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Home My WebLink About97-6582 BUILDING PERMIT N~ Permit CITY OF ZEPHYRHILLS (813) 788-6611 6582e -6/J. o-D -~ ~D~ Date .3 - aj'-7lJ' , ~ ELECTRICAL PLUMBING MECHANICAL Sewer Conn Job Address: Parcell.D. # Zoning: Ener~e: Description of Wor~ :-;::,'~ /') ~ /~ Water Conn: Water Meter: T.LF.'s: -0 7 () Radon Gas: ;J e V'll NO OCCUPANCY BEFORE C.O. FINAL Complete Plans, Specifications and Fee Must Accompany Application. C.O. All work shall be performed in accordance with City Codes and Ordinances. DATE Inspector i?vb City License Registration # State Certified License# Permit Fee ..3 eQ ~ V V Signature .t,~) ~ ~)-""- ~ Company Address Telephone# Valuation or Contract Price c2.Sc77:J . trD / ~ Jyl.1) ..J\ ~ BUILDING ELECTRICAL PLUMBING MECHANICAL Ftr. Pre SLB Lintel FRM. Insul. CL WL Tp. Servo Rough In Meter Can Const. Pole Pool Pre-Meter Final SLB Tub Set Water Sewer Final Breakers Ducts Insl. Compressor 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. APPLICATION FOR PERMIT CITY OF ZEPHYRHILLS BUILDING DEPARTMENT 3-/r -77" ." OWNER' S ADDRESS '- 5 t, 0 7 / J.. ~ SAM~~ LEGAL DESCRIPTION: LOT (St):. 7 BLOCK / () f SUBDIVISION (PARCEL LD.,''') / J - :J. (p-eJ j- DD 10 -/D'fDO - 0 D 7D (OBTAIN FROM PROPERTY TAX NOTICE) ,- ,~- ~ OIl1lKR'S - J./Vt! / {~<!.. 0(- 1: I1J4A DE l3. E LL PHONE 'i? 13 - 'Z ~O - /35'f S TR L: El - Z FPi4 tR H /LL.!;' - 1=L. - 3 354- D JOB ADDRESS. .......~.-.--- WORK PROPOSED:_New Construction _Addition _Alteration _Repair _Install _Sign _Move (PA'1'iD /loOF OVE~ PROPOSED USE: L.Single FUlily _K/F _DeJlolish . l!'Ss~<") . (AS Pc R " Ii tlc.flNfiIE S . ) I: 'I. 1ST {fv 6- CO NC. R E-r-c 'S l A 6 _, of Units _K/H _eo..ercial _Indust. _Swia. Pool _Other '\ (S-rRuC'/u R~L PAWEL9) _Restaurant & Health Departaent Approval ATl.J.\~J..I Ti> i-lou Sf DESCRIPTION OF WORK:../ 8 -rib RtJDF-nllER" ~ ALVN I'UM Root= K,T e g:. "v ^ 4.L' BUILDING SIZE:' .3 A...aUL. c'J. '30 / " Square Feet, 7 5 Height RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. COMMERCIAL ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORKS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. ~~ILDING IV () ELECTRICAL ~MEGBAlUCAL PERMITS REOUESTED $ Valuation of Total Construction AMP Service Florida Power Corp. W.R.E.C. $ Valuation of Mechanical Installation IV 0 PLUMBING GAS ROOFING SPECIALTY TYPE OF CONSTRUCTION: _Bloclt _Fraae _Steel Other FlliISHED FLOOR ELEVATIONS: FT. IS PROJECT IN FLOOD ZONE AREA? ****************************************** YES NO BlJTT.nm CONTRACTOR SECTION GOHPANY V \/~R.a..-"'J71.PA.J :) ... J /J/J .~, . /1 /J IJ State Cert. or Regist. , L~~~~ City License Registration' ****************************************** Signature v ELECTRICIAN COMPANY State Cert. or Regist. , City License Registration * ****************************************** SianJllture PLUMBER COMPANY State Cert. or Regist. . City License Registration , ****************************************** Signature MECHANICAL COMPANY State Cert. or Regist. , City License Registration , ************~***************************** Signature OTRRR COMPANY State Cert. or Regist. , City License Registration # ****************************************** Signature APPLICATION APPROVED BY PERMIT OFFICER. '. CONDITIONS OF PERMIT AFFIDAVIT A.". NOTICE OF DEED RESTRICTIONS The undersigned understands that this perlit lay be subject to "deed restrictions" whicb lay be lOre restrictive tban City regulations. !be undersigned assUles responsibility for COIpliance witb any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner bas hired a contractor or contractors to undertake work, they JaY be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor lay be cited for a lisdl!leanor violation under state law. If the ower or intended contractor are uncertain as to wbat licensing requireJents lay apply for the intended work, they are advised to contact the City of Zephyrbills Building DepartJent, (813) 788-6611. FurtherlOre, if the owner has bired a contractor or contractors, be is advised to bave the contractor(s) sign portions of the "Contractor Sections" of this application for which they will be responsible. If you, as, the owner sign as the contractor, you are indicating that you, rather than the contractor, are responsible for the work. If tbe contractor wisbes you to sign as contractor that lay be an indication