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HomeMy WebLinkAbout96-5497 BUILDING PERMIT-- CITY OF ZEPHYRHILLS Permit ]I! (813) 788-6611 '~549~~ Date /- -5 ~ Yb ~ ELECTRICAL PLUMBING MECHANICAL Property Owne" ~ .. Job Address, ~ ' - ' ) ~ J/~ ~~ -:Jl- \. &- 01 ~ Parcel I. D. # Zoning: t:? Energy Code: Radon Gas: Description of Wor.k~A1 ~ Sewer Conn Water Conn: Water Meter: T,I.F.'s: NO OCCUPANCY BEFORE C.O. FINAL C.O. ~b DATE Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. DATE Inspector P~'m;tFee ~~ Signature _ ------..,.__2 Company Address Telephone# Valuation or Contract Price / j7.,s '[) - v-o ./ City License Registration # ~ 9 I' State Certified License# IJ~L ()J2/~ BUILDING ELECTRICAL PLUMBING MECHANICAL Ftr. Pre SLB~ Lintel FRM. Insul. CL WL Breakers Ducts Insl. Compressor Final Tp.Serv. Rough In Meter Can Const. Pole Pool Pre-Meter Final SLB Tub Set Water Sewer Final Driveway j~ J U -{ f'JA. '--rj t:I H r->A"-' t6 ; w 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. ~ ~ SEAM Slot WALL HEADER ATTAQ-iEO TO ,. x 2" x 0,0<<" OR SUTER ~TH l.lIN. 2 "0 x , , /2" $l.IS SIN: WAll. PURUNS A TT AQ-iEO TO " x 2' x 0.044- OPEN 8ACl< ....TH ~N 2 ,,0 x I 1/2' $l.IS IN SCREW 60SS(: S ,",a".o,Q<<" OPEN BACl< A TT ....Q-im TO FRCt4 T PeS T WITH /10 x 2' SUS IJ~ 6" f'ROIo4 EACH PlJR1..1N AND 24" O.c. f"RCN T ',II ALL PlJRt.JN F'RQ:'; T AND $IDE SO TT c..I RAlLS ATTACHED TO CON C?r TE 'M ~ 1/'",a 1/4" I.(~R'( QfJICl< sn o 6" F'Rc..I EACH POST AND 24" O,C. I./~ AND 'N.lU.S A I.lIN, I" F'RO'J EDC€: CF CONCRiTE TYPICAL CORNER DET All 4 - '/4""'- LAC SQT'S w/ 1 1/'" FDiO€R WASHERS ptR " P ANEL A~ M FRCt4T AND 24" O.C, ALCt-IC SlOE: S ('I( ALK - ON) ALUI.4INIJ),l COvt:R OR 3' STRUCTlJRAJ" INSULA 1U) -"lUI.4INUIoI HEAD€R ATTAQ-iW TO POST WI 1./11'4, 2 ,,0 . I 1/2' 11<< ~w BOSSC:S 2"><2", 2-.3", OR 3":a' HCuOw SH $PAN TASU:S fOR S<~ EXTRUSIONS CHAIR RAIL A TT A01ED TO POST W/ I.IIN. 2 #'0 . I 1/2" SlolS IN ~w BOSSES l' . 2" . 0,04.4" QPfN 8ACl< OOTTc..I RAIl. CH AIR RAI1.. .l.NO KlO< P1..A TE 2"1l'2-X{),O<<" HOllOW RAiL POST .... TTAQ-iED TO eoTT~ W/ J,n", , 3 "0 . 1 1/2" IN so::f W B OS${ S 1/" " 2 1/" I.!A$(;NR'( mo-;oR 0 6- fRQ,I EAQ-i POS T Ao"<D 2'" 0, C. I.(AX. TYPICAL UPRIQ1 T DE T AJl Z- . _ EXTRVSlCN ptR TASU: 3 1'0 x I" SUS INTO ~W S\.OT'S I" " 2" EX1R1f.;lCN 1 1/8" loIiN. IN CONCRi TE POST TO BASE AND POST TO BEAM DETAIL 2' x 2' x 1/8" ANCU EAQ-i SlOE: ATTACH TO POST .l.NO C<<-JCRE TE AT lOAD 8€A.'lINC'.....ALl 'M111 2 110 x I/Z" $1.jS EA01 S1O€ ," " 2' O:TRVSlON 1 1/8" lolL"" IN CONCR'i: TE AL T::RNA IT POST TO BEAM AND PLt-T:: TO CONCREE DETAIL z'x_BE:AJ.I S{( TASU: 4 O\IERH......O YARlE$ + 2' -0'" I.(AX. ~ . "H" :5 1/2" SlA8 ON ~ADe: CR RAlsrn F 00 TlNG Dt T't'PICAl GtASS ROOt.l WITH SCtJO ROOf, TY?ICAL. fRONT If,€,<< FRAMtNG . (HEICl1T 1$ uPRlCHT IS I.lEASURfJ) fROO 11Y Of' " xl" ptA it TO BOTTOIoI Ot WAlL 8UJ,I) w cz: 2 v :;) cz: .... ~ <.:> Z >= ~ X w 2' "- 8()..l,j ANO CQU"'NS I.( AX.. C(X.UI.e-IS, SP AClNC sa T A8l.ES t J TY?\CAL GLASS ROOM ~ NOTES: 1. AN01IY t" x 2- ~N BACK EXffiVSlON 'M1'H T.&.?COO 1/'" x 2 1/" LENC111 OR EQfJAl lJAX.. 1$ 2'-0' O,C, AN010R TO WAll. 'MTH I 1/2" /10 $!AS ""111 WASHERS 2'-0" O,C. SPAONC ANCHo:l BEAM ~'40 CCU."oIN '<NEE BEAM 'M1'H AN010R CUPS ANO"O SCRE'I>IS AND wASH(RS 2. 1.1 iN. SlAB MCl<NESS FCR SlAB 00 GRADE IS :5 1/2" COOCRETE 3 SfLECT rRCNT WAlL 8(AJ.I F'RN TABU lJ'SlNC LARG(R -A" YALUE CF W/2 OR W/2 + OH, " "'v(' IS CLEAR DISTANC€ FROI<i HOST STRUCTlJRE TO FRONT wAll. 8(A.Y "" N!X:W FRAJ,t INC CA'-I ATTACH 0lRE Cn.. '( TO H(AD(R ---.... ~ ~ souo ROOf' CON ~ N nCNAI.. FRAJ./lN G IY -"lU\oliNUU (X)I,{R SYSTEl./ SHUTlNC B01'H SlOCS ClASS 'MNOOW iNSTAlLED PV< w..NVf' ACT1.!RrRS S?(C1flCA OCt-<S ALWINUU SHEEnNC flY \liNn. _________ --- #<3x1/Z" $l.lS 0 16' OC IN ALUIoIINL;1ol SHEETlNG TYPICAL SECTION GLASS ROOM ALUloIlNUloI .... TiACHlJENT .3 1/2" CWCl'i!:TE SlAB 6x€ IOU, IY F1SER IoIESH CONCRHE ,. =f' '/2' "'N. 1 YARlES .3" ',1SOU(NE YM>OR BARRI(R UNDER SlABS HA'vING STRUCTlJRES A80~ \OfU COMPACTED ClEAN FlLL OlitR SACRlflctD ~.J.. NA T1JRAL SOIL 90X RELA n~ D€i'<SlTY CONC, FilLED BLOC!< STEJoI WAll 8,,8.16 DIU 6".12" C~C, FOOTING 'M111 1 15 C<<-JT, LOCA TE ON UN()jST1.JRBED NA T1.JRAL SOIL 1 IS VERT AT CORNERS AND 0 10'-0. o.c. RAiSED PA TlO FOOTING -._..~-_. ."---"~~-:'-"-_"--"''''.''''''-.Y...~~~...n.c~~~.JI~~_1-~~~.Jr)Q~~'~~J~~':''~~~ loCI/>!. 2-,a" .0,0<<" (l'!'PICAl) ~-.~ I.(AX. "'OTH ~ VARI(S ROUCH ~HG -.W r 1 r -tAR1ES AN 01 OR 1" X 2' x{),C{-4" Pt.A TE TO CONCRETE 'filTH 1/" " 2 1/2" CON CRt IT ANO;ORS .., Tl11N S' CF EA01 S<< CF EA01 POST 0 2'" O,c. lolAX,. OR 1'HROJCH ANCt.E 0 2'- O,C, "'AX.. l./IN. :5 1/2' su.B 2m ?$I C1JNC. Sx€-10.10 '(</,'./>1.101, OR rJ8(R lo(E~ 2" x 2" OR 2" x Y OR 2" 5MB POST ANCHOR ,. x 2- xO,V<<" ?1..ATE TO CONCRtTE 'M111 1/" x 2 1/2" CONCR'i:IT A.'I01ORS ~Tl1IN S" 1$ EAD-i SIC( Of' EACH ?QST 0 H" O,C. lolAX,. OR 111ROIJD-i A.'ICU 0 24" O,C, 101 AX. 101 IN. 3 1/2" SU.B 5~-ICxl0 ff,W, 101, ~E'EnNG BOTri SlOE:S 1 I/Z",a- , ~ Sl.A8 ~ , /2' IoCIN. - (SEE DE: TAll) TYPICAL GLASS ROOM WALL / 0,019" AlUI.4INVI.4 COVER PAN OR ~TlNUOUS 0,75" t t RIGID 1N$1..U nON :--~/~~'----,., 'IS' """'0>'" "."", +--~ ~ WASHER HEAD(O SCRf:>'iS () 26,- J 1 o,c. ALTI:RNAT'E 18 x 5/8- SMS w w/ 1/2" OiAJ./EITR WASHER. TYPICAL PANEL NOTE: $, " INST"'-ll. RlCID FOAl.l INSULA TlCN INTO -"lUYINUI.I ROOf' PAN, 2. COVf:R INSULATION 'MTl1 0,019" PROTECTOR PANEL WITH OY(R1..APPlNC su.M<3. 3. INSULATION PANEL SHAll BE C\.OSED 'MTri ALUl.liNUY END CAP TO SECURE PlAC().IENT AND TO DISCOURAG( Tl1E NESTlNC if 'MLDUIT ANO CR INSECTS 4, PROTECTOR PANEL 'MU 8€ SECURED BY 18 . 5/8" CORROSION RfS1STI~ WASHER H(.l.OE: 0 SCRf:-HS. 5. SCRf:w PATTERN 'Mll OC 12" ON AU PERlIolETERS ANO 24- OC, FlEW ON EAQ-i ?.AM:L. 5, -"lUUIN\JIoI (NO CJ.P Will 8€ ATTACHED \0/1111 3 P3xl/2' O)RRQSION RESlS~ WASHER HE.l.OE:D SCRE">'iS. 7, XAl. "'-ll. SCREW HEADS W1i1-i CAULKINC fASTENED DE TERlJINED BASED ON CCt-lSTRVcno-; CF "os T S T'RV C TIJRf: PAN OR ~POSJTE PAN€LS use: CORR1)$1ON RES1Sn~ SCREWS, PANS ANQ-iQRtO w/ "OXI/2" 0 3IPAo", INTO RHVY1NC Cl-'.ANNEL AND I #' Ox' /2' 0 RI OCt CJ>P CCt-lN€ C net-< TOR[ CB '>1NC Q-iANNEL COlolPOSlTE PANUS uS[ 1/'"x 1+1/2" l'Il111 1/'- WASHERS S-CRf:w 1'HR()UQ1 RECD\IINC Q-{ANNEL FRC4.l TOP CAULK AU COONEcnONS HOST S TRUC TlJR[ CR F'AsaA W-INECTlCt-< REQ/JrRED (SIT DtTAJl) EXTRVOED OR ~AJ<JoIET-"l HEADER 0,032' ~N, CONNECllON TO HOST STRUCTURE HOST ST'RVCTlJRE OR F AOA &: SU6-F AC1A C<<-JNEcnCN REOORfMENT'S fOR YARIOOS lOAD C<<-J D111CN $ LOAD C(t-.IQITI ONS WIND ~LOClTY LOADS DEAD + UY( LOADS GtASS ROOJS HOST STRVCTlJRE 100 I.IPH ,'OI.lPH 1Z0 I.IPH UI/SF' J21/SF 571/SF 1. CONCRETE 1/4"xl-1/8" CONCRtTE sa::E'WS 0 12- O,C,------>2 () r O,C. 2 WO<Xi FRAI.IE 1/'",a" LAC Sl.YfWS 06" O,C,------------>2 0 I" o,c. s.c.qEEN, \liNn., A."<D CARf1)RTS HOST SrRuCT\.:RE 100 t.ePH "0 t.ePH 120 I.IPH 221/SF '::,21/SF 571/SF 1 CONCRtTE 1/4',,'-1/8" CONCRETE SCREWS 0 12" OC,------>2 0 l' O,C, 2, WO(X) F'RA.YE l/{':a" LAG SCREWS 012" O.c.----------->2 0 " O.C, ~TES: 'IlQOO S'ffi\)CT1.JRfS s-tOUlD CQ!>ONECT TO TRVSS BUTTS OR 111E SUB r AOA FR).MiNC WI1ERE PQSSlBlE ONl '( 15~ OF SCREWS CAN B€ 0IJT'Slc( 111E TRVSS BUTT'S/SL18 fAOA ANO friOS(: AREAS SHAlL HA~ OOVeu: AN010RS AlL ~'I>IS INTO Tl-'E HOST STRUCTlJRt: SHALl HA~ I.4lN 1-1/4" WASHERS OR SHAlL St '~A~ER KEADED SCREWS, NOTE: NO fooflNG REQUIRED €XCO'T ~El< ADORESSlNC EROSlOO 2' - 0" I.(IN. 1oI11~. 2500 PSI ~ C. WI 6UQR( SLoPE Sx$-IOxl0 W,W, MESH OR .1 ~nfER I.4ESH TY?ICAl _____~ __ ' 15 BAR CONT, 1 I{ BAR 31/2~ '81~8'- 3.8/~" -,- ""'~ naoo \oOCS>< ~lt O<X~ ~ ..f- kQT Rl:a..llPt ~ ~ f'LAT SLOPE / NO FOOilNe t.eOOE=1ATE SLOPE fOOTING STEEP SLOPE f'OOnNG o - 2"/12- 2'/12- - 1'-10' > "-10' SLAB)ETAILS ADD~EssnJG EROSION JfJfj HAMt! AOtmM~ ~ ~: V') V') >- ~ ~ <Oi/I ,~-5 ::I - 0::0 IX w!:; ~IX 0 t3a Cl.Cl. t; j;~ g~ ~ ~~ o~ ~:t o a 0"1 w z~ w< :-: ~ ~w ~3 a < ~j; ~o 8 ~ .. z: ~ ~~tJ::5;i ~ ~'" <08 8w>"l 0 1.0..