep1aUOIII II till ,arJ.acu.. I 1110 certifr tMt I UDdInta4 tltIt tbe reguJIUClftI of otbtr goy....tt1 1tW!C1. IIJ appl, to tJIe lDtIIIII -a, .. tMt it II II rtIPGIIIlbllltr to l"Ufr .t acU. I IUIt tab to be ill _l1uce, hdI ageaclu JlICllll1l .t In DOt ltlltld to: · ~ of 1DfI.........l bqyllUon - Cypr... Barbudl, VltllDl1k... Illlllori-.t,U, ....U" '-*, IfIter/IUtlllter _tat · JoatMIt floddIllter ....rr't DJ.trlct . WeU., CJprea ..,..., ItUIDlJ 1ruI, Iller'" latIrceanM · b QIcJI of IlLtiiii · '-UI, DocU, "'lgable Wlten.,. · .....t Of ~tiT""UltaU" lint.. IDrJI'OI1II8IlQ,l 8ellt,h Uait . IfeUt, "_tit lrII_t, ItpUc flab t US ~ ~III ~ - J8J1eetoa lbau.t 11110 ..ur,u.t, If rlil.tlrlal J. to be_ ill 'laad lODe 'I' or '1,.te.l, It it undIntood tat . ...... ,1. .... · .~ tOJ.' "jJJ be IUlJljttld Q1c111, PfIIII'Id bJ I ,rof.JIII! ... ",ilta II tit.tltI of Plod" ptlor to JItIIt I.uuet. J l*t1t ...... tbIIl .. mutruld to . . U... to proceed ,Jtl tM IIOrk IlIId DOt U IUtIIodtf to tillite. OIIGIIl1ter, or ..t ulde .., pnr1llau of tJIe tedlDJcaJ c:ade8, nor 11II11 illUlDCl of . pera1t prmat tbllldWlt OfflOlll ,. tlllnlftlr r.rJag I CIOrrICtioD of errore II pl., catructJllII, or flolltlOlll of an, _. ..., JUIIt ...... MIll .. bQ1H uaJIN * .l..b.. br .. peqit II "'aclll .f~l. .11101I* of J...,Mct, or If 1Dr11Uttorflll" tlllpalt 11 ........ or ~ for . I*lod of Iii -tbI .fttr Ue till tJIe ror1 II en la. GII"'" _.. of till, III III aU_ for * palt .SUI fll cIIaqe of'15.00. rile a_fOIl .ull be ~ Ja II'ltlag to tIIIluua.. Off1c1l1, .. ...111 iIIpecUoI_t be JoggI4 during ..et. .11 _tit period, or tIaI projltt .111 be a:u.t.... _--.... .... to rAIII: .. Dl_ to IIDID I alCl. or ~ 11I1 ...r II lOUR PIlIl8 IIICI a ...... !O IIUI ...... JP III ... fO Clrm fllUCllG, COI8UI.t Ifl18 _ .... (III &mIIIIr ... ...... DlCl or ~. .. 11III P,. U 'AWl DO 101' _ to RIaID lID I'08f I 'ala or ~'. ~~~ ~#!~~ -,.~ CDIIR or Tbe fongoag ~t .... ilcmowledged hefon _ tb1. /0 /17 _, 19 q(f by . I --+- A 1- O,J R..f{ er-J who 1. 1 J bowa to _ or who baa prodU _ u Id-.Ul!Citroa 8Dd who did/did Dot tate ... oatil. BUll or ~ CXIUJft or ~~A) 'I'M foregoilag 1Datff:{!l: _ _~ before - thi. 0 7 , 11 9V by - ~J.:~~w. flu :O:=li1catioD aad vIIo tid/ciid DOt take Oftth. a s May 16, 1995 CC110274 JAMES A. STONE te of Florida m. oxpires May 16, 1995 - . CC110274 ,JIY ;,j..':.~; ESTIMATE & AGREEMENT { ~ii.I,l\I ~'a11.,J.\' !l'.i,ti" & _.c.J!~"~.,t?"",,~~~,,. ~fu ."....., 37827 FOUNTA.IN ~m 1001 DATE: To I (Vl-er I~Fql r- )ey (y; ol'IS tjt3 :31/('V! c:::.7ephyr hi '1/;) ,f L!J351 D I BID: We hereby propose to furnish material and labor to complete the work outlined herein for the sum of: I Wc,~ -r ~ y-y} Cl; t ;,(~VI\~urdt( If')~ - ~~~7? ',r~.,,~ oU ($ c) ') CD - 11 Paym,"' to be m~e '" ~' ct2~/ C ?If!59b3 -~fOOj L ~ We hereby submit specifications and bid for: FOlD HERE /1 '- i L-/oncrelf Jr',fV/71 c/ I' J ;;::;:' r;.,')<1' ...J ,-. ,. j C r f f V\ ~ODY'v1 '.- 1 () 1~<IX K 0 C-t I j I .. " if' /.\' /, .:.{// '.. I, \.../ .) -- (' +< ' .) '-.r.'.',,\ \.". ,J \ /'\ I l- (}~X( ) ~. 0:'cy I 1(1! :r'rti'\.iL\ rlty!~ 'l',Ui~)j-Y) ,/) II. ,I It f .f rn z. E.r'fro5;'-qn,j 17fnv "~j/ / ,t? I , " h I U . ! "Ii/I/)' Vi' . IYJ...~ f l' I L -:JD X p -.I, \OkJt'.sI\'\C Iud E'oX /' /'1. I" '. 1 ~ V "') t' y'. f:J (;..',1'''~) ....' \ - / \ \ p.rY\AI\ iV' CONTRACTOR'S GUARANTEE ACCEPTANCE OF BID We guarantee all material used in this contract to be as specified above and the entire job to be done in a neat, workmanlike manner. Any variations from plan or alterations requiring extra labor or material will be performed only upon written order and billed in addition to the sum covered by this contract. Agreements made with our orkmen are not reco ni d. SlGNE~ " ,,/j ..1""j1 v '-i. I." IDFORMS, INC. THORO ARE, NJ 0 The above specifications, terms and contract are satisfactory, and (I) (we) hereby authorize the perlormance of this work. DATE r I ( \ _+O-~j\~~^ .J THIS CONTRACT IS VOID 30 DAYS FROM DATE UNLESS PINK COpy IS SIGNED AND RETUFlNED TO BIDDER WE COMPLY WI' L WORKMAN'S COMPENSATION & PROPERTY DAMAGE L1ABIU- 'SURANCE LAWs. \) .52-i\-X..sl-. 1289 FORM CONTRACTOR'S FILE COpy . SIGN WHITE & PINK COPIES & DELIVER TID CUSTOMER E[)(;[ BEAM ---- l' x 2' x 0044' oPEN BACK ATTACHED / TO ffiONT POST \I11J.1 110 x 2' SfJS fJAX. 6' FRO~ EACH PVRlIN AND 24' 0 C. FRONT WALL PVRlIN --- ' FRONT AND SIDE BOTlOl.l RAILS pt==? A11ACHED 10 CONCRE1E '1Hrl fJIN. , , . . 1 ,. . 