that be is not properly licensed and is not entitled to perlitting privileges in the City of Zepbyrhills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, bave been provided with a copy of -Florida's Construction Lien Law - HOIeowner's Protection Guide" prepared by the Florida DepartJent of Agriculture and ConsUler Affairs. If the applicant is sOleone other than the -owner", I certify that I bave obtained a copy of the above described docUJeDt and prolise in good faith to deliver it to the "owner" prior to COJJeDceaent. E. CONTRACTOR'SjOWNER'S AFFIDAVIT I certify that all the inforlation in this application is accurate and that all work will be done in cOlpliance with all applicable laws regulating construction, zoning, and land developaent. Application is bereby lade to obtain a perlit to do work and installation as indicated. I certify that no work or installation bas cOllenced prior to issuance of a perlit and tbat all work will be perfoIJed to leet'standards of all laws regulating construction, City codes, zoning regulations, and-land developlent regulations in t4~ jurisdiction. I also certify that I understand that the regulations of other governJeDtal agencies JaY apply to the intended wort, and that it is IY responsibility to identify what actions I lust take to be in cOlpliance. Such agencies include but are not lilited to: * DepartJent of EnviroDlental Regulation - Cypress Baybeads, Wetland Areas and EnviroDlentally Sensitive Lands, Water/Wastewater TreatJent * Southwest Florida Water ManageJent District - Wells, Cypress Baybeads, Wetland Areas, Altering Watercourses * ArlY Corps of Engineers - Seawalls, Docks, Navigable Waterways * DepartJent of Health & Rebabilitative Services, EnvirODJeDtal Health Unit - Wells, Wastewater TreatJent, Septic ranks * US EnviroDJeDtal Protection Agency - Asbestos abateJent I also certify that, if fill laterial is to be used in Flood Zone "A" or "A,etc.", it is understood that a drainage plan addressing a "cOJpensating voluae" will be subJitted wbicb is prepared by a professional engineer registered in the State of Florida prior to perlit. issuance. A perlit issued sball be construed to be a license to proceed witb the worl and not as authority to violate, cancel alter, or set aside any provisions of tbe technical codes, nor sball is~uance of a perlit prevent the Building Official frOJ thereafter requiring a correction of errors in plans, construction, or violations of any code. Every perlit issued sball beCOJe invalid unless the work authorized by such perlit is cOlIBnced within six IOnths of issuance, or if work authorized by the perlit is suspended or abandoned for a period of six IOnths after the tile tbe work is cOIIenced. One 90 day extension of tile, JaY be allowed for the perlit with fee cbarge of $15.00. The extension shall be requested in writing to the Building Official. An approved inspection lust be logged during eacb six IOntb period, or the project will be considered abandoned. WARMING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVHIlBIfS TO YOUR PROPERTY. IF YOU INTBND TO OBTAIN FINAHCING, CONSULT WITH YOUR LBNDBR OR All AnORMBY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOBS UNDER $2,500 IN VALUE DO NOT NEED TO RECORD AND POST A "NOTICB OF COMMENCEMENT". SIGIIATURE: OWIIER OR AGENT SIGNATURE: CONTRACTOR STATE OF FLORIDA COUN'l'Y OF The foregoing instrument was acknowledged before me this , 19____ by STATE OF FLORIDA coum OF The foregoing instrument was acknowledged before me this , 19_____ by who is personally known to me or who has produced as identification and who did/did not take an oath. who is personally known to me or who has produced as identification and who did/did not take an oath. (Signature) (Signature) (Name Typed, Printed or Stamped) NOTARY PUBLIC (Name Typed, Printed or Stamped) NOTARY PUBLIC ---4---rAH~A--DETERMINED TO~ BE OUTSIDE SOD-YEAR FLOOD PLAIN). FOR: WILLIS & EMMA DEBELL DATE OF SURVEY: JUNE 17, 1993 BOUNDARY AND LOCATION SURVEY ORDER '10262-ZH CERTIFIED TO STEVE HERMAN, P.A. WILLIS & EMMA DEBELL REV: JUNE 25, 1993 (~ RFPLIlcm NIX) --J- -. SCALE: 1"=30' . ---: ~o/ ISf 0 J 30' {j .........- .q 1...91,;- ----- ----- ----- Ii' \ '0 ~\~- . ..~ -,:;c~.... ~ -"-"---.. ...---"- ----- ../" -- ,../" \\...---"'-- ~ -- .........- -- \- -~\ ../" .....---- to . of /' l:~"" LEGEND ~ A~- 6'ftl - ~ '.IJl. '.IJl. ,...... F.e.... 5.