<0 Cl. wU ~'" -' 0 I tIl~ ~~ J 5... <0 , o<~ ~v~ al Zw zalJ 9:J ...J ~9 o(wo -Cl.0 0( >-:;) tIlCZ:..J asCl.::n z: c:: <.:> z<<s <\1'10 <w '-'\1'1"'- 0,-, ~ Cl.v ~~w ~~8 ~ ~~ o ~;; ~'5~ 0( tilt; wo( 0(-' v<- :tcz:c.. ....S2, 0 XVl >-00 \1'1,"=0 a:l ~li N,r) a: w :> o (/)0 ~o Oz 0< ex: 0)3 O)...J << -.J~ CJ Q ...J o (fJ ~ B >- ",z g~ I! 8~ ~~ c.. N"- o ...,... l!!l~ 0(' ~ 9~:?i @JO ~~~ ~ I -'... I "'0,,- e:: a;) .. "" 10 w~w---,..... @~C:;~W'-' l':::s~~x~6g wOO:t~ lIl....c. ..J . ~ W >< ~Ood< U ~'1-l.... <1] Of B - ED<<: B(AM ," xl-~, 0..-4' Of>(N (3.4.0< ATTACHm TO FRet<T POST \IllTH 110 x 2' $l.IS lolA;(, 6' FR~ EACH PuRUN 1<M) 24- O,G. FRet< T WAlL PIJP1.JN TYPICAL CORNER DETAiL 4 - 1/.-x." LAC B~TS wi I 1/.' F'ENDE1'< wASHERS P{R .' PANEL ACROSS THE rRO'<T AND 2." O,C, AlOOC SlOES (\lIAlJ<-~) L' 2" . 2' IY 2" . sa SP AN TABLE CHAIR RAr~ AND KlO< f>t.). T( 2".2".00-4-4" 1iOU0W RAJ\. POST ATTACHED TO Bon~ W/I.IIN. 3 (10 x I 1/Z" IN SV'fw B~S L~ ~ ~ Ill. .. 1/." x,2 1/.' l./ASJY-.'?Y . \- I - - ~ ANO<{;R 0 6- 80.1 E.ACH ~ POST ANI) 24." O,C, I./AX_ TY?ICAL UPRIGH T DETAIL Slot: WAlL H€AO(R ATTACHED TO I' x 2" x 0.0.<<' IY 8€TT(R 'MTH 1ol1N. 2 flO x 1 1/2" SlJS Slt)( WAlL PvRtJNS ATTACHED TO ," x 2' x 0,0.<<- Of>(N BAO< 'MTH IollN 2 flO x I 1/2' $l.IS IN SC1'(w BOSSC:S fRONT AND SlO€ 8OTTOI.l RAllS ATTACHED TO CON~TE 'MTH 1/.'><2 1/." I.(ASONRY I)JIO< S<:T o 6" FROlJ EACH POST AND 2.' O.C, '-lAX. AND WAlLS A I.(jN. " fROIo/ EDc:< Of' C ~ Cl'<E TE Al..UIollNVIJ CO\1:R Of> 3- STRVCNRA1. INSlJt.A T(D AlUt.lINW l H€AOCR ATTACHED TO P'OST '~I 1<11.'1, 2 fiO x 1 1 I~' IN S(:R8l/ BOS~S 2'><2", Z"<3", Of> 3'x2' HOU OW 9:;( SP AN TABUS , OR SN A? EX TR1f.)l ON 5 CHAJR RAlL A TT AcnED TO POST WI '4IN, Z fiO x 11/2' SlJS IN sa<f'lf BOSSi 5 ," x 2- x 0,0.<<" c:.:i:N BAD< OOTI().l RAI\. r- L. .! "''''CHOf> ," x 2- ~,O.." PLAT( TO CON0<ET( 'MTH 1/4' . Z 1/2" CON CRt TE ANO-lORS \'lI TH ,,", 6" OF EACH S<< Of EAcn ?OST 0 24" O,c. I.(AX, Of> THROJQI ANQf. 0 2." O,C, loIAX. I.IlN. 3 , /2' StAB 2SiXJ PSl CCt-iC 6~-lOxI0 W,W,I.(, Of> FrocR IJESH 2" x _ E.XTR\JSl~ Fi:R TABU 3 (10 . 1" $).IS INTO S-CRfw StOTS ," x 2" EXTRVSl~ 1 1/S' IolIN, IN Cu-.~ T( POST TO BASE M~D POST TO BEAM DETAIL 2" x 2" OR 2" x J' OR 2" Sloi8 POST ANcnOR ,- . 2" <0.0404- PlAT( TO CON0<ETE 'MTH 1/.' . 2 1/2" CONCRET( A:-ICHORS ""TH,N S' Of EA0-I SIDE Of EAcn "OST 0 24." O,C, 1olAX. OR r"ROIJCH ANClE C 2." O,C, loIAX. loll/-<. J 1/2" SLAB 2500 PSI 6~-1Oxl0 WW,,",,, OR F18€R 2" x 2' . 1/8' ANClE EA0-I $JOE: ATIACH TO POST AND CONCR'f:T( AT lOAD 8€ARJNC wAll ...,TH 2 110 x 1/2- SMS E...CH SlDE: 1" . 2" EXTRVS~ I l/S" loll,", IN CON0<E T( ALTERNATE POST TO BEAM AND PLAT[ TO CONCRETE DETAIL 2"x_ 6(AJ.l so: TABlE 4 OYU:HANG VARf€S 4- 2' - 0- lo(AX.. -r 3 1/2" StAB ON GRAD€: Of> R AJ SED ,OOnNC y IU..'t ~T LDlCTH 1- x 2' v. SlA8 IY ~ GRAD( . "H- Ti'?1CAl cu.ss ~ 'filTH SCUD RW', T'r?1CAl rRO'<T '-.IEW FRA.I.IING . (K8CHT ~ ~Q1T IS l<4(A~D ~ T <Y 01" ," x2'" P1..A rE 10 80 n 0lJ 01" w AU 8UJ,() w 0:: ;;) t- U ;;) 0:: ;;:; <.:> z ;:: '" x w 2" x_ _ BEAJ.i AN D CQUl.4N S 1olAX. COlUl.4NS, SPACING s(:E TABLES TYPICAL :i ' "x:?"xO,04{l" J "'f(" VARiES GLASS ROCM l , NOn:s.. I. ANCHOR ,. x 2' <YO< BAD< EXTRUSl~ MTH TAPro, 1/4.' x 2 1/4." LENGTH OR EI)JAL VAX. ~ 2'-0" O,G. A"~OR TO WAlL 'MTH I 1/2" fiO $lJS IIoITH WA$J-\ERS 2'-0" OC $?AONG .'.N01(R BOJ./ AND ro..UW< KI-,TI: BOJ./ ~TH ANCHOR QI?S AND 110 SC?EWS ~'iD WASHERS 2 loliN, St.A8 rHIQ<h!SS ,OR SU<8 ~ C'RAl.€ IS 3 1/2" CON0<Ei( ::" SUECT FRet<T wAU. 8(AJ.4 rR().l TABLE \!$NC lAR~"R ".... YAlL>'t: reF '1'1/2 OR '1'1/2 + OH, . of( 1$ Cl.EAR DIST~"C[ rRC.. HOS7 S'ffi1.>CTUR( TO f'RO';T ''''AU. BU,},/ ALLil,/'N1..:lJ A TIAO-:lJENT 3 1 /2" e~T[ SlAB €x6 w.w.Y, Of> FlB(R IoCESi" ~T( , , =f 3 1/2" '""IN, YAR;ES 3" 4i=d. '-IS{,'iJENE Y~ BARRIER UNlXR SlABS HAVING STR1.!CTURES ABOVE ~LL C(:4.lPACTED Q.EAN FlU 0'vUl SACR1F1C[O NA 1l.JRA1. SOL 90:'( F'1:LA Tl\1: OCNSlTY CONe. flUID BlOCK ST(I.I WAll exSx16 Cl./U 6-x12" CONC, ,OOTlNC \'lI7H 1 15 CONI LOCAT( ~ liN1)STURBt:D NAN~ SOL 1 15 ~RT AT ~RS ~"'O 0 10'-0" DC, RAJSED PA TlO FOOTING CPTl~AL CONCRETE CAP BLCO< <Y SR10< ---...... , I' BAR CCNTlNUWS AN0-IOR AlUIJINI,..'!J FRAME TO WAll IY StAB 'MTH 1/4"x 2 1/2" TAPCON OR EI)JAL 6" T~ STYLE OR J , e" . 8" . 16" BLOCK WAlL lJA.;G,lJU!'/ DIFFERENTlAL iN SOL f;EIQlT F+-.., I~l~ I 14. BAR AT COf>NERS A."'D .'-0' O,C. FllL C[llS AND KNOO< I)J T Bl 00< T CP COJRSE 'M TH 3000 P$J PEA ROCK CWCRE T( :: 64 BARS !.I iN , 2 1/2" OfT GCRWND KNEE WALL FOODNG FOR SCREENED ENCLOSURES .~~,.---- ..----..-....:-..l'-'---.............~..:.a.........____..~~~...~~........~...'.~:~~....'_..tc.-.1!~~.,~~~ J , 0,019" AlUIolINVlo/ CO'vUl PAN OR CONr,NUOIJS Rl ClO INSUlA n 00 ~ IS . 5/8" COAAO$l~ ~$lsn\Q WASHER HEADED ~ 0 24' O,C, AL T(RNA TE 18 x 5/8- $1ojS w/ 1/2" 1)AJ,4ETER WASl-iER.. W 1 TYPICAL PANEL N{)T($.; I. iNSTAlL RlOO ,OAJ.I iNSULATlON INTO ALUL.(\N\j1,/ RW' PAN. 2, CO\1:R INSUlATlON 'MTH 0,019" PR1)T'ECT~ PA."'EL \IllT1-i OYER1..J;.09\NC ~MlS, .:;, INSULA TlOO PANEL SHAlL BE Ctosm 'MTH ALUI.(INVt.f END CAP TO ~ClURE pv'C(I,(ENT ".ND TO DISCOlJRA~ 11-<E NESTlNC OF 'MLOUf't A....O OR INS<:CTS 4., PR'OT(CT<Y PANEL Will BE ~OJR(D BY f8 x 5/8" cc:eR0S1~ Rf.Slsn\Q WASHER I-f€ADED SC?EWS, 5, SCRf:w PARRN WIll BE 12" C:t< ALL PERll.IET(RS AND 24" O,C, FlELD C:t< EA01 PANEL. 6, AlUIolINIJt.l END CAP \lI1ll BE AlTA0-IED 'MTH .:; t8x\/Z" CORROSlON RESlSTl\;{ \lIA$J-\ER HE:ADED SCREWS 7 ~AJ.. AlL ~w HEADS 'MTH CAUU<1NC, ,ASTENED Dt:T[~INED PAN OR iXUPQSlT( PANELS BA...~ ~ CONSTRVCT1~ / U~ CCRROSlON F'1:SiSTl\;{ sa<fWS PANS OF HOST STRUCRIRf / "''''CHCf:EO W/ (10X1/2' 0 3(p~'" INTO ~ / ~C[I'..1NG 0-IANNEL AND I {10x1/2" 0 HOS ~ I RIDe<: CJ.9 Cl.:*<NEcnCt< TO ~C[I'..1NG ST"RlXTVRf: ~~P' D1A....NEL COOPDSlTE P.v-IHS US(: OR FASOA , t 1/.". 1+1/2' WITH 1/4" WASHERS SCRE.... 11-<RWCH Rl::CDw<C CHANNEL F'RQI,j 7iY ca~,{:CTlOO Rl::OOiRE:D ~ I CAUL!< AU. CONNECTlCt<S (SU OCTAil) ~ EXTRUDED OR ~ETAL HEADt:P 0,032" I,(JN. CONNECTION TO HOST STRUCTURE HOST STRVCTU'?f Of> FAOA &: SUS-FAOA CONNECT1ON R€QU\~lAENTS ,IY VARJOJS LOAD CON~TlCt<S LOAD CONDITlCtiS \'lINO \1:l00TY LOADS O€AO + U\1: LOADS ClASS R1)()!.j S HOST STR1JCllJRL '00 UPH 110 IoCPH 120 I.(PH 221!'Y J21fSF 5711'Y 1 CON0<ET( 1/."x1-1/8- CONCl'<ETE SCREWS 0 12' O,C,------>2 0 " O,C, 2 wooo FRAAlE 1/4"x2" LAC SCREWS 0 s" OC,------------>2 0 I" O.C, SO<HN, ViN'l1.., AND CARPORTS HOST ST"RlXTU~ 100 l./PH 110 lAPH 120 IolPH 221/SF J21/SF 571/SF I. CON~T( 1/.".,-1/e" CON~TE SCREWS ~ 12" Q,C,------>2 0 l' O,C, 2, '-H(.W F'RAJ.lE 1/4"x2" LAC SCR.EWS 0 12- 0,C,----------->2 0 " O,C, N{)i(S: \'olO(XI STRUCTURES Si"OIJLD CONNECT TO TRUSS BVTTS OR THE sue FAClA ,RAJ.li~ 'M-iERl:: POSSIBLE: ONL Y 15~ OF SCRf:'~ CAN BE OIJ'fSlDE THE TR\JSS BUTTSjS1J8 F AC1A AND r~o~ AREAS SHALL HA\;{ DOOBt.E AN~ORS AU SCREWS IN10 ""E HOST STR1JCTURf SHALL HA\;{ !.IIN 1-1/4' WASi"ERS OR SHAll BE wASl-iER HEADW SCREWS, J NOT(; NO FOOTlNC REOIJIRfD EXC-H'T 'M-1EN ADDRESSING EROSlON 2'-0' l./IN BEFORf StOPE VIN. 2SiXJ PSl CONC, W/ 6x6-10xl0 W,'Jf, IoCESi" OR t FiBER lAESH l1'?1CAl , , #5 BAR CONT, 1 14 BAR CONT ..~~ J. ..ol'(~ fQ.Jt ~ ~Tt 0<:t:1 ~T ~~ .~ W(~ flA T StOPE / NO ,OO71NC ,""OO€RA n: StiYE ,OOTiNG STEEP SlOPt ,OOTlNC o - 2"/12" 2"/12' - 1'-10' > 1'-10' SLAB JETAILS ADDRESSING EROSION JOB NAME ADDRESS .._ '" V1 .... ~ ~ ~in ~ (r5 ::i ~<:5 ~~ :5 w8 0..0.. t::; ;;1i g~ 2 ZO ~ :t 0< oV'l 0'> w ;;!:3 w~ - <...> ~ ""0 lL.J Z ~~ ~-.I a ~ iIlt- - 0 8:;:> ViwZ VI ~5w g:E ~ ~'" <08 uw.., i5 ~a:> :?;wU ~'" ~ I "'~~~ 1 S....'" 2~z 8~2 CD 3~ <(w~ sa:a;;i as ~~....Ia:l~~5~" <':>VI~O<':> i"il.tj ~'iw ~~8 ~ 5~ a~;; 2g~ <( <:;>~ w< <~ u~- ~~~ ~~~ s: ~tJ _0 ~ t-Q:: N~ '" (/)-l LlJ-l 0:< ::)::0:: Q) lJ.! o~> -l....O (.) Z I) z-... UJ> ......9 Z -.J UJzO UJWOi a:w ocr: Q)O C') ~ B O'>~ ::" N" .., ~ I <( " 0<0<0 fi"~ 0_ '.a N' q]@j ~ Fl.lA.UE AND ,6.lWOo/IJU ~. YItoI'l'l. ~ GlASS "'ALl. SE! OCTM..S SEcnC1-4 2 ~ ~ o COHtR u:DCtR P1(R @ 2"1'6" JO'ST KANctR EACH (NO @ ~c; 1.8" O.CO tiCS T S TRVC T\..IRE 5 /~ PI. Yl'l'OOO rACE GRAJ'o4 P(;RF'(NOICVl.J.R TO .oST " WIDTH (vmfS) l -'" . 3 ilZ' CONCREiE su.f 3/8"xS' BOl.T AliERw.4T( PT PINE POSi l..EDC( R $UP?ORT i. ALl \II'ALl F1VJ.llNC 16" O,C. (EXCVTlO'-C z.' O,C, rOR WOOO STQRAC( ROOM) 2. PltR POST CAN 8( BOl TED TO SlAS OR (WTlNUOOS r OOW OR H A vt ISOLA TED C()-4CRETE rOOTER EACH PIER sa Dn~L NOTE: C[NTER $i'Rr'i~ REOUIRED ONLY IF OCPT,; if D€O< DCEtDS 10' H~CJJol[ ANCHOR E.4C>< ..