1/4' x 2 1/4' YASONRY OJICK SU ,". o 6' FRO'"' EACH POST AND 24' OC . . . MAX. AND WAllS A ~IN. Of l' . FROlJ EDGE Of CONCRE T[ 3 - 1/4. x 4. LAG BQTS E+= s-= \11TH 1 1/4' rtNDER WASHERS.. , PER 4' PANEL ACROSS THE ~ FRONT ANO 24' ON CENTER ALONG 1J.IE SIDES (WALK ON~ __ ~~~02;,~; ~AN~ :O~ TMlLE HEADER Z__: _____ Z CHAiR RAIL AND ~ ~ K 10< Pl.A TE 2' x 2' x OOH. ~ HQLOW RAIL ~ ~~T ~~TA~j,~ :O,Bm9M /. ' >, '." ' :, '. >, > . ~ -?-.--- IN SCREW BOSSES 1/4. x 2 1/4' MASONRY ANCHOR AT 6' FROU EACH POST AND 24' D.C. MAXI!.IV!.l TYPICAL UPRIGHT DETAiL WlNOOW FRAMING CAN AT1 ACH / DlRECTL Y TO HEADER CONVENTIONAL FRAMING DR ALUIAINUIA CO'.1:R Sl".;TEM SHEETING BOTH SIDES GlASS WINDOW INSTAlLED PER Y ANUF AC 1URERS SPEClFICA TIONS ALUIAINUIA SHEETING OR ~ __ V1N'1l. ~ TYPICAL CORNER DETAIL ~ ~ SQlD ROCf SIDE WALL HEADER ATTACHEO TO " x 2" x 0.044' OR BETTER 'MTH MIN. 2 110 x l' S~S 2' x __n EXTRUSION / PER SPAN TABlE ---.---r:------- SIDE WALL PVRLlNS ATTACHED TO l' x 2' x 0044' OPfN BACK \\\1J.I YIN. 2 110 x t 1/2' SMS IN SCREW BOSSfS ALUUINUIA CO'.1:R OR 3" STRUC1\JRAL INSULATED ALUMINUIA ANCHOR ,'x2'xON4' PLATE TO CONC 11'/ 1/4".2 1/2' CONC. ANCHORS Wl1J.I1N 6' Of EA. SlOE Of [A. POST @ 24' Oc. MAXlMUIA POST TO BASE AND POST TO BEAM DETAIL 2".2'.I/B' ANGlE EACH I SIDE A!TACH TO POST AND CONCRETE TO POST AND PlATE 'M1J.I 2 #'0x 1/2' CORROSION RESiSTIVE WASHER HEADED SCREWS ,. . 2. ElTRVSlON / 2500 PSI CONCRE TE ,. . , , MIN. 'II/ 6,6 W.WY. . OR FIBER ~ESH CONC. VAPOR BARRIER 2. x ___ SfE TABLE 2 AL ITRNA TE CONC. ANCJJR LOCATION 1 I/B. lAIN. IN \ CONCRETE HEADER A iTACHEO TO POST "11TH YIN. 2 1'0 x 1 1/2' IN SCREW BOSSES NOTE: NO FOOTING REQUIRED EXCEPT ~EN ADORESSING EROSION AL TERNA TE POST TO BEAI-A AND PLATE TO CONCRETE DETAIL . I' ~ ; ~ 2' x 2', 2. x 3. OR 3. x 2' HQLOW SEE SPAN TABlES CHAIR RAIL A iTACHEO TO POSTS \11TH YIN. 2 110 x 1/2' S~S IN SCREW BOSS(S NOTE: .W" IS mE Roor SPAN CLEAR OIST ANCE FROM RECEIVING CHANNEL TO rACE or BEAM l' x 2" x DOH' OPEN BACK B01101.l RAIL P AN OR COMPO$! TE PANEL S. USE CORROSiON RESJSTM SCREWS. PANS ANCHORED '/I1J.1 110 x 1/2' @ 3/ PA.~ INTO RECEIYlNG CHANNEL AND 1 1'0 x , /2' @ RIOCE CAP CONNECTION TO RECElYlNG CHANNEL. COMPOSiTE PANELS USE 1/4' x (1+1/2') LAG SCREWS \\\1J.I 1/4' WASHERS THROUGH RECElYlNG CHANNEL FROU T(1 CAULK ALL CONNECTIONS HOST S TRVC T1JR( OR F AClA ---- EXTRUDfD OR BREAKMETAL HEADER 0032" YIN. ,ASTENER DfTtRMINEO BASED CN CONS TRVcnON ~ HOST STRVC1\JRE CONNECTION TO HOST STRUCTURE NOTE: CONTRACTOR SHAll PROVIDE V1:RlflCA nON mAT THE HOST STRUCTURE IS STRVCTURAlL Y COMPARABLE TO mE STRUCTURE SHO'Mt (MOBILE HOME OR CO'MNTiONAl CONSTRUCTiON) IBx1/tSM$16'OC IN AlUIAINUIA SHEETING TYPICAL SECTION GlASS ROOM NOTES: ALUMINUI.l AnACHMENT \ 3 1/2" CONCRETE stAB 6 x 6 W.WJ. OR FiBER IAESH CONCRETE . · . ~ J '(1' "" V1SQJENE v IJ>OR BARRIER UNDfR stABS HA V1NG STRUCTURES ABOVE 1 \\fLL COI.lPACTED ClEAN FILL OVER SACRlFlCEO NA 1\JRAL ~L 90'l RELATIVE DeNSITY CONCRETE FiLLED BLOCK STElA WALL (8xBx16 CMU) 6" x 12" CONCRETE ,OOTING 'MTH 1 15 CONTINUOOS L OCA IT ON UNOlS 1URBE D NA 1\JR AL ~L , 15 VERTICAL AT CORNERS A.~O '0' - o' 0 C. VARIES 3" L. ~ RAISED PATIO FOOTING W/2 'II 2 NOTtS: ALUMIt';/lHI PAN ~ ~ ANCHOR l' x z" OPfN BA~ TAPCON 025' x 2" LENGTH MAX. if 2'-0' OC. ANCHOR TO WALL 'M1J.I 1 ,/z' 1'0 SMS 'MTH WASHERS 2'-0' OC. SPACiNG ANCHOR BEAM A.~O CQUMN KNEE BEAM WI TH A.NCHOR CliPS AND /1 0 SCRE WS AND II' A SHE RS. MIN. stAB 1J.IICKNESS fOR stAB ON GRADE 3 1/2' CONCRETE. ,. x 2' x 0040' "I(" VARIES ~ _ BEA),f SEE TABLE 4 2. x ___ SEAM AND CQUMNS lUX. CQU\lNS UAX. CQUIAN SPACING SEE TABlES TO SELECT FRONT WALLBEA~ FROM TABLE USE lARG(R 'L' VALUE if '11/2 OR W/2+0.H 2' x O'.1:RHA.'1G VARIES 2'-0' YAX. -..f. 3 1/2" stAB ON GRADE OR \ RAls(D FOOTING -I 'L. .W" MAX. BEAM MAX. ,. x 2. SP AN UPRIGH T \ TABLE LENG1J.I. VARIES NO MAX. (ELEV. SlAB OR ON GRADE) TYPICAL GlASS ROOt.l 'IIlTH SQlD ROCf. TYPICAL FRONT VIEW ffiAMING . (HEIGHT Of UPRIQH IS MEASURED FROM ToP ~ ,. x 2. PLAIT TO BonOM ~ WALL BUM) . 'H. t 1 TYPiCAL SCREEN AND GLASS ROOM /" SQID COVER lAIN 2' x 2' x<JOH' (TYPICAL) . SHEETING BOTH 90ES , 1/2" . 2" =~t VARIES ~ YAX. 'MD1J.I 53' ROUGH OPENiNG 2' x 2" SLAB 3 1/2" YIN. ____ (SEE DETAIL) TYPICAL SCREEN AND GLASS ROOM NOT!:: THE HOST SlRUCiURt WST BE C.lPI&E (:f SUPPORTING THE ALU~INLill STRUCTURE TO B( ArT ACHED TO THE HOST STRUCTURE Q:NERAU Y THE CON[)ITICN (:f THE EXISTING STRUCiURt \\ILL INOICAT!: THE SiRVC1VRtS C.lPABIUTY. THE fCtLO\\ING CCN[)IT1CNS~OSl SiRVC1URES ARt C.lPAlU (:f SVPPORTINC THE AlUYINUII S iRVC1VRt TO BE ATTACHED; 1. ~ASWRY WAllS, 2'. ." fRAM( CONSiRVCTICN WAllS, PRE ENClNIIR(o WOOO TRUSSES 'III A 2"x 6' SUB fAClA ANO A iRVSS OY(RHANC ~ UP 104', ANOIOR mAQiI.t(Nl ~ THE ~LU\,(INUII SiRVCTVRt THRCtlCH THE \' f~ClA TO THE TRUSS BUllS 'III A IIAXl\lU\I ~ .. TRUSS O'l(RHANG. 