<.1< c.u. WI. P". LJ'. - CA '>u. P.OL. tw ". ".CJt. OlE CVT C.T.Y. T._ T.o... _w... ...... .....w... Sr., hit R.. F hIM! ..... "od F.......... ,..,. F.... c.e...t. ~ S.t CeMt.t.. ~t Ch-. u.,_ w... '-.c. -- ......- - c__ 'h _""- -....... c_..... ,........,~w.. .... .... ~ c.a-... ~ -- -.- c.... T........ T.,., ... T.. .f .... MMft ..... w.... UrIt ........ L.... ..... LN.". u... SURVEYORS Hons 1. No underground 1nstall.t1ons or illprovements have been located ('xcept as noted. . 2. No instruments of record reflecting easements. rights of way, and or ownership were furnished this surveyor except as Shown. J. This survey was prepared without the benefit of . title search. C. Fred Deuel 8. ST. P~T~RS8IJRG Associates, Inc. Z~PHYRHlLLS NOT VAliD UNLESS ElIlIJOSSED WIT/I A SEAL TIllS S rAMP IS RED I HEREBY CERTIFY THAT THE SURVEY SHOWN HEREON MEETS THE 'olINIMUM STANDAROS OF CHAPTER 21HH-6 FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027 FLORIlA STATUTES DAVID . ARH5TRONcy C. FRED DEUEL & ASSOCIATES, INC. 5151 GALL BOULEVARD ZEPHYRHILLS, FLORIDA 33541 (813) 782-6717 "'H:lJ OWN. BY.' e.e. ell.. eKP. BY: J./4 ~ UJ ~ - ~r ~. .-':: ,,;.r: ~,,' . .A-...J?!2 ~--~ ~L Sin ,--(II r Ll1Y: ~-=-~~_=-b:J~~~_-::~.rec..l~ I C.! .(?a.i0- ~ ~ : ,3# klxr: , o~~ fb.Y\5 J...'8/ \ '2I4..L FouR P"STS .;1.& . .. . ~ .. , . 4-' ~(C~ TrH- Beq~ wi;. .1)l'K3Y;/ toH-s : ~ '--~ ........ "" ~ 3><:3 PG\?+ ~fXt-lVlj lb fer YSI'/)eer:~ ..... ~ Anch:>r o.s fer ~l"eM'~) U K t:.l(iStIN& Q ?~ // ... 'l. '. " " " , ,-\~r ~ '~ , I ') ~hd~ ~ per' lZ{)lneen'~ J ~ ~ t ~ ~ ,~ ()) ~ ~ -:Q x.. lW. / ANOi~ "'" TH HEADffi ~ANNn. ~ U ~ (II ~ (/l o J: r.no s;> m BOJ,j surCT L fR1).l T ASU: 2 wooo FlWoIE SHED w / 2Ax.. P1<(SSlJR( TREArED P1N[ ptATE: AN01~ TO COOO<fTt W/ 1/.. ARl8XlNO<f TE F AS TEN ERS o .'-0. O.C. F'RCN T Wm. 8(AJ.I SELECT L F'RCU TAStE 2 SHAOlNG 'T"rn t DENOTES EXTERl~ POS T R1Xf'. AA!A sa: T....au: . SC'iADING TYP( U . OE:NOT!S IN~~ POST 1oIAX. ROOl'" AA!A ~E T.lSU: . ~W .L W-J.[ 1- W/2 -L- 'It -J, 'N/2+(>>J. Io4JN. 3",d",.o.~. 11-!RU SIX TED TO HEAO(R PeST AN~O TO COOCRtT! sc:e: O€T All. T'11'1CA!. REQlJIREO PeST DOUBLE CARPORT 'MTI-i CEN TER POST J- REC(MNO CHANNEL AN01~ W/ J EACH f3 $)"IS P€R FOOT " ~ a ~ '" ~ ----- 2"~_ !.lID SPAN B€.IJA SiMPLE: SPAN TABU: 2 TASU: 1 ROO=' P,A,.';(LS SPA~ '-1":.\ CARRlER 8€AM - .3"xJ" POST 2500 PSI COOCRtTE: w/ 5x6 ~lO(O WoRE l.IESH 0V"t.R VAPOR BARRiER i 3 1/2" C()NO'(TE SlAB .L .L VARIES SEcnON THROUGH CARPORT ANCHOR 'MTH HEAOE~ CHA.....Nt:l 2"x_" ctNTER PURUN ev.u S:€:U:CT '1.: FROY T A8Lr 2 Al.. T!RNA T!; 'NO(;() FRAhlE S}i(O W / 2"x." PRiSSURE TREAT(!) P1NE ptA T! AN010R TO cooc. W/I/." COOC. FASTENERS .'-0'" O.C. \.oJ c.: ~ U ::J ~ (/l ~ CIl o J: <.) Z >= ~ SillCT S(AlI t..J ~ rAa.E 2 ~ rrft I SC:E TABlE. FRONT WALL B(AM SOl: C T L FROlo/ TABU: 2 SHAl)NG T'fP€ , 'L sa TASLE: · f--W L W-J. 1- W/2 J..-- ~ --J 'N/2 + O.H. DOUBLE CARPORT WITHOUT CENTER POST REcrJ'-'NC CHANNEL " 2"x____ LAIO SPAN e:€AM ~E SiMPlE SPAN ~ t..J a: ~ U :) a: .... V' .... V' 'f J J"~.3"xO.06" MST / 2500 PSI C()NCRf: TE W / 6~ \l.€LI)(D 'MRE I.lESH O~R VAPOR BAR.'!iER 3 '/2- CONCllETt SlAB ROOf' P,l.NElS SPAcr !.lAY. SEE TASLE' ______ TABLE. S?A~ LA AX. J4 VARIES SECTION THROUGH CARPORT 00 r.OT 8l00< fiRE DJT '1'lINOOW ~O VARIES ~ U ::J ~ (/l ~ (II o J: <.) ~ "..". v ARlt$ (/l B ~ \.oJ s<:e: TABLE l ~ 2" x _ FROO T WAlL SUJ,I snECT 'to' fROIof TABU: 2 uS( \. . 'if /2 + O.H.. 3"xJ- flUTED POST "'AX. HeT. 12'-0" F~ 120 t.(?H ~LOOTY SlNCLE CARPORT 2" x _ ~oo PER TABLE AN01~ I" x 2" ,.0.04." PlAT! TO CONCRtTE \IIllii 1/." x 2 1/2" CONCRETE ,l.NCHQRS 'Mil-llN 6" 'Y EACH SIO( 'Y EACH PeST 0 2." O.c. lAAX. ~ 'lliROOCH ANCt! 0 2." O.c. t.lAX.' lAIN. 3 1/2~ sua 2500 PSI COOC. 6.6-1 Ox1 0 W. 'N.M. ~ F&R LAESH 3 110 x I" $US INTO SCREW SlOTS I" x 2" EXTRUSlW / 1 1/8" 1dIN.. IN COOo=:ETt POST TO BASE AND POST TO BEAM DETAIL ptA T! TO ec: S~E WALL 11-!loo.ESS AS ev..w PlA Tt CAN 8E INSlOE: OR 0lJ TSlOE: 8UJ,l OR LAP C1.J T ee:AM SPUct SHALL ee: MIN. Of' d-1/2" H(IQ1T AND 2(d-t/2"> IN L(NClii l.liN. SCREl'iS PER SPUct TOTAl.. I S<< 'Y spua: 2" x ." . I 2 2" x 5" . I 2 2" x 6" . / 2 2"xr 6/3 2" l( 8" 8 I . 2" x 9" 10 / 5 SPtlc( TO 8E LOCATED 1/. TO 1/3 ee:AM $?AN AND STAGC(RB) EACH S10( OF SHF IotA TING 8€AJ.l -r d-l/'21- d 'iF 1 dfv2" d-HElGl-tT 'Y BEAM + + 1 ,. !olAX. O(NOTES SCREW PATTERN NOT NlJ'-IBffi 'Y sa;:(W$ TYPICAL BEAM $PUCE DETAIL ~/. J/." r 2.