(XS1' i 0 ctN TE? $ '1"R1N-G(R NOiE: TYPICAL WOOD DECK fU1" wooo ~ws w/ 5/~ WASKERS 3 PER PANEL ;' .." TOP Pl..A it p,T, PlN( ;'.." Si\.QS ~\IED $lOlNC ...5 RE C'Ul<:rD , /.'..3" BO:. TS OR T -BO:. TS INTO CONe. Sl.AS 0 Z.' o,e. WI '/8'xl 1/2' WASHERS ~ 3 '11 1-- t \ / AlUIllNUIJ CO\V< (SH HOST Si'RVCitJRf) ~ CO'-<Nt: C Tl ON TO -- H\.RRlCA~ AND+:JR$ AND A:. iERNIo. it S;VDS ToP ~ BOi"i().l 2 L>-.Ti:RNAL L's OR ~ RE~fVINC (>I.ANNQ - 2 1/.' D<~ETER BOl. TS (). CH .4JoIQ[ s . f1 0.1 1/2' SOlS EACH A.NGU ALIJI,IlNUlJ 8(~ Fl'l/<J.llNC INTO CORNER or \110OO r.:w.IED Uit...JTY 9-lED D€i AT.. _______ P,T ;'.." '/"'u' 1..-'C 00.. T 2 PER POST 1'u' TOP AND Bon~ PLATE SCREw 2' O,C. POST 2'u'rl).o<<' EXTR. "0.' i/2' SCREWS 31 POST UlN, ToP "'NO BOT. 'I.'u' LAG 00.. T ~2~~7 '1.' 1HR\J eex. T (I) AlUIAINUIoI CASTINe ,..... r>OS T S x.3' xO, , 25' ~ i/.' Ioi~Y ~ ~~l 21 POST rNTO C()-4CR[T( SCR[[N RQCl.I 2 0 POST AND 2'-0' 0 C, .... .. .. . .. .. . .... I I.' Ioi .4SCJo/Ri' AND-IOF\ 21 POST INTO CONCRETE SCRE:tN ROOIoI 2 0 POS T me 2'-0' O,C. ALUMINUM SCREEN ROOM UNDER WOOD FRAME PORCH t<.LUMINUM CONVENilONAL CONSTRUC1l0N PORCH POST CONNEC1l0N ;,..: E?S WALl. P.A.Hn - , '/2" x S' x O,~" / RtCEIV.N(; ~ ,,0 x '/2' s..w..s.. 0 6" O,C, WN. 3/." PI. YllOOO OCO< 1/." x I 1/2" LAC SCREW w/ ~/~ \USO 0 24" o,e. COMPOSlTE PANEL wALL TO WOOD DECK ALWINUIJ POST SE! TABLE 3/.' PI. YIilQOO ClEO< '" - 8O'.T sa: 7~ U-CUP LAC SCR('W SEt: T "-SLt POST TO ~~OD DECK LA C SCRt.JorS sa 7 "-9L[ l' . 2' QoIA.'olNU LA C So?<:f t'fS ~ se, "at ~ SCREEN ROOM WALL TO WOOD DED< ~ 1'tRNA T( POST: .' . ",' P,i,P. "" TO 'tllOOD DE 0< OR B(,Ioj,( //' .OR A:.Ul4lNVlJ R{Q<' @ VIRGIN SOIL S 16",'6'x4' CONe. P.4.0 " 80 LSS, ~ P'Sl ~CR[TE o R~cro SOL ~ 1/.'><2 1/.' o:P~ eOL ~ 2 EACH PER SA$( ISOLATED FOOTER ~ ALLOWABLE LO~ AND ~AX. LOAD AREA rOR ANCHORS ~ NTO 'flQOO fOR OPEN ~ ALLO'<<"-8LE LOAD I lUX. LOAD AP$.A (Sof,) 0 '20 1oI.P.H. M'-iO LOAD , OF ANOiORS 1 '2 3 ~TER ANCHORx OoIBE01oC(NT '/4" x ," 26-4//13 SJ. ~~/'2~ s..r. 1/4" x , 1/2" ~96//19 SJ. ~21/~ s..r. '/." x '2 '/Z. u,o,131 So., 1~"L01I6J s..f, 5/10' x I' 3121115 SJ. 62.,IXJ s..r. 5/16" x , , 12' ~/22 s.r, 9J>61!.S s.., 5/16" x '2 '12" 7801137 s.., '.~/f7. s.r, 3/8' x I" ~1117 $..F. 7121/~ s..r. 3/8' x , '/2" ~/125 s..f'. l.Cl6-811~1 SJ', 3/8" x 2 1/Z' 8901142 s..., 1.780//85 $", ~ NiO CONCRE TE .~ ClF'EN EAAWNCo"S ALlOwABlE LOAD I lolAX" LOAD ~A (S.f',) 0 '20 1oI.PJ-1, lWoID LOAD I OF A.'+CHORS I '2 3 O'.).J.(( TER ANCHQRx f)J~ T 1/." x I 1/2' 7571!Y> s.r, 1~141139 S", 2.27111'08 S.f', 3,OZ8//'u s..., 4 mll~ SJ. '.~I/~ s..f'. 1.1~/57 s.r. '.~//75 $.F, '.'~f;'fOl/9. $,f'. 2.~I/1-:l6 $.F, 9J>6114-5 SJ. U~~ s.... , .41:>41167 S.f', '.enl/89 s... 2,3-4.011"' s.f', 3,1"L01I'~ $..F, 1.06J;1/~ $,f'. 1....2.1I~ $.F. ,,6()2/f76 S.r, 2.1361/102 s..r, 2.67011'67 s.., .\5&01/'69 s..f'. . 3/8' x I '/2" 1.0YJI/SO s.. 2.1'./r.>3 5.', 3,"'11'~' S.., ..2281120' $.r. 1/2' x Z 'I." ,.u~1I69 $.'. 2.8S611'37 s... 4.YZS//206 s... ~,n'211275 5." 'tHR'O\..ICH OO..'I"S POSi TO B(~ FOR 0l"[N BUn..D1NC ALlOWABLE LOAD / IJ.AX. LOAD ~ ($...,) 0 120 1oij>,H. ~'lD LOAD I OF ANo-lORS I 2 3 Ol.A.J.l(TC;R AIo/CHORx (lENGTH - POS; THt(XN(S'S + 1/2") ,/.' ;r t",'/2' 2,3&611"2 S... oI.,i121/Z13 $..F, i,0S8//3-36 s..F, 3(8" . t+1/2" S,XlO1I252 s.. 10,600I/SOS SF, '/2" . \""12' 9,.-:l61/u'9 S.r, TARI I: lolA.'<, R{Q<' ~ rOR ~UlolNJIo( POST rOR A HCVSE POR01 rOR ALlOYfABLl R{Q<' AREA LISE '/oRE..).' '" $ X (W/2 ... O.H,) (X)..l,(?jL: "s"- 7' , 'If - 12'. & OK +- 2' iHVS: .~" - ~ Sf !>OS i TY?( lolAX. 1oU0lii, R~ ~ FOR V.<.Rl()I..!$ T'I?E POSi N Sf POST HCT POST I.I~ I 'tOi~~ uP iO ~ l/Sf !< '20 ~ ~ L J" . _3" xO O&O'.-ROLL . QR1.([D.. ;- 9' 8.750 '67 s. _s xO Q6.0' _ SCAllCPf:t,o 10'-10' 10,000 ,;'. 5._0,90' _TUB(. "'-10' '4,850 190 277 3'._~. 0,12'5' _iVBE. 11'- 8' '9,~ €.-43 ."._.'. 0,125'_ iVBE. 1,5'- 9" 26,'~ 499 . ALlOY 5053 i-6 .. ALLOY 3105 H16 y . S AUJIo/.. POST OR C1 ," .," PU.~7" 0 CAL v. POS T .4JoICHOR AN!J 4-1/.' . 2-1/.' TAPCON ~-1/2" S-.AS 2 15 BARS EAo-l WA Y Iot~ uPLIfT I 16"x16' 2....u.. .:;0' >00' I I -+ I 12' 11 POST TO CONC HE POST TO SLAB DETAIL NOit: NO rOOTING Rtcx.RRED EXct:Pi WHEN ADDR($SINC E'ROS(;)O; 2'-0' UrN. LAI"l, 2500 PSi CONe, w/ BcrORt Sl.OPE 6><6-10.10 W.W, IoIE9-l OR nBER ~SH Trf'lCAL I ~ BAR CONT, +-:--- ' 14 BAR CONT. "'7~ "."~ ,~ 1+01 R(~ IlR!: ~ rt.Ai SloPE / NO rOOTING 1ot0000"1'.Ait SlOPE: FOOTING Sit!;? SloPt .OOTlNG 0- 2"/12' :'/~'2' - 1'-'0' > "-'0' SLAB DETAILS t"DDRESSING EROSlON JOB NAME ADDRESS :...,~t::'~.~~:r: VI VI ... ~ z 000\ !i -S ::E w tJ:o t;!~!:'lr g w3 ~ ~ ~ i:~ g~ ~ Zo ~;i: 0< ~ 0.... ~3 < - <..> ~.... ~g w ~ :~ ~o 8 ~ ..., .. Z <..>..., VlZVl LoJ~ I.:> z zow88 z -"" <0 U"''''' is ~co ~....<..> SO....J I VI 0<'5....0 o-<~ ;!:(.>:: It> Zw ZCDJ 0::; wo <""0 =o.o:i 25 Vla::....J~:'; ~ a::0 ~<<5o"'I=~W -11>... a:<'>o -< ""U r:~w <~u z o~ O~j; ~::>~ < ~:.; !i~... ~d... g xO\ 1=0011>;1; 0 co ~~ ~ ~~ g:) ~I- ::)z ZW -z 0) ~ 0 UJ ::) n- o: ...J ~ ::)<0 I- o 0 () ::)Z, 0:< I- <!' 0) OZ 0- O~ ~~ tI.. ~ B ... c3"~ C='....J ~~ ~~ ~~ Co. N.... o ~~ ..J\....J I l!.!J~ ~~'" LA.) -" I"') ~o 8~:-;; ~ I .: or!. a:: co . 0> '" w~w--,.... @l~~~w- b<3x~5;; >::l%oo-O> C::;') w 0 -...." A~08~~ c:Jl (.) Q.. 0.. ... L... I .I \ SHUT I <1Jb DRA,W\'\JI- " ---R 1 PERMIT ONI.. Y TABlE 1: ~~ sPMS fOR STA.'C~IJ.U',lItM'" ROO( PANtLS (;F 3105 H-t4 00 H--25 ALlOY YlINO LOADS: ClSS RQClI.iS, unuTY ~, Sl-lED'S. MO On-ER ENQ.OSW 8V~ , O,H, CUlDlTION NO 0, H, I' O. H, 2' 0, H, 3 0, H, '-1/."x 0,026" 100 loIPH 'It. L 5'- 4" 110 IRH W. L .'-10' '20 loIPH 'It, L 4'- 6" 1-1/4-x 0,0.:12' 6'- 3" 100 loIPH 'It, L 5'- S" 11 0 IJPH 'II, L, 120 loIPH W. L 5'- 3" 1-3/4-x o.m' 100 loIPH W. L. 5'- 6" 110 IRH 'II, L 5'- o' 120 loIPH w, L. .' - 8" 1-.3/4"x 0.0.:12' 100 IoCPH w. L, 6'-'" 110 "'PH 'II, l.. 5'-11'" 120 IoCPH 'It. L, 5'- 5' 3~x 0.026" l00IolPH 'It. L 110 IRH W. L '20 hlPH W. L. .3"x 0,0.:12' 100 hlPH 'It, L, , I 0 Io(P\; W, l.. 120 "'PH W. L U\1: LOAD: All O.H, CQ.I04TICt-I 1-1/4'x O.~" I/'SF i - 0- 38 (/SF t t 5'- 9- 1-1/4"x 0,0,32" 20 II<Y L. L 8'- ~ 30 T/SF L, L 6'-~- 1-3/4"x 0.026' kor 1- .- 38 S~ t t 6'- 0- 1-3/4'x O,o.:IZ" ZO I/'SF L L ~_- Or: .30 r/SF L l.. I 3'x 0,026- 20 IN L. L , 3' - 3' 30 T/SF L. L 10'- 9" 3"x 0.03Z- I/'SF 15'- ,. 15'- 2- 1S'- r 15'- 2" 38 (/SF t l:: lZ'- J' 12'- 5" 12'-1'- 1J'- S' 1. TOT A4.. ROOF PANEl. w, D TH - R()()Y 'IIIID TH Pl U S~ ALL \l!\O TH PlUS 0\1: Ri1 AN G 2, THE 90lAUIST VAlUE CF THE 'fIolNl) LOAD TABLE CR THE LL, T..aL CO~ TABU: I: IolAXIIIW SPANS FOR STANDARD AllMlNUIol ROOf PANELS OF 3105 H-28 ALLOY \lllND LO~ ClASS R()()Y$. UTlUTY ~ SHED'S. ANO 0Tl-iER EN Ct 0Sc:D BV1!.D IN(;S O,H, CQ.Il)TlON NO O,H l' O,H 2' O,H, 3" OH, .3"x 0.026- 100 IolPH W,l.. 1"-10' 12'- Ct' ,z'- 6" 13',- ~ ,,0 "'PH W,L. 10'- 9' '0'-"- ,,'- 6- 12 - ." 120 Iol?H W,L '0'- I' 10'- 3" '0'-10' 11'- 9- 100 1oIP1-1 W.L ,.'- 0- 14'-'" 1.'- 6" 15'- z' "0 IJPH w,L. 12'- 9' '2'-1'" 13'- 4" '4'-'" 120 IolPH W,L. 11'-"- 12'-," 12'- r 13'- 4" uvt LOAD; All ~C ~S O.H, CQ-I01TlON NO O,H, " O,H, 2' O,H, 3" O,H, ~x 0.015" 20 1f'<Y LL 16'-'" 10'- z" 10'- r 17'- 2' 30 I/SF 1..L. 13'- I" 13'- Y '3'- 8" H'- S" 3"x 0,032" 20 I/SF Ll 18'- 4' 18'- S" 18'- 9- Ig'- Y .30 I/SF 1..L. H'-1" ,S'- I" 15'- 5' 15'- I' 1. TOTAL ROOF PA/'olEL WlOTH - R{X)I.j 'MO~ PLUS WAlL \lr'IOTH PLUS OVERHANG, 2, THE ~ALliST VAtU( Of THE 'MND LOAD T"-8lE OR THE LL. TABLE COVERNS, TABU: 1: IolAXIl.lIJl,l SPANS FOR INDUSTRY STANDARD AlW~ CQI.lPOSHE ROCF PANELS W/31OS-H14/K-25 AlUL(INUI.I ALLOY SHEATHING &. 1.01 EPS C(R( 'flINO LOADS ClASS ROOIAS, UTlUTY ROOMS, SHEDS, AND OTHER ENCtOSm BUILDINGS, Yx 0.026" 100 Io(PH W,l.. 11'- 5" 11'- r 12'- 1" '2'-"" 110 I.f9H W,L 10'- 4' 10'- r ,,,-,- '2'- 0" 120 l.(p\-i W,L, g'- 8" 9'- ,," 10'- 6' 1"- 5" 100 Io(PH W,L. '2'- 4" 12'- S- 1.3'- O' 13'- 9' "0 LlPH W,L, ,,'- 3' 11'- s" ,,'- '" 12'- g' 120 lolPH W,L '0'- 6' 10'- 6- 11'- 3" 12'-" '00 I,(PH W,L ,,'- 8' ,,.- 10' 12'- 4" 13'-" "0 LlP1-1 W.L. 10'- 7" 10'- 10" ,,'- " 12'. 