2. ~081LE HOlIES ~AN\Jf ~c 1VR(O lJitR 198. AND BUIlT TO THE , 98. HUD STANDARDS MRt THE ANCHORS ARt INTO THE iRVSS avns. J CONDITIONS NOT COY(RtO ABOy( SHAlL B( Rt>1E'O(D 6Y THE ENClN((R TO DtTLRlo(lNE THE HOST STRUCl\JRt ADEClJAC~. .. AlL iRVSS SYST!:~S SHAll KAY( A ~AX1\IU1I SPAONG ~ z.' O.C. 5. ~08IlE HOlIES NOT CONfcPllNC TO THE STANDARDS ABOy( SHALL +lAY( A SELf SlJPPCRTlNC fA\[ ADJACENT TO THE WOOlf H()I( IN LIEU ~ 2' - o' MIN. BEFORE SlOPE t YiN. 2500 PSI CONC. \I11J.1 6 x 6 \\fLDED 'MRE OR FlBER ME SH TYPICAL All SlABS. -t ' 15 BAR CCNT. B. 3 \/2. NOTE: fiBER MESH CONCRETE DOES NOT REOOIR( WIRE YESH FLAT SlOPE / NO FOOTI'lG o - 2./12' MOOERA it stoPE ,OOTING 2'/12' - " - 10' SITEl' stOPE: FOOTING > l' - 10' sua DEl AILS ADDRESSING EROSIOt-J 12. PANS OR CONnNUOUS COVER RIGID INSULA nON ~ JOB NAME ADDRESS 18 x 5/8' CORROSION RESiSTI'.1: WASHER HEADED SCREWS 12. 1 CA Tl R[>1SlCNS CH , 9. ;;~ w w ~6:Z~ <.>"'~< zo..l-~O ~2ii~~ 23~~~(j V'JI-X:f. ~~-I--O Bag ~?;(o;~ ~~~2; [i~E5~u ~~i>~", ~~< '--- u~20Q:~ ~~~~t;b -< -< ~w~~"~ ~tlo<=~u c:zti<~-J< ~i~:3<<.> ~~:3'.2tx~ ~ C)-o::;) ..~~ .~ ~~~~gS ~a:~~~ ~~'d~~w =l2t5lJ:<i!: VI VI - w ~~ VI w 'io; ~:3 15'-- txi ;;~ ~9; ~3 cis! ~~ au ff'il ~~~ ~~~ (3~~ ~ag w~1'E ~::;;;l,/') rJ) ex: lAJ > o o a :J o rJ) ~ B ~~ ~~ ~i ~ ~ d :; >~o ~ ~I:J[5 I~ct;! 01::_ ."" @)1:J~ts1 ~ ~~gre "'~~ 2 ',. '"/..,..: OR WI~Jr.' ---R 1 PERMIT ON Y TYPICAL PANEL MEETS ~e RfOOl~ 1 t)F (')-(.a.PTE~ 12'.)5 sec 1991 m 1. INS1ALL RIGlD ,OAM INSULATION INTO ALUMINUM ROCf PAN 2 CO'.1:R INSUlATICN 'MTH 0019' PROTECTOR PA.~H \11TH OvtRLAPPING SEAMS 3. INSULATION PANEL SHALL BE ClOS(D \'11TH AlUMINVI.I END CAP 10 S(CURE INSULAT10N P\.ACEMENT AND TO DISCOURAGE THE NESTING ~ 'MLDlIfE AND OR INS(CTS .. PROTECTOR PANEL WILL BE SECURED BY 18 x 5/8' CCfiROSiON RESISTIVE WASHER HEADED SCREWS 5. SCREW PAlitRN SHALL Sf: 12" ON AlL PERIMETERS AN0'14' DC. FIELD ON EACH PANEL 6. ALUMINUM END CAP \\ILL BE ATTACHED WITH 3 18 x 1/2. CCi<ROSlON RESiSTIVE WASHER HEADED SCREWS 7. SEAL ALL SCREW HEADS 'IlI1J.I CAULKING En, ~ ~ 3 HOS~ STRUCTURE OR FADA Ie SUB-FAQA CONNECnON REO'JIREIolENTS FOR VARIOOS ,OAD CONDITIONS LOAD CONDi nONS 'MND ~LO(lTY LOADS DEAD + Llvt LOADS MANUFACTURERS PROPRIETARY SUPPLIES TABLE 1 IolAX!~UII ROOf SPANS FOR EUlt: PANEL PROOUC1S, INC. AlUII,NUIoI COIIPOSilt: PANELS $lANOARD PANEL W/AlUIAINUII SHEAm!NC 3105-HI./H-25 ALLOY 1.0 I EPS CORE DENSiTY v.\ND LOADS GlASS ROOI.C$ AND omER ENClOSED BUilDINGS 3', 0 019"___~~0_OH _____I'_OH _____LOH______LOH_ 100 IIPH 'II L 10'- 6" 10.- E" 11'- 2" 12'- I" 110 MPH 'II L. 9'- 5' 9.- 9" 10'-.' 11'- 3" 120 MPH W. L. 8'- 10' 9'- o' 9'- S' 10'- 8" 3', 002."_______________________ 100 MPH W. L. 12'- 9" 12.- II' 13'- 5' 14'- 1"-------- /10 I.IPH W. L 11'- 8" 11'- 10' 12'-.. 13'- 0" 120..PH w. L 10'- 9' 10'- II. 11'- 6' 12'-.' 3"x 0032" 100 IAPH W. L. 110 I.lPH W. L. 120 I.lPH w. L GcASS ROOMS HOS; STRUCTURE 100 MPH 110 IolPH 120 IAPH 221/SF 321/5, 571/Sf ~DNCRElt: 1/.',1-1/8' CONCRElt: SCREw) 1)12' OC------>2 0 l' OC . WOC() FRAIoIE 1/.',2' LAG SCREw) @ 6' OC------------>2 0 ,. 0 C SCREEN. WIn., AND CARPORTS HOS' STRUCTURE 100 ~PH 110 IAPH 120 MPH 221/Sr 321/S' 571/'::! CONCRElt: 1/.',1-1/8' CONCRElt: SCREw) 0 12" OC------>2 0 I' 0 C 2 WOC() FRAI.!E 1/.',2' LAG SCREw) 0 12' 0 C ----------->2 0" OC NOIIS v.QOO STRUCTURrS SHOULD CONNECT TO TRUSS BUTTS OR mE SUB F AClA FRAMING 'M1ERE POSSIBLE ONLY 157: Of SCREWS CAN BE OUTSiDE THE TRUSS Buns/SUB FACIA AND THOSE AREAS SHALL HA~ DOOBLE ANCHORS All SCREWS INTO THE HOST STRUCTURl: SHALL HA~ lAIN H/.. WASHERS OR SHALL BE WASHER HEA()(D SCREW). 14'- 10' 13'- 6" 12'- 6' 1.'- II' 13'- 8. 12"- 8' 15'- 5' 14' - 0' 13'- 0' \5'- O' 14'- 9' 13'- 10' T ABlE 1 I.lAX. Roor PAN SP ANS FOR GlA 55 ROOI.lS AlUIAININUI.l INDUSTRY STANDARDS AllOY 3\05 H-U I< H-2S OAN SlIT FOR PAN SPAN ust = .'11/2 + O.H.' SH DRA'MNGS . lO'X 12'X 0.026._NO OH____j O.H.___2" OH__3' OH 100 ~PH w. LOAD 11'- 3" 11'- 5" 11'- 11' - 110 I.lPH w. LOAD 10'- 3' 10'- 5' 11'- 0" '20 ~PH w. LOAD 9'- 5' 9'- 8. 10'- 3' }C'X 12'X 0032. 100 ~PH w. Lom~~l2Cg;-;r:r-------- 'IOI.IPH w. LOAD 11'- 5' 11'- 7. 12'- I' '20 ~PH w. LOAD 10'- 7" 10'- g' 11'- 3' DEAD + LM: LOAD & OR/SNOW LOAD (INClUDES 2 I!~ DEAD LOAD) All BIJILDING TYPES 3.x 0019. 