- L / TIY ~ (;R).O( POST IN OJNO'ETE W/ ,. 0lA. BAR 12" LeNO NeTE; NO fooTLNO RE001 Rt(' EXCtPT ~::N ADORtSSI'4G EROSION POlJREO CONCRETE 2' -0' I.4IN. '~IN. 2500 PSI OJNC. w/ /"" 8U~ SlOPE 0.6-'Ox'0 'Ii.N. l.iESH OR REfER TO TABlE 5 r I f'l8(R t.lESH T'rP1CAL ~~ J I i5 BAR CONT. 1 f4 SAR CON "/2'~ "...~ _~ ,.,~ ::O(~~~~~ c<I~ -# f"lA T SV)f'E / NO fCOTiNG t.lOOO~A TE SlOP~ fOOTiNG ST(EP SlOPE: fOOTiNG o - 2-/12" 2'/12' - "-10' > "-10' SLA3 DETAILS ADDRESSING EROSION JOB N.A.ME ~"x~" flUTED ~T 'HRA?ffD W / rE:L T PAPER 3/8" xJ , /2' BOl T 80 lB. 2~ PSI CONCRf:TE F'RE-I.'JX ~"x3" BAS! r o L .) LL-lY ;. ". .... .,' ....:... . r- '.~..":.,'.",:~ ':',~:. ~';.. ~ L- 10" --.i "- AWMINUM CONvt:NT10NAL CONSTRUCTiO:'-/ PORCH POST CONNEC~ON ISOLA TED FOOTING S('E COONECTiOO OE:TAJl w ~ J: w ...J 8 :J \.) ~ V' X \.oJ 12. x P AN (sa CHARTS) USi 'W' TO Sfi(CT P.A.'l f~ R!Q(JIREO $?AN 2" x 2" x 0.04." AlUWlNU\,/ ~ 2" x .. 0 2." o.c. Llfl,l8(R STR1.ICMW. GAAOE: THERSolAl PlY \OlITH SlO4NG SHE:O IS rRAMEO WALL A Ti A01ED TO HOST STR1XTUR( I/Z" L-B<<.TS FOR 2" x." P.T. PlAT! OR COOCRETE A.~ 0 .'-0" O.c. ...,., I" VARiES F~ FROOT 8(.lj,j U~ 'I.:-W/2+0.H. stE CONCRETE ~T).JLS UTlU1l' SHED AND CARPORT WALL SECTION NO TES: 1. AN~ Pm5 TO HEADER CHANI'El 'MTH (3) #10 x 1/2" S.W.s. wi WASHER. 2. ANO<R PANS TO ROOF' S(AUS .....TH (J) 110 x 1/2" SJA.S. w/ wASl-i(R. 3. AN~ C1X.UI./N TO COOCRf:TE flOO'l 'MTH 2-1/." x J" ~T! ANCH~. .. AN~ C1X.Ul./N TO 8AS:€: PlATt 'MTH 1-1/." S.S. B<<.T SH CONNEcnw OETAil 2" x ." LU!.48(R Tc.:> PLAre: ....TH ROOf w ~ J: w ...J 8 2 \.) Z >= V' X w (j o . . C'< o V' o 2 V' 2" x 2" x 0,1}<<" AlUIolIN1.;Ll ~ 2" x ." 0 2." O.C. lU\lBER S T'R1JCTURAL (;R).D( 11-!ER!ol).l. Pl '( ""'11-! SJOING . . " 2" x ." P. T,P. PlAT! 'MTH 3/8"x. 1/2" CONCREre: ,l.N01~ I C'< SEE CCNCRETE CETAlLS SECil0N THROUCH UTllI1l' ROOM FASTENEO O(TtR\.\lN(Q 8Asro ON CONSTRUCTiOO (A HOST STRUCTURE pm ~ ~POSlre: PANELS. / use: COOROSlON RE:SlSTM:~. PANS ANCHORm 'N/ f10XI/2" 0 Jf?AN INTO REC8'<1~ ~AANEL ANO I f10...'/2" 0 R1OC-E CAP CONNECTION TO Rf.:a;I'<lNG CHANNel.. COolPOSl re: PANELS US( 1/."x t+l/Z" v.tTH II." WASHERS SCREW THROOCH REroV1NG CHANNEL fROI.f TOP CAUL!< AU C(lNNECTIOOS. EXTRUOE: D OR 6RE AJ<l.lE:T A!. HEADER 0,03Z. !olIN. ca.lNECl1QN REoolRED (sa DETAIL) CONNECTION TO HOST STRUCTURE HOST STRVCTUR! OR FAOA & SliB-fAOA COONECTiON REoolRElJENTS fOR vARlOOS L~ COO~i100s lOAD CONClTIONS ClASS ROC4.4S 'MNO ~lOOTY LOADS OE:AD + UVC: lOADS HOST STRuCTURE 100 lolPH 110 !.4PH 12Q I.lPH Z21/S1 n,;s; ~71/SF I. COOCRti! 1/..xl-1/8" COOCRE:T'e: SCREWS 0 12" 0,c.------>2 0 ,. O.c. 2. WOOO fRAAE 1/."><2" LAC SCREWS 0 6" O.c.------------>2 0 ,- O,C. SCREEN, V1N'Tt. ANO CARP~TS . HOST STRUCTURE 100 MPH 110 !.4PH 120 t.lPH 221/Sf 321/Sf 571/Sf" 1. CONCRETE 1/."xl-l/8" COOCRf:Tt SCRE'NS 0 12" O,C.------>2 0 ,. O.C. 2, WQQO fRAAE 1/4"~2" LAO SCRE'NS 0 12" 0.C.----------->2 0 I' O.C. NOrES: WQ/Xl STRUCTURES SHOUt.D CONNECT TO TRUSS BUTTS OR 11-!E $liB FACIA fRA.LAJNG 'NHERE POSSiBLE ONLY 15~ Of' SCRE'NS CAN 8E OUTSlOE THe: TRUSS 8UTTS/S1J8 FAOA A.~O THOSE: ARE:.AS SHALL HAVE: OOlJSLE: A.~Cri~S AlL SCR(.tl($ INTO friE: HOST STRUCTURE SHAlL HAVE: 1041N 1-1/." WASHERS OR SHALL 8€ WASriER HEADED SCREWS. ADDRESS ~ (/l ;z; <O~ - -~ ~ f5~ :t ~a ~Ci: ~ iE~ Q~ ~ 5~ OVl ~ i j3 ~~ : ~ ow ",,3 8 ~ ~iE ~o u::> Vl5ri1\.oJj \.) 'Q ~o~ @w., ~ ;:g ~wu ...JIl'::J 0 I VI \')~I 3~" o<~ ZuO a:I Zw ~a:I~ O::J- wo Wo =~e ~ 2a ~~-i ffi~~ ~ ~ ""A i5 0" j: 0. Wu ill;:;'" O::ZU 0( Wz "";l;W <aU Z 0< ~~i: ~3~ ~ ~~ :I:a:~ ....U.. 0 ><,., 1"'00 Vl11iv a:l1::~ ..: ('oj"'; tJ) a: UJ :> o <.:> o w J: <.> < l- :- < ~ @S .... ~~ C'~ ~~ @l~ @~ ~~ ~ ~~ ~~ ~~~ W -....1/'\ @l 0 5~~ ~ I Ii 6,!. 0:: o:l . '" ~ r.J\i:::l~~~"" l2'z...~w-;- =wg5g~ ...J./ . ~ a x ~qo.:j< /. 0..... "- $HEE T f 1] ;.e DRAWING I 'i. ~OR 1 PER.\i1T ON! TA8l! 2: ",AX. RO(;I' 6UJA SPANS f~ C~TS. SCRE(N &: IMfT1.. RQC4.iS AND , OTH(Ra>(M Sil<IJCilJRES 'ill $C4JO ROO'S 6063,T-6 AllOY EXAMPlE: f~ SPAN "L" ~ DAA'MNG l.rsc: LOAD 'RIOTH - "Vi" /1 + D.H. 2 x ..x 0.050. TIlf 8UJ,f: LQAO 'MOTH - 1.'/2 + 29.H. - 9' LOAD 'HTH - g'; LL 0 2211SF &,A.U SPA.'l - r- J BUJ.C SIZE SV.Y SPAN f~ DESlCNATEO LOADS 6Ul.I U~ LOAD WINO LOAD LOAD \'/lOTH Z21/S; J21/Sf 100 "'PH 110 WPH 2.x 3",.0.(0)" Tit T SOJA ~ 2"x l"x<J.OSO- EXTRUSION ~' ~r- ,. 5'- r 9'- 0" 6' 7'- .. 6'- 0" 8'- J" r 5'-10" ~'- 6. r- 5. S' 6'- 5. 5'- ". 