2" '20 I.lPH W,L g'- ,," 10'-" 10'- 8- 1"- r '00 I.lPH W,L 13'- ~O' 14'- O' 14'- 5" 15'- I' 110 1.lP1-1 W,L, 12'- 7" '2'- 9" 1.)'- 3' 14'- O' ,2<) MPH W,L ,,'- 10' 12'- 0" 12'- 5' 13'- J- LIVE LOAD CNCtUOES 2 USF' DUD LOAD) ALL BUILDlNC TYPES 3'&026" 22t/SF 13'-'" 13'- 2" lJ'- 8- '4'- 5" J21/SF 10'-'0" 1"- 0" 11'- 6" 12'- 5" 221/SF 14'- 2- ,,'- 4" 14'- 9" 15'- 5- J2I/SF 11'- g" "'-1:" 12'- 5' 1J'- 2" 22t/SF 13'- 5' 1,3'- 6' ,,'- O' 14'- 8' 321/$F' 1"- I" ,,.- 3" 1"- g' '2'- 7' 221/SF 15'-'" 16'- C" 15'- 5' 17'- 0: 3211$F' '3'- 2' 13'-" 13'- g' 14'- 6" 1, TOTAL ROOf P"-NELl'I1C'TH * ROC""', WlDi'l1 + wALl \lr'IOTH ... OVERHANG, 2, THE USSV' SPAN (of NINO LOAD ~ u~ LOAD SHAll COVERN, 5' .... 5'- yo 4'-'" 6'- 8- 6'- J" 6'- o' 6'- 6' 6'- O' 5'- a" 7 ..' 6'-"'" 6'- 8. 5'-10' 5'- S' 5'- ," 5'-10- c'- 5- 6' - 10- 5'-11" 5'- 3" 5'-10" 6'- .r 7- , 6'-10' 9'- g" 8'-10- a' - J" g'-1'" g'- I" S'- 6" , ,'- 5" 10'- 8" 10'- 3" 10' - 6" g'- g" g'- 2' 1"- 6- 1"- 0" 10'- 6" 10'- 8' 9'-'0" 10'- 0" BUILDING 1'!?[S NO 0, H. I' 0, H, 12'- J" 11'- J" 10'- 7" '.)'- 0" 12'- ,. 11'- 6" 2' O. H, 3' 0, H, i- 3" 6'- ,. a'- ," i- 0- a'- 6" 7'- O' 9'- ?: 7-10 i- j" 6'- 4' 8'- " 7-'" a'-,o" i- 4' g'- 5" a'- I" i 3'- 4" i"- o' 13'-10" 1 ,'- 6" '4'- 6' 12'- 4" 3"x O,~Z- 3- x 0,0,32" 4"x 0.026" ."x 0,032- 3" xO,0.32" 4"xO,026" 4" xO,032" _._.~--------~ TABU 2: ....a.x.. ROOf, B(AY SPANS r~ S<:RfDl,- ClASS ROOMS. unuTY ROCus. SHros ~o Ol1-1ER E.Na.osto s'fR\.lC1l.lR(S WI SOUO ROOfS ' AlUI.lINlJIol B(AI.I$ ~ ~ 1-6 AllOY EXAJ.lPlE: fOR SPAN "t" Cf-4 DRA~ VS( LOAD W10Tl-i - "'''/2 + O,H, 2'x 4"x O.~" T1lT 8(A.W: LOAD \IlfOTH - '4'/2 + 2'O,H, - 9' LOAD ....'l1-l - g'; LL 0 22,/SF S(A.\of' SP~ - 4'- ," BOJA SlZE 8(AI.I SP~ ~ D(SlGNATEO LOADS BtAM UVE LOAOWINO LOAD LOAD 'MOTH 22//SF 32//SF 100 l.lPH ',0 I.lPH 120 IoCPH 2.. 2.~,o.<<. EXlRVS!QN ~. 5'-10. 6' 5'- 4" 7' 4'-1'- a' ,'- r 9' 4'- 4- '0' 4'- ," ,,' 3'-1'" 2"x 2"x 0050- (X'ffiVSlCt-l 5' 5'-'- 5'- 0' 5'- I" 4'- r .'- 3" 6' 5'- r .'- 6' .'- I 4'- 2- .y-,,- 7 5'- Z- 4'- 2' 4'- 3- 3'-11' 3'- j" 8' 4'-10' 3'-11" ,'- O' 3'- r 3'- 4- 9' EXAMPlE 4'- 6" 3'- 8' 3"- 9' 3"-~' 3'- 2- 10' 4'- 4' 3'- 6' 3'- r 3"- 3- 3"- 0- '1' ,'-,' 3"- ," s- 5- 3"-'- 2'-10" 2-x 2"x 0,0'33 EXT CR 2"x 3".0.050' TlL T 6EAl.I OR 2-x 3-.o,~- EXTRVS10N 5' S'- 0- 6'- 6" 6'- 8' 5'- 0" 5'- 7' 6' 7-.' S'-1\" 6'-'" S'- 6- 5'-'" 7' 6'- g" 5'- 6- 5'- I 5'- I" 4'- s- a' 6'- 4" 5'- 2' 5'- 3" .'- g' 4'- s' g' 5'-"" 4'-I\)" 4'-"- 4'- 6' 4'-'" 10' 5'- 8- 4'- 7' ,'- e" 4'- ~ s-,,- ,,' 5'- S- 4'- 4' 4'- 5- 4'- 0- 3'-10" Y x 2- x 0 050" EXTRUSlCt-< S' i- 5" 6' 5'- 9" ~' 6'- 3- 8' 5'-'0' g' 5'- 6" 10' 5'- ~ " 5'- 0" ~- ':.;;:; TA8lt 3; WAXlI.fU\.f rtOQlT C$ um<;HTS fQR SCRrEN mo ClASS ROOAS OCTRVSOONS N<IO saf MA~ 8(AU$ <Y 6063 r-6 AllJlo,4lNVU ALlOY USlNC SCRE04 P~El WIDTH "'W" (sa T't'f'1CAl ClASS RCl()U DRAWlNC). SUEeT Uf'RlCHT RtQlJIRtO F'RQl.I Tl-lE loIAX HOQlT ALlov.m FOR EACH EXTRUSION WIDTH -W" ~. 5-4" 60- ~- 42" 66" 72. 4'- 9' 4'- 4" 4'- 0" 3'- 9' 3'- 5' 3'- 4" 3" - 2- ."..10- ,'- 5" .'- 1- 3'-10. y- I S- 5" 3'- 3" 4'- 5' 4'- 0- ,3' - S" 3'- 6- J'- 3' s- ,. 2'-1'" D: T'Rf.J'SI<)N 2.. Z'x 0.0.<<. g'- Z' a'- 6' 7'-11. 7'- 6' 1-'- 6'- g' 2"x 2"x O,O~" '0'- 2' 9'- 5" 8'-'0' 8'- 2" 7'-11" i- 6" i- 2" 6'-1" ;2'x Z"" 0,093" 12'-10" '1'-1'. ,,'- ,- '0'- 6" 9'-'" 9'- 6" 9'-'. 8'- 8" 3"x Z"x O.O~. 10'- 8" g'-11" 9'- 3" 8'- 9" 8'- 3" 1-1'- i- 6' 7- 3- Z-x S" 0,050" 12'-10' "'-1'- \1'- I" 10'- 6- 9'-1'- g'- 6" g'-,- S'- 8- 3"x 2"" 0,070- 13'- 8" 12'- S" '''-10' ,,,- 2" 10'- 6- 10'- ,- 9'- 8" g'-:S- NOTES; ClASS ROOIo/$ TriE ADOlTION CF AN ALUWNUI.I FRAME \IIlNOOWS '11/ GlASS PANES ~AT ARE C(SlCNEO TO "0 I.If'H 'MNO LOAD REOUlRfMENTS 10 THE A80\1: UPRIGHT SlZF:S INCR(AS(:S THE STR(NGi11 $(I THAT ADOITICt-<AL FRAMINC 1$ NOT REQUIRED, 4'- ,. 3'- g" 3'- s- 3" - 2- 3'- o' :2'-10- 2'- g- A."~ ALLOwABli LOADS AND 1oIAX.. LO"'O AREA fOR ANCl10RS AN~ INTO WOOD F'OR oPEN 8UIlCXNGS ALLOW.4&E LOAD /1o(AX.. LOAD AREA (S,F,) 0 '20 1oI.P.H, WINO LOAD 1 Of AN01ORS' 2 .3 , [XAl.AE1!R -'NCHORx (J.l8EDIoI(NT 6'- ," 5'- 6' S'- ,. 4'- g- ,'- 6- 4'- 3" .'- ,. 5'- ,)" 5'- 7- 5'- 2- 4'-10' 4'- I 4'- 4" 4'- 2" 5'- 7" 5'- l' 4'- g- 4'- 5' 4'- 2" 3'-1'" 3'- g' 1/4- x ," 26"'/13 S,f, 52el/2S S.F, 7921/'3a s.;, l,~#/50 s..F, '/4- x , '/2" 3%1/,g S,/, 7S21/'3a s..F, I.lsal/S7 s..F', 1.~//75 S.F. '/4- x Z 1/2' 6601/31 S,F. U20l/63 S.F. ',S801/94 $.F. 2. &+'J 1/1215 s..F, 5/1e x , " 312//15 SF, 62"1/30 SF 9.301/45 $.F, 1.2481/59 S,F 5/16" x , l/Z" 4-&81/22 $.F, 9~1/'S SF ',~I/67 S.t, ',8721/89 S,F, S/16' 2 1/2" 7&:)1/37 SF, ',56CI/74 S,F 2,.34<)1/111 S,F, 3,120//148 S.F' 3/8" x ," ~01/17 $.F, 7121/34 $,F. !,0681/J.4 s..F, ',42-4'/68 s..F, 3/S" x I '/2- ~I/25 $,r, 1,06e1f51 SF 1,6021/75 $.F 2,' .301/102 S,F 3/8- x 2 1/2" 890'/42 S.F, 1,781)1/85 Sr, 2,6701/167 SF 3,5601/\59 SF 5'- 2' 4'- 0" 4'- 4" 4'- l' 3'-10- 3'- e' 3'- 6" 3"x :?-x0070" EXiRVSlON 5' 8'- ," 5'-10" 5'-1'" 5'- 4" 5'-10' 6' 7- 8' 6'- 3" 6'- 4" 5'- g" 5'- 4- 7- ' " 5'- 9" 5'-10" 5'- 4" 4'-1'- I I 8' 6'- r S'- S" 5'- 0- 5'- 0" 4'- I g' 6'- ~ 5'- ," 5'- 2- 4'- 6" 4'- 4" '0' 5'-"" .'-10" 4'-'" 4'- 5- 4'- I' 11' 5'- 8' 4'- T 4'- 8- 4'- 3" 3'-'" 2"x 4" x O,05O'x IlLT &,4J.A S' 9'- g- 8'- O' 8'- ," 1- .." 6'-'0" 6' 8'-1" i- 3" i- S" 5'- 9" 5'- 3" j' 8'- 3- 6'- g" 6'-10" 6'- 3' 5'- 9- 8' r- 9" 5'- 3" 6'- S- 5'-10" 5'- 5" g' i- 3" 5'-'" 6'- 0" 5'- 5" 5'- ,- '0' 6'-"" 5'- I 5'- 9' S'- 2" 4'-'0' 11' 6'- r 5'- .' 5'- 5- 4'-"- 4'- r 2'x 4"x 0~4"x 0.'20- S,j,f,8, 5' 12'-10' 10'- 5" 10'- 8" g'- e- 8' -". 6' \1'- S" 9'- 6- 9'- a' 8'-10" 8'- 2' 7' 10'-10" 8'-'0' g'- 0' 8'- ..," i- I .. 8' '0'- ," 8'- 3' 8'- S' 1- 8' i- ,. g' 9'- 6" r- g' 1-1'" 1- 2" 6'- e' '0' 9'- l' I- S' 1- 5" 6'-10' 5'- 4' ,,' 8'- S' 7- O' 7- 2' 6'- 6" 6'- O' , THE $!.I AJ..UR SPAN FR(;.j THE 1.L. ~ THE WIND LOAD TABU GOVERNS, AN01CRS INTO CWCRET( FCR OPEN BUiLDiNGS AllO'<<"-8lE LOAD / 1olA)( LOAD AAf..A (S,F,) 0 120 ....P.H, \lr'IND LOAD 1 CF AN01ORS' 2 3 4 DVJ~(TER ANCl10Rx EJ.l&DI.4ENT 1/4' x I 1/2' 7571/36 SF 1,514//39 SF 2,2711/108 S.F, 3,02811'+4 SF, 3/8" x I 1/Z- ',0501/50 SF, 2,".'/5.3 S,F', 3,1T11/'51 $.1" 4,228//201 $.F, '/Z- x 2 1/." 1,4..:51/69 $.F', 2,BMI/137 s,F', 4.32'311200 $.F, 5,7721/275 s..F', 78" ..~',..~~ ~ g Z co.." 1.01 -5' ~ 0::0 ::I lX~ ~o:: ~ w6 Cl..Cl.. t:; j;~ 5~ ~ 5~ 0'" ~ ~ ~o 1.010 _ U ~.........~ z: 9~ g:..... 8 ~ "'...., -~ U ~ VlZ....w... z zO~8~ ~-"" ~ogu~~9~"? Vl(X ",CD I :5 ....co o<~ ~<50 Q z"" ZOO 0-- wo <w~ dO:o ~ 25 ...,Cl:....I.$Cl..v;:Z 0:'" Z<i5 <",0<"" '-'VI,,- 0,-, ;:: Cl..u Vi.., O::ZU < 15Z wzw<i5UZ < oJ;!: ~::>Bl < Vlt:; w< <....I v <i71 ::z:~t.... i-~~ 0 ~w ....CO"'_OQ....a:: N~ 0: UJ > o rJ)U ~O Oz 0< 0: rJ)~ rJ)..J <:<: ..J~ .., o ..J o rJ) ~ e, .... g~ J~ "~ 0. N.... ~o ,...,... ..... I ~ <....'" w 9"'..., @o ~:.~ g I ........ I "-0.... 0:: 00 . 0'> '" t1~~~" @)z..c-Zw,,;, ~~~g~g ~waJ.....[:--- ~~~~~~ CJU 0.....10. ~ Of ~ ~'..~_.~.~ TABlE I: IoImuw SPANS rOR RQYAl AlUl.clNW SUPER pm PANELS OF Jl~ H-28 AlLOY , MANUf'ACllJRERS PROPRIETARY SUPPLIES WNO LOADS CAR?QRTS. SCREEN a: V1N'11.. RO(),jS, a: OTHER Cf>(N BUIlDINGS O.H. CONonlQ< NO O. H, I' O. H. 2' O. H. J' O. H. 2-1/2". 0.022- 100 \.(f'H W, L 110 IolPH W. L 120 \.(f'H w. L 2-1/2'. 0,028" '00 I.WH W. L 110 IolPH W. L 120 I.(f'H w, L 2-1/2'. 0,0.30" 1 00 lol?H W. L. 110 lolPH W. L 120 lol?H W. L 2-1/2'. 0,03-6- 100 l.lPH W. L 110 IolPH W. L 120 wPH W. L. 1~'- 9' lJ'- J" 12'- ,. 16' -,,- IS'- 2" 13"-10- 17'- 9' IS'-"- 1~'- S- 19'- l' 1/- I' 'S'- r 14'-1\- 13' - ~. 12'- J'" 17'- ,- 15'- J' 14'- O' 17'-10" IS'- 0" 14'- r 19'- 2' 1/ - 2" 15'- 8- All BUllDlNG T"f1'>E S - U \IE LOAD O.H, CONOI1100 NO 0, H, " 0, H, 2-1/2-. 0.022- 8" 14'-10' 20 I~ L L 14'- .30 IISF L L 12' - 0- 12'- Z' 2-1/2'. 0,028- 16'-10' 1/- 0' 20 I ~ L. L, .30 I/SF L, L 13'- 9' 1S-I\' Z-1/Z'. 0,0.30' 8' 20 I~ L L 1/- 1/- 9- .30 I/SF L L 14'- 5' 14'- 5" 2-1/Z'. 0.0,;,0' 20 I/SF L. L 19'- O' 19'- I' .30 I/SF L L. 15'- 5" 15'- 7" 15'- 4' ',3'-10' 12'- 8' 17'- S- 15'- 7' 14'- 5- 18'- Z' 15'- 4" 15'- O' '9'- 5' 1/- 5' 15'- l' TA8LE 1: lojAXlIolUW ROCf' SPANS rOR ST'RVCTAlL fJUll..OlNG S'rSTEW PROOocTS AlUUlNUW ro.cPOSlTE PANUS STANOARO ,PANEl W/ALIJl,/INUW SHEATHING JI05-H14jH-25 AlLOY 1.0 , EPS ca:<! OEJiSllY ' 'MNO LOADS SQl:UN II: ...,Ni1. RO(),jS, CAR?QRTS, ANO OTl-l(R ~N 8UIlDtNGS J"'. 