221!Sf 321/Sf 571N J"x 002." 221/'* 321/'* 571!Sf 3.x 0032' 221/'* 321/~ 57 I/Sf ~IOT[: STITCHING Of THE PAN 'llEBBINC IS RECOMMENDED Ir STlTCHING IS NOT PRO'l1DED 1'1/ I lOx 1/2' SCRrWS 02" OC. mEN REDVct mE ABOvt SPANS BY 20~ EXAMPLE; 10'X 12'X 0.026. W/ NO OX sPAN 11'- 3", (100~ - 20%) = 11.25', 0.80 = gO' = g'- 0' MANUFACTUf~ERS PROPRIETARY SUPPLIES T ABLE I MAX. ROef SYSn:1I SPANS FOR ROYAL ALUI.lINUIJ SUPER PANS ustO ON ENQOSW BUILDINCS(GtASS ROOMS) PROOUCT PAlt:N' I .,918,898S ALUMININUI.l AllOY 3105 H-28 I.lIN!IMI Y1ELD 30,000 PSI PAN SiIT FOR PAN SPAN USE = ''11/2 + OH.' SEE DRA'MNGS . v.\ND LOADS ON ENQOSED BUILDINGS SUCH AS GlASS RQOl,IS 25'X 12'X 0022__NO OH______l' OH__-.-2' OH____3' OH_ 100 M~ w. LOAD 12'- g' 12'- 15' 13'- 4' 14'- l' 110 I.lPH w. LOAD 11'- 7" 11'- 9. 12'- 3' 13'- l' '20 ~~ VI LOAD 10'- 9. 10'- 11' 11'- 5' 12"- 3" 25'X 12'X 0.D28________________________ 100 I.lPH 1'1 LOAD 1.'- S" ,.'- 7. 15'- o. 15'- 8' 110 I.lPH w. LOAD 13'- 2' 13'-.' 13'- 9' 1.'- 6' 120 I.lPH w. LOAD 12'- 2" 12"-.. 12'- 10' 13'- 7. 25'X 12'X 0030______________________ 100 I.lPH 1'1 LOAD 15'- 2. 15'- 3' 15'- 8' 16'-.' \10 ~PH w. LOAD 13'- 10' 13'- 11' 14'- 4' 15'- 0" 120 M~ 1'1 LOAD 12"- g' 12'- II. 13'-.' '4'- 0' 25'x In 0036________________________ '00 I.l~ 1'1 LOAD 16'-.' 16'- 5' 16'- 10' 15'- 10' \10 I.lPH W. LOAD ll'- 10' 15'- o. 15'-.' 15'- g. :20 I.lPH w. LOAD 13'- 8" \<6bJ'- 10' ,4'- 3' 1.'- 11' lr=-CT-12\:""-r--li':--e----,T~---- 10'- o' 10'- 2' 10'- 9' 11'- 8' i- 6' 7'- 9' 8'- 5' 9'- 7' 14'- 8' --~.-- 12'- 2. '2'-.' 9'- I' 9'-.' 17' - 0' 14'- 2' 10'- 9. 17'- 2' 14'- 3' 10'- 10' 15'- 3" 12'- 10' 9'- II' 17'- 6' 14' - 8" 11'- 5' 15'- 10' 13'- 7" 10'- 11" 18'- 1. 15'- 5' 12'- .' MANUFACTURERS PROPRIETARY SUPPliES 15'- .' 13'- II' 12"- 10' 16'- 7' 13'- 9' 10'- .. 17'- 7" 14'- 7" 10'- 1'. 15'- 5' '4'- l' 13'- o' -,5'=""lo;-----15"7:--s--------- 14'- 6' 15'- 2' 13'- 6' '4'- 2' 15'- 4' 12"- 11. 10'- o. -------- 16'- 0' 13'- 8' 11'- 0' 16'--g;---,7"7:-?---17':-7------- 13'- 11' '4'-.. 15'- O' 10'- 6' 11'- l' 11'- 11' 17'- S" 14'- 9' 11'- 1" 18'- o' 15'- ,. 11 '- 7" 18'- 7' 15'- 9' 12'- 5' MANUFACTURERS PROPRIETARY SUPPLIES TABLE 1. CONTINUED: MAXll.IUtJ ROOf SPANS v.\NO LOADS CLASS RQOl,IS AND OTHER ENCLDstD BUllDlNGS .'x 0019'__NO_0.H ,'_O.H.___Lofi_____3'_O.H._ 100 MPH w. L. 12"- 11' 13'- l' 13'- 6' 1.'- 3" 110 I.lPH W. L. 11'- 9' 11'- 11" 12"- 5' 13'- 2' 120l.lPH w. L 10'- 10' 11'- 0" 11'- 7' 12'- 5' .'. 0024'_ _ 100 IolPH w. L 14'- 5. 14'- 7. 15'- 0" -15'::7--------- 100 I.lPH w. L 13'- 2. 13'-.' 13'- 9' 14'- 6' 120 MPH w. L. 12"- 2' 12"-.. 12'- 10" 13'- 6' .'x 0.032' 100 UPH w~I~---,~-15~W---,5'- 5' ,,0 IlPH W. L 13'- 11' If- l' 14'- 6' 15'- 2' 120 I.lPH W. L 12"- 10' 13'- 0' 13'- 6' 14'- 2' ()(AD + U~ LOAD Ie OR/SNOW lOAD (INCLUDES 2 IN DEAD LOAD) ALL BUILDING TYPE S ."x 0.019" --- m/Sf 14'- 10' 15'- 0' 15'- ~' 15'- 0' 321/Sf 12"- 3' 12"- 5' 12"- 11" 13'- 8' 571/Sf 9'- 2' 9'- 5' 10'- o. 11'- 0' ."x 0024' 221/St 16'- 7" 16'- g' 17'- ,. 17'- 8. 321 /Sf 13'- 9' 13'- 11' 14'- ." 15'- O. 571/Sf 10'- ~. 10'- 6. 11'- ," ,,'- 1" ..x 0.032' mlSf 17"- 7. 17"- 8' 18'- 0' 18'- 7. 321/Sf 14'- 7. '4'- 9' 15'- ,. 15'- 9. 571/~ 10'- "" 11'- 1" 11'- I 12"- 5' MANUF ACTURERS PROPRIETARY SUPPLIES TABlE 1: CONTINUED; IlAXlI.fVI,/ ~ SPANS '!lIND LOADS GlASS RQOI.lS AND omER ENQOSED BUILDINGS S.x 0.01g.__NO_O.H__"_OH___2'_0.H___LOH_ 100 I.lPH W. L 1.'- 11" 15'- o' 15'- 5' 16'- l' 110 I.l~ w. L 13'- 7" 13'- 9' 14'- 2' 14'- 10' 120 I.lPH W. L. 12"- 6. 12'- 8' 13'- 2' 13'- 11. 6', 0.02.' 100 I.lPH w-C-l5;::-r~:--8-;--I6Cl'--~-r-------- 110 I.lPH W L. 14'- 2. 1.'-.' ,.'- 9' 15'- 5' 120 MPH W. l. 13'-'. 13'- 3' 13'- 8' ,.'- 5' 6', 0.032' 100 I.lPH w~--16;::-T-~=-4-;--I6Cg;---;r::-4-;-------- 110 I.lPH w. L ,4'- 9' I.':' 11. 15'-.' 15'- 1" 120 UPH w. l. 13'- 8. 13'- 9' 14'- 3' 14'- 11' OEAD + LM LOAD It OR/SNOW LOAD (INClUDES 2 I/SF DEAD LOAD) All BIJILDING TY?ES 6.x 0019' 221/Sf -~7-~-3;-----,SC-7"----~7------ 321/Sf '4'- 2' 14'- 4' ,.'- 9' 15'- 5' 571/Sf 10'- 7" 10'- 10" 11'-.' 12'- 2' 6'x 0.02.' m/Sf --17~IT--,s:=--o--~:~' 321/Sf 1.'- 10' 15'- 0" 15'-.' 571/Sf 11'- 1" ,,'- 3' '1'- 10' 6'x 0032' 22//<;; 321/'::! 571N 1 {:--w----- 16'- o. 12'- 7. --18~---;s::-g;---i9'~-"---~7'------ 15'- 5' 15'- 7. 15'- 11. 15'- 7" 11'- 7' 11'- 9' 12'- 3' 13'- o' MEETS THE REQUIREMOOS (',F CHA?TEFlI2QS see 19')1 ED DA Tl R( \lSlCNS 01~ 1/9. ~b '" '" ~~ t?~ ~~ 25'"- wI::: "'z ww =~ =g; J06 o~ w~ ~u 2:!i1 OCSO ~=,Oi was", ~o~ <:;~2 zo!;: ::;~~ a:t;;\I"l ~, ~ <oz2 02:"'< i~i~g ~~V'l~~ ~o~:r~ ~:aB-- ~<==~ o~..