1- ?: g' 6'- O. .'-li" 6'- 9 10' 5'- a. .'- a. 5'- ~. II' 5'- ~" .'- ~. 5'- 1 1.1' ~'- 2" .'- J" 5'-10. 2"x '."x 0.050"" TILT 6()J.( ~ 5' , 9'- 9" 8'- 0" <!: t' 6' a'-l1' 1- J' 1 - 0" T 8'- J" 6'- g. g'- J" 8' 1- g" 6'- J. 8"- a" g' EXAJ.lPtE r- J" ~'-11" 8'- I" 10' 5'-11" ~'- r 1- g" ,,' 6'- r ~'- .' 7'- .. 12' 6'- S" 5'- O' 1'- iJ 2"x .'x O_O<<"x 0.120' $J4.B. 5' 1"'-10" 10'- 5. 5' 11"- a" 9'- 6. l' 10'-10. 8"-10. 8' 10'- l' 8'- 3' 9' 9'- 6" 7'- 9' 10' 9'- l' 1- 5' II' 8'- 8. 1- o' 12' e'- J' 6'- 9' 2.x 5"x O.050"x 0.120" 5.,1,1.8. S' 15'- 2" 1"'-.' 6' 13'-10" li'- J" 1 12"-10. 10'- S' a' 1"'- Q'" g'- g. 9' 11"- J. 9'- 2' 10' 10'- 8" ({- 9' ,,' 10'- J. S'- .. 12' 9'- 9' 8'- 8" 2"x 7"x O.OO2"x 0.120" Sol,1.8. f . 17"-1" ,.'- f . 19::: l~::; , 1.'-" lr-l" 1 ' 1!'-. 1).'-" p" \ ':~" 11f::" ,~' 1 ' - ,. '-1 " I.' 1 - a" '-. 2"x rx 0.062.x O,I~" 5."'.8. 6' la' -.. 15'- 0" z: lr.- ~ '~-1~: 9' 15,:'b" 11:'" 10' 1.'-10' 11 - 7 11' '*- 7" 11'- I' lZ' 1 '- 0" '8'- 7' IS 1 - 6' I '- 2' 14' tt-7" 9'-10' 2"x ~"x o.on.x o.n.. ~"'.g. 1 21-g IT-g. ~: f~:~: ~f: ~: 10' 18'- ,," 1.'-10. 1\' 1/- f. 'f'- f 13: W: 0- I.: 0: 14' 1~'- S. 1 '- r 2"x 9.)( o.on"x 0.2".' <: \.l.B. r 2.fo_ 2r 19'- 9' 21'- O. 2.'- 2. 22"- l' 8' 2"'- r la'- 6' 2~'- J" 2"'- 7" """~" 9' 21'-.' 11'- 5. 23'-10. 21~- .' 19'(-- 6'f1 la' 20'- J' 15'- 6. 2"'- 7.' Z(\' '" ,~'- 6' 1" 19'- J- 15'- 9' 21'" 0 19'1'-- J'i 17'1'- 7" 12" 18'- 5. 15'-" 20': a' 18'- 5' 16'-10- 13' 17'- 9' 14'-.... 19'-I(r lr- o. t""- ," 14' 17'- ,. 13'-11" 19'- 1 lr- ,'I 15'1'- 7 2"x 0")( o.on.)( 0.J10' <: 1.4..8. l 20'-11'" 21'-11" JO'- 1- 26'-11" 2.'- 7- 8' 25'- 2. ZO'- o. 28'- 2. 25'- 2" 2"'-11. 9' 23'- 9" 19'-." 26'- 6. ZJ'- 9. zi'- a" 10' 2"'- 6. 18'- 4. 25'- ". 'Y'}'_ ",. .,..,'- "," II' 2;'- 5. lr- 6' 2.'- 0'" ii~- 5"- 191'- 7" 12' 20'- 5. 10'- 9. 2t-ll. 2~r- o. l!f- g. '3' 19'- 9. 16'- ,. 22 - 1. 19 - 9" 18 - O' 14' 19'- 0" 15'- 6" 21'- J" 19'- O. 17'- .. 1. r"E: SMALLER SPnl rRQl.l Tr\( L.L CR Tr\( 'MNO LOAD TABLE CO~RNS. TABlE 1: IoIAXIIoIU\.4 sPANS f~ STANOARO ALU\.<lNUU R~ PANUS ~ .3105 H-14 ~ H-25 "LLCY WINO LOADS: CARf'()RTS, $CRUN RCUlS, AND OTHER CR{N BUIlOlNCS O.H, CONOITION NO 0, H. I' O. H. 2' O. H. J" O. H. 1-1/..x_0.025' 100 l.lPi1W. L 7" - f- 110 I.lPH W. L S' 120 t./?H W. L ~'-1. 1-1/.'x_O.032' 100 I.I?HVI. L. 1\0 I.IPH W. L 120 I.I"H W. L. 1-3/.')(_0.025' 100 I.l?HW. L 110 lolPH W. L 120 I.IPH W. L 1-3/..x_O.0-32. 1?8 ~m:: c: 120 "'PH W. L J-x.-O.026' 100 I.I?H W. L lX- l' 110 I.IPH W, L. 11 - 9" 120 I.IPH W. L. 10'- 8. 3"x_0.032" 100 ",PHW. L 15'- .... ,"'- 8. lID I.IPH W. L 13'-10"" 1~- 0" 120 '"'PH W. L. 12'- 8. 12'-10' uve: LOAD; ALL BuILDING ~S O.H. CCN04TICN NO O. H. I' Q. H. 1-1/. .x_0.026" 20 liS; L L r- o. 30 IISf' L L 5'- 9. 1-1/..x_0.0-32- 20 IISf' L. L. 8'- J. 30 liS; L. L. 5' - 9. 1-3/..)(_0.026. 20 Ily I.. L. JO 11$1 L. L 1-3/.-,,_0.032" 20 I;s.~ L. L JO I/SF' L L 3.,,_0026" 20 I/SF' L. L. lJ'- J. JO liS; L L 10'- 9- 3.,,_0032. 20 11$1 L L. 15'- I. 15'- 2. 15'- 7" 16'- 2" JO liS; L L 12'- J" 12'- 5' 12'-". lJ'- 8. I. TOTAL ROOf PA,..,u 'MOTH - RC.'O.l ~'DTH PlUS WALL 'MOTH PI.IJS Ol/E:RHA.'<O, 2. THE SMAUE:ST WiUe: OF Trie: WINO LOAD TAStE ~ TriE L..L TASt! GO\ot:RN$. TABU.: I: I.IAXlMUl,( sPANS F~ INOOSTRY STANOARD AlWiNl.l\l ct4.APOSlT'E ROCf" PANC:LS W/J105-HI4/rl-25 AlUMlNUI./ ^LLOY SHEATHING &e 1.0# E:PS C~E 'MNO LOADS CARPORTS, ~EN & VlN'rt RQC4.l5, A,'() OTHER ~N SVIlDiNCS, O.H. CONomON NO a.H. ,. O.H. 2' O.H, J' O.H.. 3"x 0,026' 100 MPH W.L. 15'-.. 15'- 6. 15'- 10' 16'- 6" 110 14~ W.L. 1.3"- 9. 1.3"- ,,' 1.'- .' 15'- 0" 120 \.lPH 'N.L. 12'- o. 12'- 8' 1.3"- 2. lJ'- II' o3"x 0.032. 100 MPH W.L. 16'- 8" 16'- 9. ,r- 2" lr- 9. 110 IoIPH W.L 14'-". 15'-0' 15'- ~. 16'- I" 120 loIPH W.L. 13'- r 13'- 9' 1.'- 2" 1.'- 10" .'x 0.026- 100 MPH w.L. 15'- 8. 15'- 10. 16'- 2. 16'- 10" 110 t./~ W.L. 1.'- o' 1.'- 2' 1.'- r I~'- J. 120 IoIPH w.t. 12'- 10. 13'- o' 13'- 5" 14'- 2" .'" 0.03Z" 100 r.cPH W.L 18'- 8. le'- 10. 19'- ,. 19'- r 110 \.I,PH 'N.L. 16'- S- 16'- 10. 17'- 2" 11- g" 120 I.IPH W.L.. 15'- J" 15'- .. 15'- g' 16'- ." LM: LOAD (INCtUOE:S 2 IISF OE:AO LO....c) AU SIJILDING rm:s o3-x 0026. Zll/S; 13'- I' 103'- 2- 103'- 8" 1.'- 5' 3211SF 10'- 10' ,,'- 0" 11'- 6' 12'- 5" 221/SF 1.'- 2' 14'- .. 14'- 9- 15'- 5' J211SF 11'- 9' 1\'- 11' 12"- 5' 13'- 2" 211/SF 13'- 5. 13'- 6. 1.'- o' 1.'- 8. J211SF 11'- t. 1\'- 3' 11'- S" 12'- 7. 221/SF 15'- 11. 16'- O' 16'- 5" lr- O' 3211SF 13'- 2' 1.3'- .. 