0.019' .NO_O.H. 1'_o.H._----2" _O.H. 100 IoIPH 'It, L 14'- r 14'- 8' IS'-'" 1\0 ~ W. L lJ'- 4' 13'- 5' 13'- 1\" 12Q IoiPH 'It. L lZ'- 4" 12'- S" 12'- 11" 3-. 0,024' 100 wPH 'It, L 1/- 9' 1\0 Ioi?'n 'if, L 15'-:;- 12Q IoiPH W. L 15'- 0: 3-. O,OJZ" 100 IoIPH 'It, L 2Q'- r 20' - 9' 21' - 0' 21'- S" 110 WPH W, L 18'- 10" 18'- 1\' 19'- 4- 19'- 10' 120 wPH 'N. L 1/- 5- 17'- 6' 1/- 10' 18'- S- [)(AD + UYE LOAD &: CR/S<OW LOAD (INCtUDES 2 1f<'J DEAD LOAD) ALL BUiLDiNG TY?[S J'. 0.019" 2Z1/$F J2I /$F 571f<'J 3".0.024" 2'21/$F 3'21 /$F 57/~ 3". 0,032" 2'21 /$F J2//$F 571/SF WINO LOADS SCRHN de VlN'11... ROCoIolS, CARPORTS, 4". 0.019' ____NO_O,H, 100 ~ 'If, L '8'- O' '10 IolPH 'It, L. 15'- 5' 120 loolPl-l w. L '5'- 2" 4"( 0,024' 100 loolPl-l 'If. L 110 l.(PH W, L, 120 loolPl-l w. L. 4'. 0,0)2' 100 l.lPH W, L 21'- 4 21'- 5" 21'- 8' 22':-2"--- "0 IolPH 'It, L, 19'- 5" 19'- 6" 19'- 10' 2Q'- 4" 120 UPH w. L '8'- 0" 18'- I' 13'- 5- 19'- O. D€.AD + U\IE LOAD &: OR/SNOW LOAD (iNC1.\.IO€:S 2 I~ O€:AD LOAD) AU BVWNC ~S 4'. 0019.____ 221/SF 14'- 10" J21/~ '2'- 3" 571/$1 9'- 2" 4', 0,024" 22 I/$< 321/~ 5 71/~ 4', 0032' 221/~ 17'- r 17'- 8" J21/~ 14'- r 1~'- g- 571/$F '0' - 11" 11'- I- DE:AD + U\IE LOAD & OR/SNOW LOAD (INCt.UOCS 2 All BUWNC TYffS 5'. 0,019'__ 2211~ '/- I" 17-,3" 17'- r 18'- 2" J21/Sf 14'- 2" 14'- 4" 14"- 9' 15'- 5' 571/~ 10'- r 10'- 10" 11'- 4" 12'- 2' 5'( 0024' 221/S' 1/- -,~-,g;:--o----~--7-18'=1cY--- J21/~ ,4'- 10" 1S'- O' 15'- 4- '6'- O' 571/$1 ,,'- l' 1"- J" 11'- 10' 12'- 7- 6', 0032" 221/S, ---'8"=' 8" J21/SF ,5'- 5" 571/~ 11'- r 15'-"" 14'- 6" lS- 6" 18'- 0" 16'- 4- '5'- I' 18'- S- 1/ - 0- 15'- 8" 20'- O' 18'- 0" 16'- 8" 12'- 0" ,0'- 0- I - 6' 14'- 8" 12'- 2' 9'- I' 2' O. H, S 0, H, 15'- 3- 15'-10" lZ'- 8- 13'- 5' '/- 4" 17'-11" '4'- 4' 15'- 0" \lIlNt)LOADS C~T'S, s.o:<UN de VINYL. RCOoIS, &: 011-\ER tY[N O,H. CO'iD4TION NO O. H. l' 0, H, 2' 0, H, 0,030" W PANELS 100 IolPH W. L 15'- 8' 110 LlPH W, L. 14'- I" 120 LlPH W. L 17-10" 0QJ.4' 'It PANELS 100 loolPH W. L 17'- 5" 110 loolPH W. L 15'- 7" '20 IolPH W. L 14'- 2' 15'-10" 14' - 2" 13'- 0" 17- 6" 15'- 8' 14'- 4" 15'- 9" 12'-11" 16'- 2" 14'- r 13'- 5" 17'-10' 17'-10' 14'- g" 2' 0, H, 16'- I" lS- 4" 17'- 0- ,4'- 2- 10'- 9- 18'- ,- 18'- 8- '4'-11' '5'- 7- ,9'- S" 19'-11" 16'- O. 16'- r 1. TOTAL ROOf' PANEL 'M0Tl-l - ~ \Il\O~ F'L1JS WAll 'MOTH P\.US O'vU:H....'IC, 2. 11-\( ~AlLEST VALUE or 11-\[ WoNO LOAD TABU: ~ rrlE U~ LOAD T"-BU GO~NS. 20'- I' 18'- 4" 1/- 0" TA8LE I: lol~IoIUIool SPANS FOR ROYAL ALUIolIN\J1ooI Y PANELS Of Jl05 H-28 ALLOY BUILDINGS J' 0, H, \5'-10' '5'- 3" 14'- 2" 16'- r 1S - 9" 10'- 4' 18'- 5" 15'- 1" '5'- S' ALL BUIlDiNG TY?ES - UV'C: LOAD O,H, COND4nON NO 0, H I' 0 H, OOJO" 'II PANELS 20 I/S:; L L '5'- 7" 30 I/SF L L 12'- 9' 0.0.34" W PANELS 2Q I/Sf L. L '7- 4' '/- S" 30 1/$1 L L 14'- ," 14'- 3" 1. TOTAL ROOf' PANEL 'M0Tl-l - ROO/./ O\1:RHANG, 2. 11-\E ~AlLEST VALUE Of THE ""NO LOAD TABU: OR 11-\( U~ LOAD TABLE GO\1:RNS, J' 0 H, 16'- S- 14'- 1" 17- g" 18'- 4" 14'- 7" 1S'- 4' \Il\OTH PLUS WAU '...,DTl-l P\.US 1/- ,,- 16'- 4" '5'- 2" J'_O.H._ 15'- 9" 14'- T IS - 8" ~ ~ C5 <O~ ~~:> ~ lX~ ~~ ~ w6 0..0.. t;; ~~ g~ ~ ~9 :;1 ~ 003 8~ 01.... i...J <( - ~ 0.... d,3 ""8-< ~,; ~o u ~ VlZ.n ""~ ,,~ owg> ,'2:-", ~08 u"".., 0 ~<O B\wU ...J"'...J I VI (;)~ I 5 i- <0 o<(~ t:uo aJ Zw zco~ 0::.- wo <wo ~Q.o ~ ~5 VI~...Jffi~:;; z Cl:(;) G do Vlgc:w V'i~u. a::~iJ < w~ wzw <6U z 0< ~~ ~3Bl;) ~~ -Cl:... i-U,,- 0 xVI >=00 "'?;;o aJ ~~ N"'; 18' - J' \6'- 9' \5'- r 18'- g' 1/ - 4" 16'- 2' 12"- 2;-----,2'- 8' 10' - 9' 10' - 9- 7 - g" 8' - 6'" 14'- 10" 12'- 4' 9'- 4' 17- 2" 14'- ,3" 10'- 10" 13'- S' 11'- 8' 9'- r '5'- 3" 12'- 10' 9'- ,,' 15'- 10' IS- r 10'- 1'" '" (/}-J LU-J a:< :J3:a: ~-J~ -J>O OZ" Z-"" LU> ,Q z ..J WZO LUUJa> a:LU On: (/}O Q) 17- 6' '4'- 8" ,1'- 5" 18'- ," 15'- 5' 12'- 4" AND OTHER OP[N BUtlDlNGS 1'_O.H___2'_OH___3'_OH_ 18'- I' '8'- 5" 18'- ,,' 16'- 16" '6'- ,," 1/- S' 15'- 4' 15'- 8" 16'- 4" 20' - 3" 18'- 6' '7- l' 15'- 0" 12'- 5' g'- 5" 16'- 9' 13'- '1" 10'- 6' \8'- g' 15'- r 11'- 9' 20' - 5' 18'- g' '7- 6" 21'- 0" 19'- 4' 18'- O' WlNQ LOADS SCRHN &: VlN'11... RQOI.IS, CARPORTS, ,.......0 0l"rltR OP[N BUILDINGS 6'( 0.019" ____~O_O,H,_____"-O,H,______2'_OH_______S_O,H_ 100 MPH W, L, 20'- 9' 2Q'- ,0' 21'-'" 21'- r 1\0 IJ,PH 'II, l. 18'- \1" '9'- 0' 19'- 4" 19'- 10' 120 f./PH 'If, L 17'- 6' 17'- 8- 18'- 0" 18'- 6" 5". 0,024" ___ '00 l.lPH W~L~--21'-=-e;--~ 9' ---22-::-'~--22':--5'---- '10 IJ,PH '101, L. 19'- 9" 19'- 11" 20'- Z- 2Q'- 8" 120 f./PH W, L '8'- 4' 18'- 5" 18'- g' Ig'- J" 5"x 0,032" _______________---_____._________________ 100 l.lPH W, L, 22'- r 22'- 8' 22'- I'" 23'- 4" 110 1.(P'rl ';I, L, 20'- 7" 20'- 8' 21'- 0" 21'- 6" 120 MPH 'If, L 19'- I" 19'- 2" 19'- 5" ZO'- 0" 15'- 4' 12' - ". 10'- 0" ~ B 15'- 0" 1;3'- 8" 11'- C" >- g~ ~~ ~~ ~~ Q. N.... ~~ ....... l'...!J;> -<,.!. w 9~~ @)O ~......~ @ t c:;~ ges~we~ f w n <..:> "t"~w;, XC::~O ooze Co !jx w< ... u. 17'- I' 14' - 4" 1"- I" 17- 8' 15'- 0' 11'- ,," I 8' - 0' , 8' - r 15'-" 15'- 9" 11'- r 12'- 5" I~ DEAD LO,A,Q) 19' :-j""'----19c-r-- IS' - 11" 16' - 7" 12'- 3" 13'- 0" ~~ ~ Of T-'&E " I,{AXlUUW SP-'NS fOR ST-'NOARO AlUWUM RO(Jf P,t,N(LS r.F . 3105 H-1. OR 1<-25 ALLOY _NO LOAOS: CARP'ORTS. $CR(~ ROOUS, ~ OTHER CP!N BUll..OlNCS O.H. CONOlTlOH" NO 0, H, I O. H, 2 0, H. S 0, ,H. . 1-1/.-l<-O.~ " 100 WPH w, L. 7- f- 110 II~W, LL 6'5'-'. 120 I,{rH W. - '-'/."l<-O.032" 100 "'PH W. L f!_- 5: 110 IooIPHW. L i 6' '20 ",PH,W. L. 6'-10' 1-3/4")'_0.026" 100 lolPH W. L "(- 5: g7:_,,-r 110 lolPH W. L 6 - 5 12010lPH W. L 6'-" '- .' 1-3/.")'_0.032- " ~': ,''. 100 ...PH W. L 8'- ~'" \10 \olPH w, L 7-10. _ ... 120 lolPH W. L. 7-' .- 3-)'_0,026" ,',"'-- gC q' ~" 1?8 ~~ :: t " - II :" 120 lolPH w, L. 10'- 8. 10'-1,- 03-)'_0,032' , ,," 1""- ,,' 100 lolPH W. L 15,- "" 0( "" "0 t.IPH W, L. 13 -10 14:- 0_ 120 lolPH W. L 12'- 8- 12 -10 U'<t LOAD: All.. BUIlDING T'r?(S O,H, CON04TION NO 0, K. I' 0, H, 1-1/.-)'_0.026" 20 IISf' L L 7 - 0" 30 I/Sf' L L 5'- g" 1-1/4"x_O,032" 20 I/SF L L, 8'- 3- 30 IISf' L L 6'- g' l-J/4"X_0.026" 20 IISF L L 30 I/SF L L. 1-3/4"x_0.032. 20 IISf' L. L 30 I/SF L L 3-)'_0.026. 20 I/SF L. L, 13'- 3' 13"- 4' 13'-10" 14'- 6' 30 IISF L, L. 10'- 9" 1"- 0" 11'- 6' 12'- 4' fo-/7~r L, 15'- I" 15'- 2" 15'- r 16'- 2' 30 IISF L L. 12'- 3- 12'- S" 12'-"" 13'- 8' 1. TOTAL ROO" P"-NU W1O~ - ~ WD~ F'tUS WAlL WD~ PlUS CM:RH"-NG, 2, Tr-il:: $I.I~ST VALUE (F ~E I'IlNO LOAD TABLE ~ THE: L,L TA9L.E COYrnNS, TABLE 1: MAXII.tW SPIoHS F'OR STANDARD ALUWINU'" ROOf' PANELS (F 3105 K-28 ALlOY WINO LOADS: CAAPORrs, SCREEN RQC:>uS, AND 011-lER Of'[N BuWNGS O,H. CW04TION NO 0, H, I O,K. 2' O,K, 3' OK, 3" x 002€' 100 lolPH WL, 15'-". 16'-" 16'- s' '7- 0' "0 MP'M 'II.L H'-.3" H'- S" 14'-10' 1S'- 5" 120 IolPH W,L, 1':>- o' 13'- 2' 13'- r 14'- 4" 3- x 0,0.32" 100 MPH W.L, 18'-10" 18'-"" 19'- 3- 19'- 9' 110 "P'M W.L 15'-10' 15'-1'" 17- 4' 17'-11" 120 ...PH W,L. 15'- 4' 'S'- 5' 15'-". 15'- 6" ~ LOAD: All.. BUIL()(NG T'r'PES O.H. CON04TION NO O,H, I' O,K 2' O.K. Y O.H, .3" x O.O2€" 2'JIISF LL '5'-'" 16'- 2" 16'- I 17- 2' JJlJ//SF LL 13"-'. 13'-:5' IJ'- 8' 1.'- 5' 3- x 0,0.32. 201/SF L.L 18'-.' 18'- 5' 18'- 9' 19'- 3- 'SOl/SF LL '4'-11" 15'-" 15'- 6. 16'-'" 1. TOTAL ROOf' PANEL 'IiI\011-l - RQOU \'lID11-l F'tUS WAll \'10TH PlUS OVERHANG, 2. THE $I.I~5i VALut: (F 11-lt: "NO LOAD TA8lE 0Fl T1-iE LL TABU: GOVERNS, TABU: 1: I.IAXlUW SPANS F'OR INOVSTRY STANDARD ALUI.lINU\.l C()t.CPOSlTE ROOf" PANElS W/310So-H14j1-l-25 ALU\ofINUW AlLOY SHEA THING &: 1.01 EPS CORE 'fieND LOADS CAR?~rs, SCREEN & WfYl RO:US, AND OTHER OPEN 8lIlL04NGS, O,H, CONDlTION NO O,H l' O,H, 2' O.H, 3' O.H. 3")' 0.026" 100 L@H W,L 15'- 4" 15'- 6' 15'- 10. '5'- 6' 110 I.lPH W,L 1S- 9' 13'- II' 14'- 4- 15'- 0" 120 I.lPH WL 12'- 6" 12'- 8. lJ'- 2- 13'- 11- 3-x 0.OJ2' '00 lAP1-1 'fl(,L, 10- 8" 15'- 9" 17'- 2" 17- 9" 110 lAPH W,L ,,4'- ,,- 15'- O' 15'- 5" 16'- " 120 lolPH VI,L ,S- I 13'- 9" 14'- 2' 14'- '0- .-x 0.026' 100 l.(f'H 'fl(,L, 15'- 8" 15'- '0' 16'- 2' 16'- 10" ',0 I.lPH W,L, ,,4'- 0- 14'- 2. ,~'- I 15'- 3" 120 lolPH. w!... 12'- 10- 13'- 0" 13'- 5" '4'- 2' 4"x 0,032. 