~ ~~f5Qu ~-~~~v< ~i~o~~ ~~~~e;~ -< ' _c>- -w~iI<:22s ~tiol!i5u ClZb(C :i1>;i::>2;i< If i3wo i5~i3~"'~ c::: 0-0::> </5'-' tx :2 ~!~~ i3~uVl"''''' '2~~~~ :~lj~ow ;ilfg:S::i1= TABLE 1: CONTINUED; I.lAXlI.lU\.l ROCf SPANS FOR EUn: PANEL PROOUCT5. INC. OR STRUCTURAL PANELS. INC. WINO LOADS GtASS R()()I.lS AND OTHER ENClOS<:D BUILDI~CS 4', 0019' ___NO_O.H.____l'_O.H.___LO.H ___3'_OH_ 100 MPH w. L. 12'- 11' 13'- 1" '3'- 6' 1.'- 3' 110 IIPH W. L 11'- 9. 11'- 11" 12'- 5' 13.- 2. 120 I.lPH w. l 10'- 10' 11'- o. 11'- 7" 12'- 5' .'x 002." 100 I.lPH W~L~--1~7-1(:-T--~0""-~=-T-----n 100 MPH W l. 13'- 2' 13'-.' 13'- 9' 14'- 6" 120 I.IPH W. l. 12'- 2' 12'- 4. 12'- 10' 13'- 5' .'. 0032. 100 I.lPH W. L. 110 I.lPH w. L 120 I.lPH w. L DEAD + Llvt LOAD It DR/SNOW LOAD (INQUOES 2 liSt DEAD LOAD) All BUILDING TY?ES .'x 0019._-_______ nl/Sf 14'- 10. 15'- o' 321/SF 12'- 3' 12"- 5' 57//Sf 9'- t 9'- 5. .', 002.' m /St -- 321!Sf 571/Sf 4'. 0032' 221/Sf 32, /Sf 57USf Cf) a: UJ > o () o :J o (/) ~ B g~ J" ~ , u 00 g en [!ij ~ ~ ~....~ ~ ~~g ~ I V'l~;=! @~cr~~ ~15~g~ ~ ::~~ ~. -~- /~I~~ l SEA~ *!~ 1 3~ if 3 TABlE 2: MAX. rRONT WALL BEAM SPANS rOR SCRUN & GlASS ROOMS ALUMINU!.l AllOY 6063 T - 6 rOR SPAN = l" ON ORA'MNG USE ''//''/2 + 0 H. BEAIJ SIZE EXAMPLE: 'MOrri Cf 14' = 14'/2 + 2' OH. = 9' Z.x Z.x<JOH. [Xl l" 100 MPH W. l. 110 MPH W L. 120 MPH W. L. 5' 6'- 7" 5'- 0' 5'- r 6' 6'- 0' 5'- 6' 5'- 2' 7' 5'- 7. 5'- I' 4'- 8' 8' 5'- 2' 4'- g' 4'- 5' g' EXAMPlE 4'- 11' ('- 6' 4'- 2' 10' ('- 8' 4'- 6' 3'- II' 2'. 2'. OOSO'. EXT S' - - -7~7--------6'- -f--------5~7.-----h----- 6' 5'- 8" 6'- I' 5'- 8' 7' 6'- 2' 5'- 8' 5'- 3" 8' 5'- g' 5'- 3" 4'-10' g' 5'- 5' 5'- 0' 4'- 7" 10' 5'- 2. ('- 8' 4'- 4' 2'. 2". 0.093" OR 2'. 3". OOSO' EXT S' - - - g'- 3'- - -8~5~-------8"7=-_o_----------- 6' 8'- 5' 7'- 8' 7'- 3" 7' 7'-10" 7'- I' 6'- g' 8' 7'- 3" 5'- 8' 6'- 4' g' 6'-11' 6'- r 5'-11' 10' 6'- 6. 5'-11' 5'- 8. 3. ._2. ._0. OSO' ._EXT ________________________________________ 5' 7'- g' 7'- 0' 6'- 6' 6' 7'- O. 6'- 5' 5'-1'. 7' 6'- 5. 5'-11' 5'- 6" 8' 6'- " 5'- 7. 5'- 2. g' 5'- g. 5'- 3' 4'-10. 10' 5'- 5' 5'- 0' 4'- 6' 3" ....2.._0.070.._EXT __________________________________ 5' g'-IO' g'- 0' 8'- 4' 6' g'- 0' 8'- 3" 7'- r 1 8'- 4. 7'- 7" 7'- 0' 8' 7'- g' 7'- l' 6'- 2' g' 7'- 4. 6'- 8. 6'- 2' 10' 7'- 0' 5'- 4' 5'-11' 2.._3.._00SO.x_ TIL T _BEAIJ_______________________ 5' g'- 3" 8'- 5" 7'-10' 6' 8'- 5. 7'- 8' 7'- I' 1 7'-10' 1- ,. 6'- 7" B' 1'- r 6'- 8" 6'- 2' g' 6'-10" 6'- 3' 5'-10. 10' 6'- 6' 5'-11. 5'- 6. 2' x_ 4.x_OOSO.x_ TIL T JlEA!.l__________________________ 5' 11'- ," 10'- 3' 9'- 6" 6' 10'- r g'- 5" B'- 8' 7' g'- 6. B'- B. 8'- 0' B' B'-I1" 8'- ,. 1'- 6" 9' 8'- 5" 7'- 8' 7'- ," 10' B'- O. 1'- 3' 6'- g. TABLE 3: MAX1MUIJ LENGTH or UPRIGHTS rOR SCREEN OR ~LASS ROOMS ALUMNUM AllOY 6063 T-6 USlNG SCREEN PA,NEL 'MOT~ ''//'' rROY DRA'MNG, SmCT MAX LENGTH Qf UPRIGHT 'H' rROIoA TABLE BElOW 48" 'MD rri ''//'' EXTRUSlON 2.x 2.x 0.044" = 36' (2' 54' 60' 1- 6. 7'- " 66' 6'- 9' 72' 78" 9'- 2' 8'- 6' 1-1'. 2". 2'. O.OSO" 10'- 2' g'- 5' 8'-10' 8'- 2' 7'-11' 7'- 6" 7'- 2' 6'-11' 2'.2'.0093" 12'-10' 11'-10' 11'- I' 10'- 6' g'-II' g'- 6' 9'- I" 8'- 8' 3'. 2'x ooso' 10'- 8' 9'-II' g'- r 8'- g' 8'- 3' 7'-1" 7'- 6' t- 3' 2'. 3'. OOSO' 12'-10" 1"-11' 11'- I' 10'- 6" 9'-II' g'- 6" g'- I" 8'- g" r. 2'x 0070' 13'- 8' 12'- 8' 11'-10' 11'- 2' 10'- 6' 10'- l' g'- 8" g'- 3' NOTES: GLASS ROOMS: rriE ADOHlON r:F AN ALUYlNUIJ fRAME/QASS PANE IIINOOW TO rriE ABO"f rRAME SIZES INCREASES THE STRENGTH r:F THE UPRIGHTS TO THE PONT THAT rriE TOTAL STRENGTH or THE 'MNDOW ANJ UPRIGHT IIILl HANDLE 'NINO LOAOS rriE MININUM EXTRUSION rOR 100 AND 110 MPH 'NINO LOADS IS 2. . 2" . 0.04(" ANa 2" . 2' . OOSO' ADDITIONAL 2'. 2" 0044' STIJOS SHALL BE ADDED UNDER rriE CHAIR RAIL @ 2' DC. TABLES MAY f3( INTl:RPctATtD rOR 000 DI!.4ENSJONS rriAT ARE BETWEEN rriE 'MOrriS SHC~ MEETS me REOUIREMENTS CF CHAPTEfl1205 sec 19'31 ED CArE RlI'1SlCl<S CrK , /94 ~~ ~~ ~~ "'w ';?;; :1<", <0 is''- tx~ ~~ '" i~ 0'" ~8 i;u g:~i ~~~ 0:::> ~~~ ~~G "'~::> ~;-l:!: -"''''' w w Si'zO: ug~~ zo..~zo ~~i~:; g:s~~~z I--:J::E~ ~o~~~ "'::i5i5G1 is<;;;;oo :2~~>- 80 /l5 z:~i5gu ~-~~~v; i5-< G:- u~:zooc~ ~~S~~~ ~ . -<)- t:,w~iS2~ ot5o~~u ~C5~~...< <fi ~wu is:S~'z''''~ ~ 0-00:;:. <~w IX :2 1>"2"'iS ~>-ooo'" L.Q:~~f5 ~2t8;:jwo.. --,0 U a::: Ow :;tg:i5~~;; '" CC IJJ > o o o ::; o '" ~ @1 ~~ ~~ ~ ~ 0. ~~ ~ ~......