13'- g. 1.'- 6' 1. TOTAl ROO" PANEL 'Morn - ROOY 'l'llorn + )It),U WlOTri + OvtRHANG. 2. il-iE LES'SC:R SPAN ~ WINO LOAD ~ U~ LOAD SHALL GOVERN. TABlE I: l.IA.'(;MUl.l SPANS F'~ S7ANOARO All.'IolINUl.l ROCf PA.~(LS 0; .3105 H-25 AUOY ~NO LO),OS: CARPORTS. SCREEN ROOl.l5. AND 0l11e:R OPEN 8l.;ILDlNG$ O.H. CONDITION ,'<0 O. H. ,. O.H. 2' Oli. J' O.H. 3' x 0.026" 100 l.lPH w.L 15'-"" 16'- I" 16'- s' lr- 0" 110 IJPH W,L, 1.'- J" 14'- S" 1.'-10. 15'- 6. lZ0 l.IPi1 W.L, 13'- 0" 13'- 2' 13'- r 1.'- 4. ,3' x 0.0.32. 100 l.IFH W.L. 1e'-10' 18'-11" 19'-,3. 19'- S. 110 MPH W.L. 16'-10" 16'-1'. 17'-." lr-ll' 120 l.IPH W.L 15'- " 15'- 6. 15'-1'. 16'- 5. uve: LOAD: AlL 8UIUJING T'r?e:s O.H. CONDITION NO O.H. I' O.H. 2' O.H. 3' O.H. 3. x 0.026. 201/SF L.L. 16'- I' 16'- 2" 16'- r lr- 2" JOllY L.L. 13'- I" 13'- 3' 13'- 8. 1.'- 5. 3. )( 0.0.32. 201/SF L.L. 18'- 4. 18'- 5' 18'- 9. 19'- 3. J0I/SF L.L. 14'-1'. 15'- 1. 15'- 6" 16'- 1. 1. TOTAl ROC+" PANE:LNlOTH - ROCIol I'.1DTH Pl.I.,;S WALL \llICiH Pl.uS OYER,HANG. 2. Tl-le: SMAlLEST Vi'LU:: Of THE \"1t10 LOAD TASLE Ci< THE L L. TABle: COV(P-N5. ""- o' r o' 15'-10' l' S" 6'- S" 6'- I" ~- 9' ',-10: - 1 7'- 5' 6'- 8. 6'- 2. 8'- 8' 7' - 9. 7'- l' ~: f r- 1. 9'- 03" ~.:. ~. i-II 7' - 7' 6'-11' 6'- .' jf - ~- r- 9. - 3 9' 0: 8'- 1 7'- 5" 0' r 8~ - g" a'- 2- 1 ,r.:-'1~. 10'-11- q'- ~. 12 - 5 r1' - 5. It'.,. ~. 1.3 - 2' 12'- 3" ,....- o' 14' - 5' 1.J'- J' 16'- I' 15'- ,. 14'- .' 2' 0, H. 3' O. H. r- J. 0'- I. 8'- I- t- rJ 8' - 6' 7'- O. 9'- 2. r-\o' 1- 4. s'- O' r- 7. 6'- .- 8'- .. 7'-11- 8'- 7" r- o. a'-10' 1'- .. 9'- ~. 8-'; I- lJ'- 4. ,,'- 0' lJ'-10" 11'- 6. 14'- 6' 12'- .' S"X 0.OJ2' .'x 0.026" .'x 0,032" 1.'- .. 15- I" 12',- I' 11'- ." Ig'- If 10 - 1 9'- 8. g'- .3" 16' -11" IS'- 6. 14'- .. 1.3'- 5. 12'- 8" 1"'- o' 11'- ~. 10'-11' '[- ". 1 -i' 1 - " 1:: . 14 - 1.'- - lJ'- 6. IJ'- O' 2(\'- 6. 'f- o' 1 ,- g.. 1~--"~ 15'- ~" l.f- . 13'-1 1.3'- ~" 2.'- .. !f'': ?-- 20' - .' \~:: ~ 1 -10' I - 2" a'- I" r- .' 6'-10" 6'- 5' 6'- O' ~'- ~: 5 - ~ 5'- 2" 9'- g" 8'-1,' 8'- J. 7'- g' r- J" 5'-1" 6'- r 5'- J' P'-10. 11' - 8. 10'-10' 10'- I" g'- "," 9'- I" a'- 8' 8'- J. 15'- 2" IS-10" 12'-10' p'- o. 11"- J" 10'- a" 10'- J" 9'- g' I r,- g'_ 19,: ~. lt4': . \ ': ~" l' I" 11': a" 1~'- 4. Ik,P-" I}'- Q" 14 - ;) ';3;;,- ~" 12'- 6 11'- r 21'- g. 20'- ;\" 19'- 2 18'- ?: ~i::: ~ 1~'- %: 120 M~ 1- ~. 6'- 9" 6'- J" 5'-10' 5'- 6" ~'- ~. ~- 0 .'- g' a'-11' a'- 1" r- 6" r- (j" 5'- a" IS'- J' 6'- 0" 5'- 9' 11' - J- 10'- a- 9'-11' 9'- J" ~'- ~. a - 3 0'-10" r- 6' lJ'-10' 12'- a" 1\' - 8" 10'-11" 10'- .. 9'- g' 9'- 4" 8' -11" \~:: t 1~'- r 1:{.~~: 11'- . 10'- " 1~'- ~ 1~- f 't{_ ~. 13-0 '?-\'::,~: 11 - ~- 10'-11" 19'-11" 1 tp~- IS!" 16'- r 15'-1Q,". 15'- .,: 14:- 0" I. - T.ABU 3: SVlEOUU: ~ POST TO B()j,l SIZE &< I ~ ~ BOlTS RtOOIRro B(,lJ,l Silt IoIIN11Jt.\l' /Tl-iRV ~TS 0 L- 0 + '/2. POST SlIf: '/4 3/8. 1";( n 0.05' TIlT .3'x ~":< O,OS. ~ob-'d 1 "x .":< 0.05" TlU J":< J"X O.OS' I ":< 4":< 0.0.4." x 0.12" SloI8 J"X J"X 0.06-. 2 2-x .":< 0.0.44. x O.IS. SIolS J.X J":< 0.06". 2 B ~ 8:~: ~ 8: a= ~~ B 5~ 8:~H ~ ~ ~:~ g~ ~gf8: : &il ~I o3~x Jq ~','l; : f T1M .:L.~~ryOOf~~~~ ~CiJrl,~ POST ~~: . ,w - 12, ~.aH~Mslf~ i'N ~lX" fEU !:lAX: Hct 0 I.4AX, LOAD IN # LM: + ou.o LOAD ",0 LOks~ J"x J"xO.04O. RCJ..L fCf<U.. 5511SF 22#/SF 100 l.lPH 110 l.lPH 120 lolPH 8'- o' 7.200 131 i27 4.50 ~ m 10'- 0" 5.500 100 ~ 34J 275 m lZ'- 0" .,700 85 13 m 2~ 1~ J"~J"~060" R(U fORUn 0,- 6" 7.m 136.3-41 ~~ 375 312 l~': g: ~:~ '~ ~~ 325 ffi ~~ J;f,!,'Q9-060" ~cro, 1~7 .392 540 .J2 ~ 1.'- O' "3JO 133 33.3 ,~ 3QO J05 16'- 0" 6,120 111 278 .J82 J06 ~ S"" ,.." 0. 90" ruB(. "'-10" 12,960 2.30 5a9 810 IS 48 540 1.'- 0" 11,070 201 50JJ 691 ~ 401 10'- O' 9.180 \57 417 57. 459 J8J J"x J"" 0.12S' ruB(. 1.3'- J" 13.500 245 614 844 675 ~ 1.'- 0" 12,000 218 ~45 750 600 500 16'- 0" 8.000 145 SQ. 500 400 33J 4-x 4." O,12~. ruSE:' 15'- 9" 23.280 .23 1.osa 1.455 1,164 I$.'- 0" 20.712 376 941 I,m 1.0.3-4 20'- o. '8,.JO m 8.38 1.152 922 · AllOY ~J T-15 .. AllOY 3\05 HIlS 1. rH( Sl.W.l.ER ROOF AREA ~ u~ + DE.AD LOAD AND WINO LO.AD SHALL COVERN.. TA8U: 5: IScv.re:o fooTiNCS 1.IAXl1JUl,( ROOF AAEA iN Sf F'OR C~T POST '11/ !SOlA rro F'ooTiNG fOOTING T'r?( AM) SIZE fOR snow USTEO WINO vHooT'( UP\.JFT LOADS P<<,'lro) ~ TE 100 I.IPH 1 to l.4?H 120 loIFH 1'-0";( 1'-O.X 1'-0. 29 25 21 1'-.":< "-4.X 1'-.. 