100 I.(PH 'fl(,l. 18'- 8" 18'- 10" '9'- 1" 19'- 7- 110 IolPH \I(,l. 16'- 9. 16'- 10' 17- 2' 1/- 9. 120 I.lPH WL. '5'- 3" 15'- 4" 15'- g" 16'- 4' U'vt: LOAD (INCtUDES 2 IISf' DEAD LOAD) All I3Ul LOIN C T'YPE S 3')' 0,026" '22IISf 13'- I' 13'- 2' 13'- 8" 14'- 5" 321/SF 10'- '0' 11'- 0" 1"- 5" 12'- 5" ntlSF 14'- 2' 14'- 4" 14'- 9' 15'- 5" 3211SF 1"- 9" 11'- 11' 12'- 5" 13'- 2" 22IISF' 1)'- S" 13'- S' 14'- O. 14'- 8" 3211SF 11'- I' 11'- J" 11'- g' 12'- 7- 22IISf 15'- ". 16'- O' 10- 5' '7'- O' 3211SF 13'- 2' 13'- 4" 13'- 9' 14'- S" 1. TOTAL ROOf P~EL \'!10TH c FOO\.l WIDTH "" WAJ..L I'oID11-l + OV(RHA.'JG 2 iriE '-ESSER SPAN or \'!IND LOAD OR uV( LOAD SHAJ..L GOVERN 7" ~. ~:: 2: k ~: i- ,- 1=f 7"- I" 9'- f ~:11 ft- ~- 1- 9 7- 3- Q' I 8~: g' 5' - t" 1~'- ~" 12 - 5 11'- s" ,~'- Q;" 14 - 5 13'- 3" 't'- ~~ 13,- 2'" '2 - 3 1'"" - 7" 15'- 1" 1.'- 4. 2' 0, K. J' 0, H. 7'- 3' 6'- ," 5'- ,. 7- 0" 8'- 6. 7'- o' 9'- 2. 7-10' 7- 4" 6'- 0" 7'- I 6'- 4' 8'- 4" 7 -,," 8'- I 7'- 0- 8'-10" 7- 4. 9'- S. 8'- ,. 3-x 0,032' 4")' 0,026' 4'x 00J2. i...au: 2: WAX. R{)(,F BE:J.Jo( SP-'NS fOFl CARPORTS. ~H & 'VlN'Il.. ~S AND OTHER OPEN STRUCTI.JFlES W/ SOUO ROOfS 6063 T-6 ALLOY EXAIoIPl.!: FOR SPAN j." ON DRAWlNC US( LQ.I.O WOTH.- Y /~ + O,H. 2"x .-11 o.~" Tl.T S(AU: LOAD W10tl-i - ,. /2 + 20,H. - 9' LOAD WITH - g'; LL. . 221/SF BE:J.Jo( SPNJ. . 7"- J" 8(AU SIZE ' ~ SPAN FOR DESlGNA Tt:O LOADS 6UJ,j lJ't{ LOAD WINO LOAD lOAD WIDTH 22,/SF 3UIY 100 IolPH 110 \,jPH 120 I.lPH 2'x 3-lCO,~" Tl. T ~ OR 2"x 3"xO,05O- EXTRUSION 5' 8'- I" 6'- r g'- o' 5' i- 4' tr- a: 8:- J- 7 6'-10. 5'- 6- T- 6' 8' 6'- s" 5'- 2' 7'- 2" 9' 6'- O~ .'-11" 0'- 9" 10' 5'- 8" 4'- 8" 6'- 5- \1' 5'- 5' 4'- 5' 6'- I" 12' 5'- 2" .'- J" 5'-10" 2"x 4'x O.05O"x TILT 8(J.J,I 5' 9'- 9. 5' 8'-\1' 7 8' - 3" 8' i - 9. 9' EJ()..MPLE: i - 3- '0' S'-11' I" S'- 7" '2' S'- J'" 2"x 4"x 0,0<<")' O. 120- S.~B. 5' 12'-10" 10'- 5" 1.'- 4" 12'-10' 11'- S.:- 6' 11'- 8' 9'- 6. 1J'- I' ,,'- 8- 10'- 8" i 10'-10- 8'-10- 12'- I" 10'-10. 9'-11" 8' 10'- l' 8'- 3. 1"- ~. 10'- ,- g'- J" 9' 9'- 6" 7- 9" 10'- 8' g'- 6" 8'- 8" 10' 9'- I. 7- 5. 10'- I. 9'- ,- 8'- 3" ,,' 8'- 8' 7- O' 9'- 8" 8'- 8" 6'-10- 12' 8'- .3- 6'- 9- 9'- 3" 8'- 3- 7'- 6- 2")' 5'x O.05O.x 0.120" S......6. ________________ ~: 15'- 2. 12'- 4" 16'-11- '5'- 2. 13'-10' 6' 13'-'0" 11'- J" 15'- 6" 13'-10" 12'- 8- 7 12'-10" 10'- 5" 14'- 4" 12'-10' 11'- 8' 8' 12'- o' 9'- g" 13"- 5' 12'- O. 10'-11' 9' ,,'- 3" 9'- 2" 12'- S" 1"- 3" 10'- 4" 10' 10'- 8. 8'- 9" '2'- 0" 10'- s. 9'- 9" 11' 10'- 3- 8'- 4' ,,'- S' '0'- ':>" 9'- ." 12' 9'- g" 8'- 8' 10'-11" 9'- g" 8'-1'" 2". 6"x O,05O.x 0,120" S....,8, _ 5' '7- 2- 14'- o' 6' 15'- 8- 12'- 9" f 14'- 6- '''-'0" 8' 13'- I ,,'- I' 9' 12'- 9- 10'- 5' 10' 12'- ," 9'-1" 1" ,,'- ,. 9'- 5' 12' 10'- J- 9'- 0" 2". Ix O,062.x 0,120. S.I,(B, 5' 17- 9' 1~'- 5' 7 10- 6- 13'- 5' 0' 15'- 5" '2'- I 9' '4'- 6. 11'-10' Ie' 13'- 9" 1"- 3" 11' 13'- I" 10'- 9" 12' 12'- I 10'- J'" 'J' 12'- I" 9'-10" 14' 11'- 8" 9'- 6- 2'" Ix O,062"x 0,1.35. $.1o?i,8, 5' 18'- 4" 15'- o. 20'- 5. 1S'- .. 16'- g- 7 17- 0" 13'-11. 19'- 0" 17- 0" 15'- 6- s' IS'-11' 13'- o. ,i- g- 15'-1'- ,.'- 6" g' 15'- o' 12'- 3- 16'- 9" 1S'- O. 13'- 8' 10' 14'-10" ,,,- I 15'-1'" 14'- 3" D'- 0" 11' lJ'- I 1"- I" 15'- 2" lr- 7" 12'- 4. 12' '3"- o' 10'- I 14'- 6' '3'- o. '''-10' 1,3' 12'- 6" 10'- 2. '3'-1'" 12'- 6" 11'- S" 14' 11'- I 9'-'0" lJ'- S" 11'- 7" 10'-". 2"" 8"x O,072"x 0,224' S.~8. _-____________ 7 2"- g. 17'- 9. 24'- 04' 21'- 9" 19'-11" 8' 20"- 4' 15'- I, 2"'- 9' 2q'- 4- 1S'- I g' 19'- 2" 15'- ~ 2;>- s" 19 - 2" li- 6" 10' 18'- 2" 14'-10 20'- 4" 18'- 2" 16'- I ," 17- 4" 14'- 2- 19'- S- 17- 4' 15'-10" 12' 16'- 7" 13"- r 18'- 7" 16'- I 15'- 2" 13' 16'- o. 1,'3'- o. 17-10" 16'- o. 14',- I 14' 1S'- 5' 12'- r 17- 2" 15'- S" 14 - o. 2"x g". o,on.x 0,224' $.I.I,B, ::r-;::;--c..----T--------- 7 24'- 2. 19 - 9: 27- o' 24 - 2' 22'- I. 8' '22'- I 16"- 6 25'- 3" 22'- 7" 20'- a- 9' 2"- 4" 17'- s. 2.3'-10. 21'- 4' 19'- S. 10' 20'- 3' 16'- 5" 22'- 7. 2'J'- 3' 18'- 6' ," 19'- 3- 15'- 9' 21'- 6' 19'- 3- 17- 7- 12' '8'- 5" 15'-" 20'- 8" 18'- 5" 16'-10" 1)' 1/- 9" '4'- 6" 19'-10- 17- 9' '6'- 2' '4' 17-'. ,J'-I'- 19'- I" 17'- 1" '5'- 7- 2'x g"x 0072'x 0.310' S.104.B, ___--_________________ 7' 26'-'" 2"-"", 30'- l' 26'-1'. 24'-,7'_ 8' 25' - 2' 20' - 6. 28' - 2. 25' - 2" 2~ -I'. 9' ~J'- 9' 19'- 4 26'- 5" 2.3'- 9" 21 - 8 0' 2~'- 6. 18'- 4' 25'- 2' 22'- 6' 29'- 6- I' 21 - 5" 17'- 6' 24'- 0' 21'- 5" 19 - 7' 2' 20'- S" 16'- 9: 2~-11" 20'- 6: 1~'- 9: 3' 19'- 9" 16'- ," n - 1- 19'- 9 18.- 0" 4' 19'- O' IS'- 6 21'- 3" 19'- 0" 17 - 4 8'- 0" r- 3' 6'- g. 6'- 3- 5' -". 5'- r 5'- 4. 5' - 0" 10'-11" 10'- 0- 9'- 3' 8'- s" a'- I" i- 9~ /- 4- 7'- 0- 19'- 2" 1/- 6" '6'- 2- ,~'- 2- 1~'- J" 13'- I 1~'-"- 12'- 4" '9'-11- ,ft- 5' lr- 3" 16'- 3" 15'- S" 14'- 8" 14'- I" lJ'- 6- 13'- o' 8'- 1- [=16= 6'- 5" 6'- 0" 5'- 8" 5'- 5. 5'- 2" 9'- 9" 8' -,," 8'- 3' 7' - g' -.0 3- {:,," 6'- .,. 6'- 3" , l' - 2- '5'- S" '4'- 6" 'S- T '2'- 9. 12'- 1" ,,.- r 10'- J" '7- 9" 16'- 6- 15'- 5" '4'- 6" 13"- 9" lY- I" 12'- I 12' - I' 1"- 8" 7"- 5" f: f 5'-10" 5'- 6" 5'- 2- 5'- 0" .'- g" 8"-1'" e'- ,- 7- 6" 7- 0- 6'- 8- 6'- 03- 6'- 0- 5'- g" 15'- 8" 14' - 3" 13'- J" \2' - 4" 1"- 8" ,,'- ," 10'- 6" '0"- I" 16'- .3- 1S'- 0" 1.'- ," lS- .3" 12'- 9- 12'- o. 11'- 6" 11'- o' 10'- I TABU 4: WAX. R{)(,F AREA fOR AlL1t.flNlJI.f CAA?ORT/OPEN BUILOINC POST fOR AlLowABLE ROOf AREA US( "AP:tA" - S . (W/2 + O.H,) DUJolPtL: "S-. 7 . w - 12., "O.H,+- 2' THUS: "ARtA. - 56 SF POST T'YP( . IooIAX AllOW.4&.( RO(Jf ARtA IN SQUAA( fUT u'<t + DEAD LOAD WINO LOADS WAX. HCT. 0 WAX. LOAD IN, ~;sr Z21/SF 100 IdPH 110 \olPH 120 MPH Sx 3"11 0.040- ROU. FQR1.AfJ) .. 8' - 0" 7,200 10'- 0" 5,500 12'- O. .,700 S. J"x 0.060' ROll FORI.ItO .. 8'- 0- 7.~ 10'- 0" 0,000 '2'- o. 5.200 J")' J"x 0,060" SCAU~O . '''-10" 8.540 1.'- 0' 7,330 16'- 0- 6,120 Sx J"x 0,90" l1.J& . 11'-10- 12,960 1.'- O. 11,070 '6'- 0' 9,180 J"x 3-x 0,125" l1.JSE . 103'- J. lJ,~ 1.'- 0- 12.000 16'- O. 8.000 4")' 4")' 0,125" l1.JSE . 15'- g" 2J.280 18'- 0" 20,712 2'J'- 0- 18,430 . AllOY 6063 T-6 .. ALlOY 3105 H16 1. THE SI.IALLER R1::'Q" ARf.A Of UVE + OE:AD LOAD AND WINO LOAD SHALL GOVERN. TABU 5: ISOlATt:D FOOTINGS !JAXll.lUI.l ROOf" AREA IN SF FOFl CARPORT POST W/ISOlATt:D F'ooTINC FOR 8UOW UST'ED \'lIND VEUJOTY UPUf'T LOADS 100 lolPH ',0 IoCPH 120 IolPH 131 100 85 327 250 21J 450 J.4.J 294 ~ 275 2.35 300 229 196 136 109 95 341 273 2.36 469 J75 .325 375 300 235 312 250 216 157 133 111 39:2 333 278 ~ 458 382 4J2 366 .306 ~ 305 255 236 201 167 589 503 .17 810 691 574 6-48 554 459 540 461 38J 245 218 145 614 5-45 .364 8<< 750 ~ 675 500 400 563 500 JJ.3 423 376 J.J5 1.455 1,29. ','52 1,058 g41 8J8 1,16. 1,034 9Z2 970 863 768 rOOTING TYPE a: SlZE POORED Cl:lNCRf. T'E l'-O-X 1'-0)( "-0. 29 1'-4"X "-4'X "-4' 86 1'-6)( "-6")( 2'-0' 163 "-8-X 1'-8")( 2'-0. 187 1'-8.X 1'-8")( 2'-6' 275 2'-0)( 2'-0"X 2'-0' J.46 2'-6)( 2'-5"X 2'-5" 463 ~-CAST SlAB wi 801 SACK-CRETE l'-4"X "-4")( 2'-4. 117 25 72 1.36 156 229 288 ~ &: BACl<FU OVER SlAB 97 21 61 1'5 13-4 1% 257 3.3' 56 ~ ALlOWABLE LO,A.OS AND lAAX. LOAD ~ rOFl ANO-iORS ANOiORS INTO 'flOOO F'OR ~N BUILDINGS ALlOWABLE LOAD I MAX. LOAD AREA (S.r,) 0 120 lA,P,K. WIND LOAD I OF'" ANO-iORS 1 2 J 4 OlAUET'ER AN01O'U ElA8(DIolENi 1/4. x I' 2fAlllJ S.F. 52e,/25 S.F. 7921138 s.F'. I,056115C S.F', 1/4- )' 1 1/2" J961119 s.r. 79 21 /~ S.r. 1,188#/57 S.f, 1,5841/75 s,F', 1/4" x 2 1/2' 6601131 s.., 1.320//63 SF', 1,9<JIJ1/9. S,F, 2,&4<i11'26 S,F'. 5/16- x I' J121/15 S.F, 6241/JJIJ S,F', 9361/45 SF', 1,248//5-9 S.F, S/10" )' , '/2- 4681/Z2 S.F, 9361/45 S.F, 1,~1/67 S.F", ',8711/~ s.r, 5/16. x 2 1/2' 781J1137 S,F, 1,560//74 s.r. 2.340111" S.., 3,1201/148 s.F', 3/8" x l' 3561117 S.F, 71211J.4 s.... 1,0681/3-4 s.r. 1,.2041/68 S-f, 3;8" x I 1/2" 53-41/25 S,F', I ,Q6.8#~l 5.1", 1,6021176 $,F', 2,13-61/102 S,F J/8- x 2 1/2' 8901/42 S,F' ',7801/85 S.F, 2,5701/167 s,r, J,56CI/169 s.r, "-NCHORS INTO CONCRETE F'OR ('RtN BUILDINGS AlLOWABLE LO.o.o I MAX. LOAD AREA (S.F'.) 0 120 lA.P,K, \'lIND LOAD I OF ANCHORS I 2 J 4 ()(~ETER "-NCHQRx E..stwon 1/4" x 1 1/2. 7571/36 s.., ',5'~/139 S,F', 2,271#1108 S,F', J,0281/1<< $,. 