~ I~~~ tV")c:.... . ~B~~ ~A~g~ rJ1.i '?J, ~ ~ c' p::cre J / II it -1~~;~ ~ SEAL SHEET , 3b ~ 3 HOST STRUCTURE OR FACIA Ie SUB-FACIA CONNECnON REQU'REMENTS FOR VARiOUS LOAD CONDITIONS LOAD CONDiTIONS 'MND ~LoaTY LOADS DEAD + liVE LOADS GlASS ROOMS HOST STRUCTURf: 100 MPH 110 MPH 120 MPH 22f/~ 32f/~ 57fN 1. CONCRETE 1/4"'1-1/8" CONCRETE SCREWS \) 12" OC.---u->2 \) l' OC. 2 WOX! FRAME 1/4.,2' LAG SCREWS \)6" OC.------------>2 @ ,. 0 C. SCREEN, Y1N'rt, AND CARPORTS HOST STRUCTURE 100 MPH 110 MPH 120 MPH 22f/~ 32f/SF 57f1SF I, CONCRETE 1/4',1-1/8' CONCRf:TE SCREWS \) 12' 0 C.------>2 0 I' D.C. 2. WOX! FRAME 1/4"2" LAG SCREWS \) 12" 0.C.----------->2 \) l' Oc. NO TE S: \\'000 S TRUC TURf: S SHOOL 0 CONNE C T TO TRU SS BU TIS OR THE SUB FA CI A FRAt.lING WHERE POSSIBlE ONLY 15% f5 SCREWS CAN BE OUTSIDE THE TRUSS BUm/SUB FACIA AND THosr AREAS SHALL HA~ DOUBLE ANCl10RS AU SCREWS INTO THE HOST STRUCTURE SHALL HAVE MIN 1-1/4. WASHERS OR SHALL BE WASHER HEADED SCREWS. 12" x ,r x 3105-H14 RISER PANEL 1 r 075. t ['[ 1 PRCffRTlfS 12" r 1 0024" 0032" 12" x 3" x 3005-H28 RISER PANEL 1 r 0.75" t [7 1 PRCf'E R TIE S 12" r 1 0032" 12" x 3" x 3105-H14 RISER PANEL -r r 075' i [7 1 PR(YERTI[S 12" r 1 0040' A a 0.480 n.l'IiT a 0564 pH. I a +0.4.\8/-0271 in' A = 0600 in.l'IiT = 0.706 pH I = +0.610/-0.423 in.' A = 0.60 in.l 'liT = 0.717 pH. , I = +0572/-0.46 in. A = 0.76 in.l WT = 0.717 p.Lf. I I = +0.781/-0.711 n. TABLE 1 MAX. R()o)' PAN SPANS FOR CARPORTS, SCREEN Ie '.IN'rt ROOMS AlUt.llNINUl.I INOUSTRY STANDARDS ALLOY 3105 H-14 Ie H-25 PAN SIZE FOR PAN $PAN usr = .11'/2 + 0 H." SEE DRAI'MjGS . 10.X 12"X 0.026.__NO DH ____J O.H.____j OH___uJ OH_ 100 MPH W. LOAD 14'- 3' 14'- 5' 14'- 9' 15'- 5" liD t.lPH W. LOAD 12'- 11' 13'- 1" 13'- 6' 14'- 2" 120 MPH W. LOAD 11'- 11" 12'- l' 12'- 6" 13'- 3" JO.X 12"X 0032' __________________________________________ ioo MPH w. LOAD 16'- 6" 16'- 8' 17'- 0" 17'- 6" 110 MPH w. LOAD 15'- 0" 15'- 2' 15'- 6" 16'- 1" 120 MPH w. LOAD IJ- 10' 13'- 11" 15'- 4' 16'- 0" NOTE: sm~ING f5 THE PAN 'M:B8ING [S RECOMt.lENDED r sm~ING IS NOT PRO'.lDED W/llC, 1/2" SCREWS \) 2' DC. THEN REDUCE THE ABOVE SPANS BY 20~ EXAt.lPLE; 3.0"X In 0026' 'N/ NO O.H. SPAN 11'- 3', (100% - 20~) = 1125', 080 = 9.0' = 9'- 0' MANUFACTURERS PROPRIETARY SUPPLIES TABlE 1 MAX. ~ SYSTEM SPANS FOR ROYAL ALUMIN!JJ./ SUPER PANS USED ON SCR(ENj'v1N'rt ROOMS Ie CARPORTS(()"(N BUILDINGS) PROO\JCT PATENT' 4,918,898S ALUMIN'NUl.I ALLOY 3105 H-28 MINIMUl.I Y1ELD 30,000 PSl PAN SlZE FOR PAN SPAN USE = 'W/2 + O.H." s[E DRAWINGS . 'MND LOADS ON OPEN BUILDINGS S1J~ AS SCREEN/VlN'rt ROOMS Ie CARPORTS 2Sx 12"X 002L____NO O.H_______I' OH______2' 0 H._______3' OH_ 100 t.lPH W. LOAD 16'- 5" 15'- 6" 15'- 10" 17' - 4' 110 MPH w. LOAD 14'- 10. 14'- 11. 15'- 3. 15'- 10" 120 I.IPH W. LOAD 1)'- 11' 14'- I' 14'- 5' 15'- 0" 2SX 12'X 0028___________________________________________ 100 t.lPH w. LOAD 18'- 11. 19'- 0' 19'- 4' 19'- 9' 110 f.lPH W. LOAD 17'- I' 17'- 2. 17'- 5' 18'- 0' 120 f.lPH W. LOAD 16'- 1" 15'- 3' i5'- 7" 17' - I' 2.5"X 12"X 0030_________________________________________ 100 MPH W. LOAD 19'- 10' 19'- ,," 20'- t 20'- 7" 110 MPH 'II LOAD 17'- 11. 18'- 0" 18'- J. 18'- 9. 120 MPH W. LOAD 16'- 10" 17'- 0' 17'- J. 17'- 10. 2.5"X 12"X 0.036________________________________________ 100 MPH W. LOAD 21'- 7. 21'- 8" 21'- ,," 22'- 4' 110 MPH w. LOAD 19'- 5. 19'- 8" 19'- 11' 20'- 4' 120 t.lPH W. LOAD 18'- 5" 18'- 6' 18'- 10' 19'- 3" 48" x 3" x 3105-H14 COMPOSITE PANEL .t- f 48" i 1['11['['1'11"1'11"11[1,'[1"1',11[,1""11,',1[11"',11'1',111 < r :-., 0024" : leff m 0.744 in'/ It P.I.~El CONN(Cll~ D(TAlINC1D(NTAL 0032" : lelf = 0871 in.' I fl TO SP~ 15 , EPS CORr DEN'3I TY 48" x 4" x 3105-H14 COMPOSITE PANEL .t- f 48" i 11'1'1'['11,1,1,',',',1111',1,1,',11'1'[1,'1'111'1',',',111111'11 < r .... 002~' : lef! . 1032 n. II fl P~El CDNN(Cll~ ct:TAl INC!D(NTAL 0032" : leff = 1.100 n.' / It 10 SP~ lS I EPS CORr DENSlTY M ANUF ACTURERS PROPRIETARY SUPPLIES TABLE 1: MAXIt.lUY ROOf SPANS FOR ELITE PANEL PRODUCTS INC. OR STRUCTURAL PANELS, [NC ALUMINUM COMPOSITE PANElS STANDARD PANEL W/ALUMINUIoI SHEATHING 3105-HI4;'H-25 ALLOY 10 I EPS CORE DENSITY 'MND LOADS SCREEN &: VlN'rt ROOMS, CARPORTS, AND OTH(R (),,(N BUILDINGS 3', 0.019" ______NO_OH._______l'_OH._____2'_O H______LOH_ 100 MPH w. l. 14'- 7" 14'- 8' 15'- 1" 15'- 9' 110 MPH W. l. 13'-~" 1J'- 5' IJ'- 11' 14'- 7" 120 MPH W. l. 12'- 4. 12'- 6' 12'- 11' 1)'- 8. 3", 0024"______________________________________ 100 MPH W. L. 17'- 9" 17'- II" 18'- 3" 18'- 9' 110 MPH W. l. 15'- 3' 16'- 4' 15'- 9. 17'- 4. 120 t.lPH W l. 15'- 0' 15'- 2' 15'- 7" 16'- 2' 3', 0.032'______________________________________ 100 MPH W. l. 20'- 7. 