8Q 72 51 1'-6")( 1'-6.X 2'-0" 16J lJQ 116 1'-8"X 1'-8")( 2'-0' 187 156 1.3-4 ,. -8--'" "-8--'" 2"-6" 275 229 196 2'-0-X 2'-0"): 2'-0' .346 283 257 2'-6'X 2'-6"X 2'-6" 463 ~ S31 P1<E-CAST sua w/ eol SAO<-o::!TE & 8AO<fllL OVER st,J.8 l'-4'X 1'-.":< 2'-.. 117 97 970 8SJ 76a 56 ~ Vl ~ fO~ W _~ .=3 a:S ~ t..l$ i:::!~ ~ t:):> a.. Q. ... :to <0 Vl ...1it b~ ~ ~~ OVl ~ i O 0 en "" i~ ""<(-u Ow ;3 toJ ~ ~i5 .. ~~ @ ~ 1Il~"'....-= <.J ~ zO~8'"' z-'" ~08 u'j~ 9 ~'? Vl~ <.J~ I :5 ... q) o<(~ ~uO to Zw ztO:J 0::1- wo <""0 ::iQ.~ ~ i!a 'f~-l as~~ ~ ~ <.J,~<::io,. oj:: a..""u (iio....a:::::a< toJ .....~w <=u z o~ Cli~ og~ <( Vl'" 'i~... !d,... g ~~ FCO "'~o to ~~ ...; "'..; 01) a: UJ > o <.) ~ z a z -< I- If) UJ W a:: i.L / ~ B ~~ "'..... "'... ~ 0;:' TABLE 1: I.lAXJUUU SPANS f'OR ROYAL .AlUUINUI.l SUPER PAN PANElS OF 3105 H-28 AllOY 14'- 9" 1 S - 3' 12'- 1" 16'-1\" 15'- 2" 13'-10" 1/- 9' 15'-11" 14'- 0" 19'- 1" 1/- I" 15'- .,. 1.'-11" IS- ." 12'- J"' 1/- I" 15'- J- 1.'- 0" 1/-10' 16' - O' 14'- I 19'- 2- 1/- 2" 15'- a' 15'- ." 13'-10" 12"- s' 1/- 5" 15'- I 1.'- 5" 18"- 2' 16'- ." 15'- 0" 19'- 0" 1/- 0" 10'- ," 15'-11" 14'- O' lS- 0" la'- 0" 16'- 4" 15'- I" 18'- 9" 1/- 0" 15' - a" 20'- 0" la'- 0" 10'- a' AU. BlJIlDINC rms - U~ LOAD O.H. CCt-lOmON NO O. H. l' O. H. 2' O. H. J' O. H. 2-1/2"x 0.022' 2Q 11$1 l. L. 14'- 8' 14'-10" 15'- J- IS'-10' 30 I/SF L L. 11'- 0" 12'- 2' 12'- s' 13' - S= 2-I/2"x 0.028' 20 IISF L. L. 16'-10" 1/- 0" Ir- 4" lr-,," 30 IISF l. L 1.3"- 9" lJ'-11" 14'- 4" 15'- 0" 2-1/2"x 0.030" 20 IISF L L. lr- 8' lr- 9" 18'- I" 18'- 8' 30 IISF L. L. 14'- S" 1.'- 0" 1.'-11" IS'- I 2-1/2.x 0.03?" 20 IISF L. L. 19'- 0" 19'- I" 19'- S" 19'-11' ~ I/SF L L. 15'- 0" 15'- I 10'- 0" 10'- 7' 1, TOT.Al ROOF PANEL 'MOlii = ROCM 'MOlii PLUS WALL WlOlii PlUS O\ot:RHANG. 2. THE SMAlLEST VAlUE O? ~ 'MND LOAD TABlE OR THE UVE LOAD TABU: CO\ot:RNS. TABU: 1: I.lAX1).lUIA SPANS f'OR ROYAl AlUI.4JNUY ow" PANElS O? .3105 H-28 AllOY WINO LOADS CARPORTS, SCREEN .!c V1NY1. ROOMS, .!c OTHER CPrN BUIlOlNCS O.H.. CONOm~ NO O. H. " O. H. 2' O. H. J' O. H.. 0.0.30" W PANElS 100 IoCPH W. L. 15'- 8' 110 l.lPH W. L. 14'- I" 120 iojpH W. L. 1 l' -10" 0.034" W PANELS 100 I.lPH W. L. 1/- 5" 110 l.lPH W. L IS'- 7- 120 I.lPH W. L. 1.'- 2- 15'-10" 14'- 2" 13'- 0" lr- 0" 15'- 8- 14'- ." 16'- 2. 14'- r 1.3"- 5" 1/-10. 1/-10" 1.'- 9" 16'-10" IS'- J' 14'- 2" 18'- 5" 16'- I" 15'- 5" AU. BUILDING rms - U'tf: LOAD O,H. ~OmON NO O. H. I' 0, H. l' O. H, 3' O. H. 0.030" W PANELS 20 1/$1 L. L. 15'- I 1S'- 9" 10'- I" 10'- g" 30 I/SF L L. 12'- g" 12'-11" lJ'- 4" 1.'- I" O.os." W PANELS 20 I/SF L L fr- 4" lr- S" lr- 9" 18'- ." 30 I/'SF L L, 1.'- I" 14' - J" 1.'- r 15'- ." 1. TOTAl ROOF PANEl 'MOlii - ROOM 'MOTl-i ?tUS W.AU WlDlii PlUS OVERHAAC. 2. THE SMAlLEST VALli! O? THE WINO LOAD TABlE OR THE LL TABLE CO\ot:RNS. MANUF ACruRERS PROPRIE T ARY SUPPLIES TASt! 1: ),{A;Q.IUU ROCf' SPANS f'~ STRVCT~l BlJWNG S~TOA PROOJCtS ,l.lUI.llN1..il.l COIoC?OSlTE PANElS STANOARO PANEl W/~Ul.llNU'" SHEATHING JI05-HI.fti-25 ALlOY 1.0 I E?S ro:<€ O(NSlTY WINO LOADS ~ 4: V1NY1. ROO1olS. CARf'OOrs. #10 OTI-!(R ~N SlJIlCllNGS J~JC O.Ol~. NO_O.H...:.-._"_Olf. 2'_0.H. 100 LlF'H W. L 1-4'- r t-4'- 8. 15'- I" 110 104f'1i W. L 13"-." 13'- 5" 13"- t1" 120 loCPH w. l. 12'- 4" 12'- o' 12'. II" ).x 0.024" 100 l.lPH W. L 110 loCPH W. L 120 IA='H w. L. 3-x 0.03Z" 1 00 I.4F'H W. L. 110 loCPH W. L 120 l.lPH W. L. WINO LOADS SCRfEN & V1Ni1.. RQQ.ls. CAR?~tS, AND OTHER iYf.~ 8lJ1lDINGS 4"x 0.01 g"_--.-NO_O.H.__l '_O.H, 2'_O.H.__J'_O.H._ 100 lolPH W. L 113'- 0" 18'- I" 18'- 5" 18'- II" 110 ldPH W. L 16'- 5" 10'- 16" 16'- 11" lr- 0" 120 IoCPH W. L 1S'- 2" IS'-." lS'- 8- 10'-." ."x 0.024" 100 MPH 'N. L 110 l.cl'H W. L. 120 lolPH 'N. L .-x O.OJZ" 100 l.IPH 'N. L 110 l.cPH W. L. 120 IoCPH 'N. L J'_O.H._ 1~'- ~" 14'- r 13"- a' 113'- g" 1/- 4" 16'- 2- 21' - 6'--- 19'- 10' 18'- 0" lr- g" 15'- J" 1~'- 0" 1/- II" Hi'- ." 1~'- r 18'- J- 16'- g' 1~'- I i'IINO LOADS CARPORTS, SCRrEN .!c V1NY1. ROOUS, .!c Ol}{ER ~ BUWNGS O.H. ro.Iomoo NO O. H. l' 0, H. 2' O. H. )' 0, H. 2-1/Z'x o.on. 100 t.l?1-l W. L. 110 l.lPH W. L. 120 ldPH W. l. 2-1/2~x 0.028. 100 ldPH W. L. 110 IoC?H W. L 120 ~ W. L. Z-I/2-x 0.030'" 1 00 ~ W. L. ltO l.4PH W. L. 120 ~ W. L. 2-1/rx O.03Q" I 00 loCPH W. L. 110 l.lPH W. L. 1 20 !.IPH W. L. 20'- .,. 18"- 10" 1/- 5" 20' - 9" 18"- II" 17'- 6" 2"- O' 19'- 4" lr- 10. 20'- ," la'- ." lr- 0" 20" - J" 113'- 0" 1/- I" 20'- 6" 18'- g" 1/- 0" 21'- 0" 19'- 4- 18'- O' 2"- 4- 19'- S" 18' - 0" 2"- a" 19'- 10- 18"- S" 22' - 2- 20'- .