3/8' x I 1/2" ',0501/50 S.F, 2,1141/~ SF 3,17111'51 $.r, 4.2.2811201 S.F', l1Z" x 2 1/4'1,~4JI/69 s... Z,SUI/137 s.F", 4,3Z9I/ZOf> S.F', 5,n2l/275 S.F', 11-lROOCH BOl rs POST TO 8VJ,l F"0Fl oPEN BUILDiNG AlLOWABLE LO.o.o I 1.lAX. LOAD AREA (SF) 0 12'J lA,P,H, \'lIND LOAD I OF" AN O-i0RS I 2 3 Ol~E11:R ,A.NC-K~x (LENC11-l - POST 11-lICl<NE5S + , /2l '/4' x (+1/2" 2.~561!1'2 S,., J/8" x \+1/2" 5,30011252 s,r, 1/2' x (+112' 9,42511H9 SF', 4,7121/21J s.F', :O,5OO1150S S.F' 7,0681/3Y> S,F, .. ..' -.-~'---'~'_~u_.,~~,~~ " l!2 III Z <O~ \oJ _01 i3 ll<~ ~ ~~ t:=lX ~ wa 0..0. V'l i:~ g~ ~ 6~ 'V'l ~:i: o 8~ 2! ti i..J .0 W Z ~~ 8:-' 8 ~ V'l -a <..>::l IIlzliiw~ I-' ~ zo\oJ8'"' z-'" ~8~ <..>~~ 9 ~"? V'l 1-'9i I 5....0() o>(~ ;?iuS? al Z.., zalJ o:J wo >("'0=a.0<l~5 "'!;i-,ffi~:i;6lXl-' G 150 "';:::~'" OItjt.. lX~iJ >( w~ wz.., >(-u zoo( aU ~g~ >( V'lt; ~~.. ~d.. g ~OI 1-00(/'l~OCO ~~ ~,....; to O).J UJ.J 0:< :):co: en UJ O..J> .J>O CZ" z-'-' UJ> ,Q Z .J UJzO UJUJO) o:UJ Co: enC en ~ @, ... c8"~ c:J..J ~i ~~ ~.. @.. ::" 0. ('0<..... ~o "'.,. ..J I ~ ~:;;'" w -,,\I') @o ~~:2 ~ I -'.,. 1 ....0..... 0::." . 0\ '" WloOt5--r--. @~';'Zw- G >( ... Z~~1~ WCJ..-o.."'-' ~o3d~ uc..o..-l... ~ .., V1 ~,~ ~! OF' ~ TIoBLt I: IolAlClN\.t SPIJoIS FOR ROYAl.. 'AlVIo(lM)u SUPER PAN PANO.S Of 3105 H-28 AllOY . 'MNO LOADS '_ CLASS ROOUS, UnulY ROOIoIS, SHED5.& Ol)'iER ENCl?&D 6V!~CS o H CONDHlON NO O.H. 1 O,H, 2 O,H, 3 O.H. 2:"'/2"x 0 022" 100 I./PH W,L 11'- 0" 11'- 2- 11'- 7" 12'- 6" . 110l.4PH W.L 10'- 0" 10'- 2' 10'- 9- 11'- 6" 120 "PH W.L, g' -." g' -." 10' - 2" 11' - ,- 2-1/2-x 0,028- 100 I./PH W,L. 12'- r 12'- 9" IS- 2" 13'-"- 110 "PH W.L. 11'- 5" 11'-'" 12'- I" 12'-"- 120 "'PH W.L 10'- 8" 10'-11- 11'-~" 12'- J" 2-1/2"x 0030" 100 I./PH W.L. 13"- 2- 13"-." 13'- g" 1.'- 6" . ,. 110 IoIPH W.L 12'- 0- 12'- 2" 12'- 8" 13'- 5" 120 I./PH '11.1.. 11'- 3- '1'- S" 11'-"" 12'- g" 2-1/2-x 0 0S6" 100 I./PH W.L ,,'- 2" ,,'-," 14'- 9- 15'- 5" . 110 I.IPH '<<.L, 12'-11' 13"- ," IS- 6- ,,'- 3" 120 "'PH W.L. 12'- I' 12'- 3" 12'- 8" 13'- r AU.. SUILOlNC lYPES - uV( LOAD O,H. CONOlnON NO O,H, 2-1/2"x 0.022- 20 IISFLL. 14'-" .JO l/Sf LL. 12'- 0" 2-1/2"x 0.028" 20 IISF LL 16'-10" .JO I/SF L.L. 13'- g" 2-I/2"x 0.0.30" 20 Irs; LL. li-" 30 IISfL,L. 14'- 5" 2-I/2-x 0.0S6" 20 IISF L.L. Ig'- 0" 30 I/SF LL. 15'- 6- I' O,H, 14'-10" 12'- 2- 17'- 0" IS-l1" li- g" ,,'- 6- 19'- I" 15'- .,. 2' O,H, 15'- 3" 12'- 8" li- .- ,,'- ." 18'- I' ,,'-,," Ig'- 5- 16'- 0" J' O,H. 15'-10" 13'- 5' 17'-"- 15'- 0" 18'- 8- 16'- .,. 19'-11" 16'- r I. TOTAl.. ROtY PANEL WIOTI-i .. ~ 'l'IIDTH PlL'S wAll 'l'IIDTI-i PlUS OVERHANG, 2. THE SlJALLEST VALUE (y THE 'MNO LOAD TABU: CR M UVE LOAD T ABU: GOVERNS. TABlE 1: I.fAXllolUIoI SPAtoIS F'OR ROYAl ALUl.IlNl.!l.I Y PANELS CF JIOS H-28 AlLOY .....NO LOADS Ct.ASS ROOUS, unun' RO().l5. SHEDS. '" OTHER ENCl~D 8Ull.!>>tGS O,H. CONDITION ' NO O,H. I' O,H, 2' O,H, 3' O,H, 0.030" 'II PANELS 100 IIPH W,L II'. 8" 11'-10" 12'-" 13'-'- 110 "'PH l/,L 10'-'" 1()'-10" 11'-." 12'- 2" 120 IolPH W.L 9'-11" 10'- I" 10'- S" 11'-'" O,OJ4- w PANELS 100 I.IPH W,L. 12'-'" 13"- 0" 13'- 6" 14'- 3" 110 !.IPH W,l, ,,.- g" 11'-11' 12'- 5' 13'- 2' 120 IoIPH W,L. 11'- 0' 11'- 2" 11'- S' 12'- 6" AlL BUiLO:NG lYPES - Uve: LOAD O.H. CONOI nON NO O.H. 0.030" 'II P -"NElS 20 I /SF L.L IS' - .,. J<) I/SF LL, 12'- g' 0,034" W PANELS 20 I/SF L.L IT - ." J<) I/SF LL. 14'- I' l' O.H. 15' - 9" 12' -II" 17'- 5" ,,'- :) 2' O.H, 16'- ,. 13'- " li- g" ,,'- 7" :r O.H. 16'- g" 14'- ," 1S'- ," 15'- 4' I. TOTAl.. ROtY PANEL WlOTI-i - ROO\l 'MOTH PlUS WAll. WIDTH PlUS ~RHANC. 2. Tl-IE $l.(AlLEST VAlUE (y THE 'MND lOAD TASt.( CR i1-lE LL. TABU: COVERNS. TABlE I: MANUFACl1JRERS PROPRIETARY SUPPLIES j,(AXlWUIol ROOf SPANS F'~ ST'RVCTAl.l 8U1J)lNG S'f'STEW PROOVCTS ,l,L1.J\(Il-4t!W calPOSITE P.lINElS STANQARO pNIEL W/~UIo4INUt.I SHEATI-i1NC 31~-Hl'.M-25 moy 1,0 I E?S ~ O(NS1lY WIND LOADS ClASS ROOMS mo OTHER ENCl~O BUIlDIN(;S J-x 0.020" TS- 5" 100 LlPH W. L. 12'- g" 12'- 11" ,,'- ," 110 14PH W. L ,,'- s- 11'- 10' 11'- 4" IS- O- 120 \.CPH W. L 10'- g- 10'- 11" 11'- 5" 12"- 4" J"x 0.032- ~- 5" 100 IotPH W. L 1~'- 10- \4'- ". 16'- 0- 110 "'PH W. L 103'- 6" IJ'- e" ,.'- 0" 14'- g- 120 loIPH W. L. 12'- 6" 12'- e" lJ'- 0" IS- 10" oe:AD + UY( LOAD & CP.;s:.ow LOAD (INClUC€S 2 I/~ oe:....o lOAD) All BUIlDING TYPES 3-x 0,026" ,,'- 1~'5'- 221/SF ,,'- 8- J" 15'. 10" J21/SF 12'- 2- IZ'- " 12' - 10" 13" - .,.. 571/SF g'- I" g'- ," g' - 1\' '0' - ,," J"x 0.032- 221/SF 17'- 0" li- 2" 17'- 6" '8'- I" 321/SF 14'- 2" ,,'- J" H'- e- 15'- S" 5711SF 10'- 9" 10'- 10" 11'- 5' 12'- ." TABLE I~ COOTINUfD: I.!AX:l.IW ROOF' $P-"NS F'OR STRVCTAlL BUILDING SYSTEloA PROOUCT'S WINO LOADS CLASS R0et.4S AND OTHER (NCl~D BUWNCS '"x 0,019" __---.-NO_O,H.__r_O,H, 100 "'PH W, L 12'- II" 13"-'" 110 IAPH W. L. ,,.- 9" ,,'- 1'" 120 l.lPH w, L. 10'- 10" ,,,- 0- '"x 0.02'" 100 J.lPH W. L 100 l.lPH W. L 120 I.IPH W. L ." x 0,0.32" 100 I.IPH W. L 110 loIPH W, L. 120 UPH W, L, -2' _O,H. ____3' _O,H,_ 13" - 6" 1"- J" ,2'- 5" 103'- 2" ,,,- T 12'- 5" 15,:---a--- 1.'- 6" 13'- 6" 14'- 6- 1.3"- 2" 11'- 2" \4'- .,. 1,3"- ," 11'- ~" 15'- 0" 1.3' - 9" 12'- 10' 15'- 10" 1"- 6" IJ'- 6" 15'- ." lJ'- 1'" 12'- 10" 16'- ~> 15'- 2" 14'- 2- 15'- 5" ,,'- ," IS- 0" OCAD + uve: LOAD '" CP./SNOW LOAD (/NO-UOES 2 ,/SF DEAD LOAD) AU SUWNG ll'?(S ,"x 0.019- - 221/SF 14'- 10- 15'- o' \5'- " 16'- 0" 321/SF 12'- 3" 12'- 5- 12'- 11' IS- 8" 571/SF 9'- l" g'- 5' 10'- 0" ,,'- 0" ," x 0.024" 221/SF 16'- 7" 16'- g- If- ," 'T- 8" J21/SF 13'- g' \J'- II" 14'- " 15'- 0" 571/SF 10'- 4' 10'- 6" 11'- " 11'- 11- 4 - x 0.0.32" 1i- --~--____;s_---7:----- Z21/SF .,. 17'- 8" \8'- 3211SF ,..'- .,. 14'- g" 15'- ,- '5'- 9" 571/SF 10'- 1'" 11'- ," 11'- .,. 12'- 5" MANUFACTURERS PROPRIETARY SUPPLIES TABLE I: CONTlNUE~ IotAXlIlU\,j ROOf S?.A.NS F('P. STRlJCTAll BUtLOlNC SYSTEU ~lS ~ LOADS <.uSS ROO4S -'NO OTHER ENClOSED BUll.DlNCS ox 0.019" ___..-NO_O.H.__I'_O.H. 100 WPH W. L 14'- 11" '5'- 0" 110 L4PH W. L. IS- r lJ'- 9" 120 l.lPH W, L, 12'- 6" 12'- 8' S-x 0.024" 100 I.lPH W:-L.-~ r 110 IGH W. L ,,'- 2" '20 I.iPH w. L 13'- I" 6". 0.0.32"_______ 100 "'PH W, L. 16'- J' tlO \.CPH W, L. ,,'- g" 120 I.lPH W. L. 103'- 8' 2'_0.H.___Y _O.H._ 15'- 5" 16'- I" 14'- 2" 14'- 10' 13'- 2" 13"- 11" 15'- 8" 14'- ." 13'- :) 16r:-,"-~~ 8"- 14'- 9" 15'- 5" IJ'- 8" ,.'- 5- 16' - 4" 14'- 11' 13'- g' 17'- -," 15'- II" 1.'- ,," 10'- 9- 15'- 4- 1.'- 03" !)(AD + uvt LOAD & OR/SNOW LOAD (INClUOES 2 I/SF DEAD LOAD) All. BUIlDING lYPES 6". 0.019" 221/SF -------;r:-,-;--17r:-y-------;-s-:---;:-lBC--y---- 321/SF 14'- 2" ,,'- 4" 14'- 9" 15'- 5- ~!I/SF " 10'-"" 10'- 10- 1"- 4" 12'- 2" o x 0.024 _____ 211/SF 17'- II" 18'- o' 18'-" 18'- 10' 321/SF' '4'- 10' 15'- 0" 15'-.- 16'- 0" 571/SF 11'- I" ,,,- 3' 11'- 10' 12'- i 5". 0.0.32" ?21/SF --.---1e~.:-8-=---1 e' ---9;--,g-;:-1-;----~--7"--- 32,/SF 15'- 5- \5'-'" 15'- 1'" 16'- 7- 571/SF 11'- 7" 11'- g" 12'- J" Ij'- 0- V' VI ...'B ~ .~~ W lXo ::J wQf i='e:: ~ ~a 0..0. ::n ~1l! g~ ~ 5~ OVl ~ ~ i-' ':'~ w~ ow c>-' 8.c; ~~ .. ~ ~ v ~ "'5~8;e ~ ~ ~08 vW""' ~ to.~ n.wV -'QO:J 0 I VlVl ~c:l I :5 .... '" o-<~~~oOJ Zw ZCIl-= O:::J- wo -<w5 ::tn.!? ~ ~ 5 VlQ:-,~~VlZ ",(;I z-<iS VI 0 -<w (;IV'"" 00_ ;:: 0. tJ t1~w ~~tl ~ ~~ 0:E~ ~3Bl 0( ~::n ~~"" ~uu. g xV; ....00 Vl~O OJ i=''cli N~ ~ ~ .... g~ @l~ ~8 ~~ =~ c.. "''' n.Jl~ ....~ ~;> o(r!- !oJ 9;e;g @lo ~.....2 @J I i:' 6 r!- gll::a:l .Q><e f.l\t:J~~'::''' \:;IZ"l:'Zw- ~~g~~ co CL -' .~wx 5~odo( 00.0.>-"" a: w > o Q)() '~ 00 OZ ce< (j)'" (j)j << -.J~ C!J o ::J o (j) ~~ Of' ~ APPLICATION FOR PERKIT CITY OF ZEPHYRHILLS BUILDING DEPARTMENT OWNER 'S N~ y\'io Y) PHONE OIlIIllR'S ADIllIESS S)~ jJo!/O,;J .1?U /c1v k :Jl JOB ADDRESS ,5'f ___ ? g'?; - &9 J ~ rifff- 71- cJ$ LEGAL DESCRIP'J.'ION: LOT(S) B~SUBDIVISION PARCEL 1. D.' (OBTAIN FROM PROPERTY TAX NOTICE) WORK PROPOSED: ~ew Construction ~ddition ~teration ~epair _Install _Sign PROPOSED~E: ~~leF~i~ --1Iove _Deaolish ~/F _' of Units _M/H _~ercial _Indust. _Swia. Pool _Other DESCRIPTION OF WORK: BUILDING SIZE: ~x _Restaurant & Health Departaent Approval ~ ODVV) J c. r e.tF "\ R, ;2~ Square Feet, 1/ 1/ 7 (J Height RESIDENTIAL: COMMERCIAL : ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORKS. ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORKS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. ~LDING CJO $~7'OD~ PERKITS REOUESTED Valuation of Total Construction _ELECTRICAL AMP Service Florida Power Corp. W.R.E.C. ~CBANlCAL $ Valuation of Mechanical Installation _PLUMBING GAS ROOFING SPECIALTY TYPE OF CORSTRUCTION: _Block. _Fr~e _Steel Other FIliISBED FLOOR ELEVATIONS: Fl. IS PROJECT IN FLOOD ZONE AREA? YES NO .......................................... RIJTI.DER COMPANY State Cert. or Regist. . Signature City License Registration . .......................................... F.T.F.CTRICIAN COMPANY State Cert. or Regist. . SiooAture City License Registration . .......................................... PLUMBER COMPANY State Cert. or Regist. . Signature City License Registration . .......................................... MECHANICAL COMPANY State Cert. or Regist. . Signature City License Registration . ..*.......*..***..*......*..****..***.**** OTRF.R COMPANY State Cert. or Regist. . Signature City License Registration # .*.*****.*.***..***********.*.*.***.*.**** APPLICATION APPROVED BY PERKIT OFFICER. CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS rhe undersigned understands tbat this pel'lit lay be subject to "deed restrictions" wbich lay be lOre restrictive than City regulations. tbe undersigned asSUles responsibility for COIpliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner bas bired a contractor or contractors to undertake wort, they tay be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the mmer and contractor laY be cited for a lisdeaeanor violation under state law. If the owner or intended contractor are uncertain as to wbat licensing requireaents lay apply for the intended work, they are advised to contact the City of Zepbyrhills Building DepartJent, (813) 188-6611. Furthel'lOre, if the owner has hired a contractor or contractors, be is advised to have 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 the contractor wishes you to sign as contractor that lay be an indication that be is not properly licensed and is not entitled to pertftting privileges in the City of Zephyrbills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMSNDED) I certify that I, the applicant, bave been provided with a copy of "Florida's Construction Lien Law - BOIeDWDer's Protection Guide" prepared by the Florida DepartJent of Agriculture and Consuaer Affairs. If the applicant is sOJeOne other than the "owner", I certify that I bave obtained a copy of the above described docutent and prOtise in good faith to deliver it to the "owner" prior to cOlleDceaent. E. CONTRACTOR'S/OWNER'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, laning, and land developlent. Application is hereby lade to obtain a pel'lit to do work and installation as indicated. I certify that no work or installation bas c.enced prior to issuance of a pel'lit and that all wort will be perforJed to teet standards of all laws regulating construction, City codes, loning regulations, and land developleDt regulations in the jurisdiction. I also certify that I understand that the regulations of other governtental agencies tay apply to the intended wort, and that it is IY responsibility to identify wbat actions I lust take to be in coapliance. Such agencies include but are not litited to: t DepartJent of Environaental Regulation - Cypress Baybeads, Wetland Areas and Environaentally Sensitive Lands, Water/Wastewater rreattent t Southwest Florida Vater Hanageaent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses t AI'IY Corps of Engineers - Seawalls, Docks, lavigable Waterways t Departtent of Health & Rebabilitative Services, EnvirODJeDtal Health Unit - VeIls, Wastewater Ireattent, Septic lanks t US Environaental Protection Agency - Asbestos abateaent - I also certify that, if fill taterial is to be used in Flood ZOne "A" or "A,etc.", it is understood that a drainage plan addressing a "cOlpensating volute" will be subtitted wbich 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 with the work and not as authority to violate, cancel alter, or set aside any provisions of the technical codes, nor sball issuance of a pel'lit prevent the Building Official frOt thereafter requiring a correction of errors in plans, construction, or violations of any code. Every perlit issued sball beCOle invalid unless the work authoriled by such pel'lit is COllenCed within sillOnths of issuance, or if work authoriled by the pel'lit is suspended or abandoned for a period ofsil IODtbs after the tile the work is ~ced. One 90 day eltension of tite, tay be allowed for the pel'lit with fee charge of $15.00. Ibe eltension shall be requested in writing to the Building Official. An approved inspection lust be logged during each sixlODth period, or the project will be considered abandoned. WmlN'G 1'0 OWHIR: YOUR FAILURE 10 RECORD A IOIICE OF mllEJlCEllEU MAY RESULI IN' YOUR PAYIIG flfICE FOR IHPROVIHIIfS 10 YOUR PROPER'lY. IF YOU IUBliD YO OBfAIH FlIAHCIIG, CONSULI WIrB YOOR LllDIR OR AH AftORJIIY BEFORE RECORDIIG YOUR JOIICB OF COHHEHCBMEIft'. JOBS UlfDBR $2,500 II VALUE 00 101 HEED fO RECORD AHD POSI A "IOIICE OF C(JIIEIfCEMm". ~t!~ SI~JfII1JI1~ SIAIE OF FLORIDA coom OF The foregoing instrument was acknowledged before me this , 19____ by SIAfE OF FLORIDA coum OF The foregOing instrument was aCknOWledged before me this , 19_____ by who is personally known to me or who has produced as identification and who did/did not take an oath. who is personally known to me or who has produced as identification and who did/did not take an oath. (Signature) (Signature) (Name Typed, Printed or Stamped) NOTARY PUBLIC (Name Typed, Printed or Stamped) NOTARY PUBLIC ;;.--,~, . ~:l,l~MiNUM ~ J:~J~[, ~J7827 Fou"rrl~IN '1r:.. 7EPH'fRH!u,S "L ~a',{1 \ (8~ 3) 'l82,3~:' I ~/~~ttw) ) \ I.' A , IF.. t VI) V~ IL-- To ", \ 1:1:' ')1lu{\ "~f I _ : ,y, .\JJ, ~~~'i, ~ - , /. -) I I' j \_~ lfl? 'Y;: \..J:-;,\ '.. (/' ) L 7,?3-~9d3 We hereby submit specifications and bid for: ESTIMATE & AGREEMENT DATE: 1211 ) :) /)3- /!c1_5 I BID: We hereby propose to furnish material and labor to complete the work outlined herein for the sum of: dollars ($ /75D ~ ) Payment to be made as follows: ~ FOLD HERE ~~/:;rLQD Y} ~~}(r) ~9J2 j'--" \ D { VI L. ~.-yrr{r \ ,f (.; )-Ki\ ~ f\ \ 'f ..J, _II' .0..\ U"" ^. " J< ~QY...)JJ1.AJ ~ T\Jl..... (,,' ~ ,O().<.( 'rt/ k-)J4~~o( " \ I~VL ~ d2j f~" .~,:v\, .-' t L~iY) (yu VYfL , "-,' 'f ,/ .(,--, ,i ...,~ r'" /.... ----\ .~ (,) - "'--, /'-" .-J-1 \__ t /7 ,X ) K{) (P' '~~ 9': 3X' 3j;)rfk:- ~ ( ~&l;) ./ r. ) \~_D/Lt~~ ~ ,\ ,--L- /'; n .AJr1t,lA {' ,.->L- ~~O~ 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 DATE k-' with our workm~n are not recogniz d. / DATE I' SIGNED /._ i. j:-.--' ./ L~1 J...:{- /' L' #T, ; , 1..../ >(/, FORM aioo3, RAPIDFORMS, INC, THOROFARE, NJ 08086- 9 I I THIS CONTRACT IS VOID 30 DAYS FROM DATE UNLESS PINK COpy IS SIGNED AND RETURNED TO BIDDER WE COMPLY wr ' L WORKMAN'S COMPENSATION & PROPERTY DAMAGE L1ABIU' 'SURANCE LAWS, CONTRACTOR'S GUARANTEE ACCEPTANCE OF BID The above specifications, terms and contract are satisfactory, and (I) (we) hereby authorize the performance of this work. -~ ~t!-. / 1289 CONTRACTOR'S FILE COpy . SIGN WHITE & PINK COPIES & DELIVER TO CUSTOMER JOB LOCATION OF ZEPHYRHILLS BUILDING DEPARTMENT OWNER --_.^" PARCEL 1. D. # SHOW ALL EXISTING & PROPOSED STRUCTURES GIVING DIHENSIOHS & SETBACKS. ...sc e.R.t IV ?" 0 'IN-. y...Jl OJ U I cd. ' R-?r:>-6V~ Le1'~B 0 ~J?~,''f )../b a4~ R 0- ~lVifcL 1 (0 (0' yt e Y\ 7wasf ~~.I. f e:, ~ c . e.- '-< "C'"~irl"'-ki d.S J5~ ii, co>'t G-ccy~~ &UL- 1"")tAy ALLEYWAY ACCESS FOR GARAGE OR CARPORT - 15 FOOT SETBACK b 1/(5 'h' ~ REQUIRED . ~r I J I fJpt3l15 . Hollie-- fO! I \ 6lqb I I i,_ ~ _ I ,- -.- UTILITY BUILDINGS MUST SHOW SIZE & FOUNDATION INFOR- MATION. JI (NOTE EXAMPLES PROPERTY LINE 1. SETBACKS FOR R1, R2 ZONING 60' 2. SETBACKS FOR R3 ZONING 60' 10' P E R X 0 I 10' P S 10' 0 T S I E N D G 10' 10' EXISTING 10' 1 0' 1 0' PROPOSED 20' 20'SGL FAM 30' DUPLEX :FROII'I' PROPERTY LINE FRON'l" PROPERTY LINE