20'- 9" 21'- 0' 21'- 6" 1'0 I.lPH W. l. 18'- 10. 18'- 11" 19'- 4' 19'- 10' 120 MPH W. l. 17'- 5. 17'- 5" 17'- 10' 18'- 5. DEAD + LIVE LOAD Ie OR/SNOW LOAD (INCLUOES 2 fI~ DEAD LOAD) ALL BUILDING TY?ES 3'x 0.019"__________________________________________ 221N 12'- o' 12'- 2. 12'- 8' 13'- 5' 321/SF 10'- 0' 10'- 9' 10'- 9' 11'- 8. 57f/Sf 7'- 6" 7'- 9. 8'- 6" 9'- 7. J", 0.024.__________________________________ 22f/~ 14'- 8' 14'- 10" 15'- 3" 15'- 10' 32fN 12'- 2" 12'- 4' 12'- 10' 13'- 7. 57f/~ 9'-'. 9'- 4' 9'- 11" 10'- II' J",O.032'____________________________ 22f/Sf 17'- o. 17'- 2" 17'- 6' 18'-'. 32f/Sf 14'- 2' 14'- 3' 14'- 8" 15'- 5" 57,/SF 10'- 9" 10'- 10' 11'- 5. 12'- 4. POST: J" , 3" , 0 060. 606J 0.72 1.19 $CALL (PED 16 J" . 3' , 0093" 6063 1.08 1.19 $CALL (PED T6 3. , J" , 0.125' 606J 1.44 1.17 SCAlL CffD T6 4" , 4" ,0.125" 6063 1.94 1.58 $CALL CffO 16 MEETS TIlE REOU1REl1Kl€T9' OF CHApTEP '205 S6C I\)')1 m D A 1[ REV1SlO'<S OiK 1/94 ~b ~6Z~ U'o:::l:::-c( zQ..=~o ~~i~~ ~~~~z :'.:o~:~ ~zBBd ~~=='" ~J;J;~ ~~f53u ~t=~~~0 i5'ii"'>- ;; uz>-otX. ~:J:'l5~~[';b :c: --<>- >-w~<5"'2; ~(jo<=i5u ~i~~"'~ <5~~~tx~ <= 8-0::> <bg;~i5 ~~~i5gVl '.l;f5~I3ll! ~;sij~ow 0lg:i51r~;; ~t:J ~~ VI"" "i~ ~~ i3"" tx~ ~~ ~g; J;i3 o~ ~~ OU &:"il ~~~ tSiilVl 'iioli ~~G ~~~ 2:v;\/") (/) a: UJ > o o o ::::; o (/) ~ @, g"~ ~~ @8 8g eft ~~ ~ ~~~ @ ~t:li3 ~ I :;;~~ @ ~~~~ ~~~H:;; i~w 0 "- .. :r: ~/~ 2 ~! t~/;11 c. . j NOV (} 9 "ISjj SEAL SlUT I 3cc [f 3 MANUFACTURERS PROPRIETARY SUPPLIES TABLE 1: CQt-;TINUW; I.lAX!I.IUM ROOf SPANS 'NI,~O LOADS SCREEN clc V1N'!t ROO,"S, CARPORTS, AND OTHER OPEN BUllOINC;<; 4', 0.019" ____NO_OH_______I' _OH_____j _OH_____3' _OH_ 100 I.IPH W. L. 18'- 0' 18'- I' 18'- 5' 18'- ,,' 110 I.IPH W. L. 16'- 5' 16'- 16' 16'- 11' \7'- 6' 120 I.IPH w. L. 15'- 2' 15'- 4' 15'- 8' 15'- 4' 4', 0.024' I ()() I.IPH W-L---20~-':---- - -20':--~----207:-6-;----2"-:.--O'--------- ---- 110 I.IPH w. L 18'- 4' 18'- 6' 18'- g' Ig'- 4' 120 '"PH W. L. 11'- 0' 11'- I' 11'- 6' 18'- 0' 4', 0032' _________________________________________________ 100 '"PH W. L. 2"- 4' 21'- 5' 21'- 8' 22'- 2' 110 I.IPH W. L. 19'- 5' Ig'- 6' Ig'- la' 20'- 4' 120 '"PH w. L. 18'- 0' 18'- I' 18'- 5' 19'- 0' DEAD + LM: LOAD It OR/SNOW LOAD (INCLUDES 2 IN DEAD LOAD) ALL BlJILDING TYPES 4',0019'___ ______ 221/SF 14'- 10' 15': 0' 1~-~---16;---O;------------ 321/SF 12'- J' 12'- 5' 12'- II' 13'- 8' 571/SF 9'- 2' 9'- 5' 10'- o. 11'- 0' 4., 0.024'__________________________________________ 221/SF 16'- 7. 15'- g' 11'- l' 17'- 8' 321/SF 13'- 9. 13'- II' 14'- 4" 15'- 0' 571/SF 10'- 4. 10'- 5' 11'- l' 11'- 11' 4', 0.032"______________________________________ 221/SF 11'- 7. 17'- 8' \8'- 0' 18'- 7' 321/SF 14'- 7. 14'- 9' 15'- l' 15'- 9' 571/SF 10'- I'. 11'- l' 11'- 7" 12'- 5' f,lANUFACTURERS PROPRIETARY SUPPLIES TABLE 1: CON TINU(O; I.IAXIMUfJ ROOf SPANS ~ND LOADS SCREEN clc V1N'!t ROO,"S, CARPORTS, AND OTHER oPEN BUILDINGS 5', 0 019' ______NO_O.H ________1' _0 H. ________j _OH._____3' _OH_ I()() I.IPH w. L. 20'- 9' 20'- la' 21'- I' 21'- 7' liD I.IPH 'If. L 18'- II' 19'- 0' 19'- 4' 19'- la' 120 I.IPH 'II L. 11'- 6' 17'- 8' 18'- 0' 18'- 6' 5', 0024' 100 MPH '11- L~- - --21':--8.-----21-;:::g;-----22~ -1;--22'~-S__------------ 110 I.IPH W. L 19'- g' Ig'- I" 20'- 2' 20'- 8' 120 MPH '/I. L. 18'- 4' 18'- 5' 18'- 9' 19'- 3' 5', 0032' , 00 I.IPH '11- -L~----22;----7;------22'~-8'-----2r::: -i1;--23::'--4' - ------------ '10 MPH 'Ii. L 20'- 7" 20'- 8' 21'- 0' 2"- 6' 120 MPH w. L. 19'- l' 19'- 2' 19'- 5" 20'- o. DEAD + L1~ LOAD clc OR/SNOW LOAD (INCtUOES 2 I/SF DEAD LOAD) ALL BlJILDING TWE S 5', 0.019' 22 I/SF -----'1:::-'-;---- -17'~--3:------i1:::-1-18' --2.;-------- -- 321/SF 14'- 2' 14'- 4' 14'- 9' 15'- 5' 571/SF 10'- 7" 10'- 10' 11'- 4' 12'- 2' 5', 0 024' ------------------------------------------------------ 221/SF 11'- 11' 18'- 0' 18'- 4' 18'- 10' 321/SF 14'- 10' 15'- 0' 15'- 4' 15'- 0' 571/SF 11'- I' 11'- 3' 11'- la' 12'- 7" 5', 0.032'______________________________________________ 221/SF 18'- 8" 18'- 9' 19'- l' 19'- 7' 321/SF 15'- 5' 15'- 7" 15'- II' 15'- 7. 571/SF 11'- 7" 11'- 9' 12'- 3' 13'- 0' TABLE 4: I.IAX. RQIY AREA FOR ALUfJi~'" CARPORT POST FOR ALLOWABLE ROOf AREA USE 'rnl6UT ARY AREA OvtR POST. EXAMPtE: S/2 = 1 clc W /2 = 6', + 2' OH = 1'X 8' = AREA (f 56 SF POST TYPE MAX. ALLOW. ROOf AREA FOR VARIWS mE POST IN SF D€SlG/'UOADS_AND ~NO_'lfLOCITY _LOADS_ POST HGT POST I.IAX I WALKON I()() I.IPH 110 MPH 120 I.IPH. J.x_J.xO.06O. jlOlL FORMEO"________________________ \2' - o. 5.200 260 347 289 248 16'- o. 3,640 182 243 202 173 2' ,_2',_0093" _OR_2',_3"'-')050' _EXTRtISlON.