- 19'- 0" 21'- ~" 19'- e- 18" - I" WINO LOADS SCREtN & V1N'11.. RQCt.lS, CAR?~TS, ANO OTHER Cf'EN 8UlLOlNGS o"x 0.019" _--.-NO_OH.____l'_O.H.__.-2' _O.H. J' _O.H_ 100 IotPH 'N. L 2Q'- 9" 20'- 10" 21'- I" 21'- r t10 IoCPH W. L 18'- II" 19'- 0" 19'- 4" 19'- 10" 120 MPH W. L 17'- 0" 1/- a" 18"- 0- 18'- 0" o"x 0.024" 6"--- 100 l.lPH 'N. L. 21'- a- 21'- g" 22'- I" 22'- 110 l.cPH W. L. 19'- g" 19'- II" 20'- 2" 20'- 8" 120 l.lPH 'N. L. 113'- 4" 18'- ~" 18'- g" 19'- J" o-x 0,032' 100 l.IPH 'N. L 21'- r 22'- a" 22'- t1- 2J'- ." t10 MPH W. L 20'- T" 20'- a- 21'- 0" 21'- 0" 120 lolPH W. L 19'- I" 19'- 2- 19'- 0- 20'- 0" MANUFACTURERS PRQPRIE T ARY SUPPLIES TASt! 1: l.IAXll.l\,'1.I ROCf' SPANS f'OR STRUCTAll BUI\..OjNC SYSTOoI PROOVCtS ALUI.lINl,,'1.I C(4.(POSlTE P,AJo;E1.S STANOARO PANEL W/ALUI.4JN\Jl.f S}1(A THING Jl~-HI4fti-2~ ALlOY 1.0 , EPS ca::! OQ<SlTY DEAD + U'tf: LOAD &/ ~/S<OW LOAD (INctUDES 2 IISF DEAD LOAD) ALl OOWNO TYPfS . J"x 0.019"_____ 221/SF 12'- O. J2//SF 10' - o. 57//SF '1- 0" J"x 0.0'2." 221/SF J2//SF ~7//SF 3"" o.OJ," 22//SF 311/SF S 711$1 12' - 2" 10'- g" 1- 9" lJ'- 5" 11'- 8- 9'- 7" 12'- a" 10'- g" 13'- 0" 14'- 8": 12'- 2" 9'- 1- 14'- 10. 12'- ." g'- 4" 1~'- J' 12'- 10" 9'- II" 1~'- 10" IS - 7' 10'- II" lr- O' 14'- 2' 10"- 9" 1'1- 2" 14'- J" 10'- 10" lr- S" 1.'- a" 11'- 5" IS'- 1" lS'- S" 12'- ." O€:AD + U~ LOAD & OR/S<OW LOAD (INctUOES 2 1/$1 DEAD LOAD) AlL BlJIWNG TYPES ;;iM'9" -----1~=tO~---1~'--or--15'=-r__~V_- J21/$1 12'- J" 12'- S" 12'- ,," lJ'- a' 57//SF 9'- 2" 9'- 5" 10'- 0" 11'- 0- ."x 0.02."___________ __ 221/SF 16'- r 10'- 9" 11'- I" 11'- a- J2I/SF 13"- 9" 1.3'- 1\" 14'-." 15'- 0". ~71/'SF 10'-." 10'- 6" 11'- I" 11'- II" 4"x 0,032" 221/~ 321 /SF 57//SF 11'- I 14'- I 10"- II" 18'- I 15'- g" 12'- ~" 11'- a" 14' - g" 11'- I" 113'- 0" 15'- 1" 1 l' - 7" DEAD + U~ LOAD &/ OR!S<OW LC~D (INctUOES 2 1/$1 DEAD LOAD) ....Ll BlJ'LOlNC TYPES o"x o.Olg" ___________________________ 22//Sf lr- I" lr- J" lr- I 18'- 2" J21/SF ,.'- 2' 14'-." 1.'- 9" 1~'- 5" 5711SF 10'- r 10'- 10" 11'-." 12'- 2" 0"" 0.014" 221/SF 32//Sf ~7//SF o"x 0.OJ2" 211/Sf J21/SF 571/Sf lr- II" ,.'- 10" ,,'- I" 18"-." 18'- 10' 15'- 4" 10'- 0" ,,'- 10" 12'- 7" ---W:-l~~"-- IS'- 1'" 10'- r 12'-~' 13"- 0" 18'- 0" 1~'- 0" 1"- J" 13' - a" IS'- 5" 11'- r 113'- 9" 15'- r 1"- 9' MANUFACTURERS PROPRIETARY SUPPUES TABu: 1: I.lAJCI.lUU SP....NS f'OR STRl..'CRiR.AJ. P....NElS. INC "SNAP-N-LOCX" ,l.lU\lINUW ca.tPOSlTE ROa" PANELS STANDARO PANEL W/Jl05-HI4/H-25 AlUI.4JNl,,'I.I Sl-IEA l}{ING AlLOY 1.0 I EPS CORE O(NSlTY WINO LOADS C~TS. $CR(E~ RQC4.lS, AND OTH(R lYtN BUILDINGS O.H. ~OCT1ON NO O. H. l' O. H. 2' O. H. .3" O. H. J"x 0.019"_____________ _ 100 IolPt-t W. L. 15'- 5" 15'- T" 16'- o' 16'-'" 110 l.lPH W. L ,.'- I" 1.'- J" 14'- S" 15'- 4" 120 lolPH W. L. 13'-'" 1.3'- 2" lJ'- S" 1.'- 4" ~~ ~~4 ~:-C--18':.--0"--_w:_-2'S--18~-6r-----,9'=-0...- 110 I,jPH W. L 16'-~" 16'- 7' 10'- 1'" 1r- 6" 120 t.l?1-l W. L. '~'-;S" 15'-." 1~'- g" 10'- 4" ;S"x 0.032.____________________________________ 100 1oCf'1i W. L. 20'- a" 20'- 10" 2"- I" 21'- 0" 1\0 l.4PH W. L. 18'- II" 19'- 0" 19'-." 19'- 10. 1 20 I.lPH W. L. 1 7' - 6" 1 7' - 7" 1 r - ,,- 18' - 0" DEAD + U'tf: LOAD .!c ORISNOW LOAD (:NCtUCES 2 I/SF OEAD LO"'~) .AU BUILDING T'Y?E S J"x 0.019"____________________________________ 22//Sf 12'- g" 12'- ". 1.3'- 4" 14'- I" J211$1 10'- 7" 10'- 9" 11'- ," 12'- 2" ~/I$1 8'- 0" 13'- J" 8'- 10" 9'- ,," J"x 0.024"__________________________________ 221/SF 14'- II" 15'- 0" 15'-~" 10'- 0" J21/SF 12'- 4" 12'- 0" lJ'- o' 13'- g' 551/~ 9'- 3" 9'- 5" 10'-'" 11'- 0" ;S"x 0.0.32" ________________________________________________ 22//$1 lr- I" 17'- 2" 17'- 7" 18'- I" 3211SF 14'- 2" 1.'- ," 14'- g" 15'- 5' ~51/SF 10'- 7' 10'- to" ,,'- 4- 12'- 2" ~ ~ z q)~ w _ill ~ a:::> :I l:<~ ~~ ~ w6 Q. Q. t;; ;:~ <0 0 - Q~ z ~~ o~ c; J 13 w~ ~ ~ ow ~g wg ~ XX 0\ a:: ~F .. -~ u ~ ~z~wJ (.) z zOg8 Z-OI ~8u U~c; 9 ~"? ~~ (.)~ 15...'" o<~ zuo co Zw zco.., a:::l- wo <w~ ::iQ.~ ;l a5 ~~..... ~'?c~ ~ ~(.) z d ~>=o.w ~:'3"- ~~o < w~ wzw o(au zoo( oJ";: ~;j~ < "'t;; w< <d u ~iII ;;f3~ t:i~~ g ~5! ..; N"; 0) a: UJ > o o ~ z o z c( .... 0) UJ w a: LL ~ ~ .... ~~ J~ ..g Q\~ .. ::r-.. Q. N" ~g ,.., i l!.!J ~ ~:;; <0 @ ~ ~::~ II li.;r!. IX IX) . 01 <0 ~~t5....." .. z;o ~ .......... ~g~5~i ~ co....o. ..J . cr w x ~~odo( uO'O'...1.o. ..J 0( w V1 ~@] Of'