______________ 7' - 9' 6,960 348 454 387 331 12' - o. 4,060 203 270 226 193 Y x_2.x_0070" _EXTRtISION' _______________________ 8'- 2' 7,100 426 567 473 406 '2'- 0' 4,970 249 33' 276 235 3"x_3.xO.060. _SCAlL~ED.____________________________ 11'-10' 8,640 432 576 480 411 16'- o. 6,120 306 408 340 291 :r x_3" x_09Q' _TUBE .______________________________ _____ 11'-10' 12,960 648 864 720 617 15'- o. 9,180 459 612 510 437 3"'_3.' 0.125._ TU8E._____________________________ 13'- 3. 13,500 675 900 7':1) 543 16'- o. 8.000 500 667 556 476 4 "_ 4.x 0125._ TUBE' ___________________________ 15'- 9. 23.280 1154 1588 1293 1109 20' - O. 18,430 921 1229 1024 878 , ALLOY 6063 T-6 .. ALLOY 3105 HI6 I~~1~ l.;. ~CHEDULE Q~ PO~I IQ BEAM SIZE & fl OF THRU ~Q1TS B~Q~lBED BEAM SIZE ijINIMuij- - fI' /TIIRU BOLTS @ L= D POST SIZE 1/4" 2"X 3"X 0,0.5" TILT 3"X 3"X 0,06" Scalpd 1 2"X 4"X 0,05" TILT 3U{ 3"X 0,06" 1 2"X 4"X 0.044" X 0.12" 5MB 3"X 3"X 0,06" 2 2"X 4"X 0,044" X 0.15" 5MB 3"X 3"X 0,06" " 2 2"X 6"X 0,044" X 0,12" 13MB 3"X 3"X 0,093 3 2"X 7"X 0,050" X 0,13" 13MB 3"X 3"X 0,093 3 2"X 8"X 0,070" X 0.23" 5MB 3"X 3"X 0,125 4 2"X 9"X 0,070' x 0.23" 5MB 3"X 3"X 0.125 4 TABlE 5: I$QATEO FOOTINGS 1.1 AX1MU!J ROOf AREA IN SF FOR CARPOR T POS T W / ISOlA TE 0 FOOTING FOR BElO'll LISTED WINO vtLOCITY UPLIFT LOADS 100 I.IPH 110 I.IPH 120 I.IPH FOOTING TYPE clc Silt: POURED CONCRETE ,'-o.x I'-O'X 1'-0. 1'- 4.X 1'-4'X ,'- 4. l'-5'X 1'-6'X 2'-0' 1'-8"X 1'-8'X 2'-0. "-8"X 1'-8"X 2'-5. 2'-O'X 2'-O'X 2'-0. 2'-5.X 2'-6'X 2'-6. 25 72 136 156 229 288 386 21 51 115 134 195 257 331 29 86 153 187 275 346 453 PRE-CAST stAB '11/ 801 SACK-CRETE .!c BACKFILL O'lfR SlAB "-4"X 1'-4'X 2'-4. 117 97 56 + 1/2" 3,'8" 2 2 3 3 TABLE 2: MAX. ROOf BEA,14 SPANS FOR CARPORTS, SCREEN clc <1N'!t ROOfJ$ ANO OTHER OPEN STRUCTURES '11/ SQlO ROOfS 5063 T-5 ALLOY BEAM SIZE NOT!:: FOR SPAN 't. ON DRA~NC USE 'MOTH "'11'/2 + OH 2', 3",0050' TILT BEA" EXAMPLE: v.\DTH = 14'/2 + 2'= 9' 'MOTH 100 fJPH W. L 110 I.IPH '/I. L. 120 I.IPH 'II. L 5' 9'- 3" 8'- 5' 8'- 0" 6' 8'- 5' 7"- 8' 1'- 4' l' 7'- 10' 1'- l' 6'- 9. 8' 7'- 4' 6'- 8' 5'- 4' 9' EXAMPtE 5'- 10' 5'- 3' 5'- II. la' 5'- 5' 5'- II' 5'- 8" 11' 6'- 3' 5'- 8' 5'- 5' 12' 5'- II' 5'- 5' 5'- 2' 2.x .., O.OSO.x TilT BEAI.I :i' 11'- 3"------10'7:-3~-----g::::_g._------ 5' 10'- 3' 9'- 5' 8'-11' 7' 9'- 6' 8'- 8' 8'- 3' 8' 8'-11' 8'- 2. 7'- g' 9' 8'- 5' 7'- 8' 1'- 3' la' 8'- o' 7'- 3' 5'-11' II' 7'- 7' 6'-11' 6'- 7. '2" 1'- 3' 6'- 8. 5'- 3' 2', 4'x 0044'x 0120' S.fJB. 5' 14'-10' ------lr:-6.----12~~------ 6' 13'- 5' 12'- 4' 11'- 8' l' 12'- 6' 11'- 5. 10'-10' 8' 11'- 8. 10'- 8' 10'- " g' 1\'- o. 10'- l' 9'- 5. la' 10'- 5' 9'- 6. 9'- 0' II' 10'- 0' 9'- " 8'- 7' 12' 9'- 6. 8'- 8. 8'- 3. 2"x 5., OOSO.x 0120' S.fJB. 5' 11'- 6' ------16c-O.----15~.------ 5' 15'- O. 14'- 7" 13"-10' l' 14'-10' 13'- 6' 12'-10' 8' 13"-10' 12'- 7. 12'- 0' 9' 13'- 0' 11'-11' 11'- 3' 10' 12'- l' 11'- 9' 10'- 8' \ t' 1 \'-10' 10'- 9' 10'- 3' 12' 11'- 3' 10'- 4" 9'- 9" 2', 5', 0050., 0120. S.I.I B. 5' 18'- 9' 5' 18'- g' l' 11'- 4' 8' 15'- 3' 9' 15'- 4" 10' 14'- 5' II' 13'-10' 12' 13'- 3" 2'x 7', 0050., 0.120. S~ B. l' 19'- " 8' 11'-10' 9' 16'-10' la' 15'-11' II' 12'- Z- 12' 14'- 5' 13' 14'- 0' 14' 13'- 5. 2", 8', 0070\ 0224. $.fJ8. l' 25'-10. 8' 24'- 2" 9' 22'- 9' 10' 21'- 7" 11' 20'- 7' 12' 19'- 8. 13' 18'-11' 14' 18'- 3' 2', 9.x 0070', 0224' S.fJ B 7' 28'- 0' 8' 26'- 2' 9' 24"- 8' 10' 23'- 5" 11' 22"- 4. 12' 21'- 4' 13' 20'- 5' 14' 19'-10" -----,-7-::-;O~---20~~------ 11- l' 15'- 5. 15'-10" 15'- 0" 14'-10. 14'- ,. 14'- 0' 13'- 3' 13'- 3. 12'- 5. 12'- 8' 12'- 0" 12'- l' 11'- 5' ----17~.~;~-----~:-6.--------- 16'- 3" 15'- 5' 15'- 4. 14"- 6. 14'- 5" 13"- 9' 13"-10' '3"- 2. 13'- 3' 12'- 7. 12'- 9' '\'-10. 12'- 3. ,1'- 4. 23'- 7. 22'- 0" 20'- 9. 19'- 8. 18'- g. 18'- 0" 17' - 3' 16'- 8. 22" - 4' 20'-1'. 19'- 8. 18'- 8. 17'-10. 17' - 1. 15'- 0' 15'- 5. OAT[ R['I1Sl(NS CH 1 94 ~l5 VlVl ~w ~~ /SW ziE ~::s "'''- OVl ~g iE~ iEg; ~@ 0'" ~8 aU [f~i ~~~ "':> '-'CDVl ~~~ ~~G w~~ ~t;;....., w w ';l'z'" t.>~I"~ Z~I--zo ~"':it.>~ ~w ~u oco~(,/'\z _:r.:Eu ~~B~~ i5~iE~i5S o~~~~ ~~~3u ~:::~~~vi ~~:::l_L...~ :;:~~~~~ ;l ,-<~~ t,W;!;~::f~ otio<=~u oztx-< ~w:>~:oI< i ~wt.> ~~::S~Vl~ ~ 0-0::;) <~w bi ::f &~"'~ ::Sl:uO\g~ ~~~~~ ~(5.tja:::ow ;;I[f5:t~iE f/) ex:: w > o () o :J o f/) ~ B g~ ~~ @>u @]z at ~ :: ~~ ~ ~-~ @) ~~~ ~'~<i~ IX I-- . r--. , ~IX ~..,. IS 5~~.!. G3 z~~i€ 0-.--:;;;- =~~ SHEET , 3)(Q1 CF ~3