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HomeMy WebLinkAbout97-6461 BUILDING PERMIT N~ Permit CITY OF ZEPHYRHILLS (813) 788-6611 -- 6461 t1 Date ;2 -1;l--f7 ~i~~) ELECTRICAL PmpertyOwne" 11-<11 ~ Job Address: ,,3- g.--..s~ - 7> - ..If: Parcell.D. # )1- d-6 - ~/ - 0 CJ / 0-- D I '/?J ZJ- b D / 0 3.s.b PLUMBING MECHANICAL Sewer Conn Water Conn: Water Meter: T,I.F.'s: -.;- Radon Gas: /'~/1/~ Zoning: ~ E.nergy Code: Description of Work . './')~r NO OCCUPANCY BEFORE C.O. FINAL C.O. -~ I" DATE Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances, DATE Inspector Permit Fee Signature Company Address Telephone# Valuation or Contract Price !, ~ ,rtJ . cr-o City License Registration # State Certified License# ~..A-- BUILDING ELECTRICAL PLUMBING MECHANICAL Driveway J../I'') I q 1 6DE Tp. Servo Rough In Meter Can Const. Pole Pool Pre-Meter Final Breakers Ducts Insl. Compressor Final SLB Tub Set Water Sewer Final Ftr. Pre SLB Lintel FRM. Insul. CL WL 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 PERKIT CITY OF ZEPHYRHILLS BUILDING DEPARTMENT ,./) ~,/ OWNER'S NAME t,/ ( .(.., fJ ( 5' /)C'- 0 PHONE ? /;{.- ,Y'{)9tJ OWNER'S ADDRESS 1/ JOB ADDRESSv/ 5:85'5 11J/ 5'1- LEGAL DESCRIPTION: LOT(S) 1/' 7);" CJ BLOCK I L.( SUBDIVISION / rJ PARCEL LD.' V' / I ..,. ~ --;)../ - 001 tJ a 0 I rOO ... b 0 YiJ (OBTAIN FROM PROPERTY TAX NOTICE) WORK PROPOSED: ~New Construction _Addition _Alteration --3epair _Install _Sign ---.-JIove _Deaolish PROPOSED USE: _S ingle Fallily _KIF _' of Units _M/H _eo..ercial _Indust. _Swia. Pool _Other _Restaurant & Health Departaent Approval DESCRIPTION OF WORK: en (~\\..lz'-....J (~"'\. 4 Co- f:" t) CY f' t BUILDING SIZE: [ ~ x 2. C{ , Square Feet, 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 PERKITS REOUESTED $,/ I e-( 00 r Valuation of Total Construction _ELECTRICAL AMP Service Florida Power Corp. W.R.E.C. _MECIIAIflCAL $ Valuation of Mechanical Installation _PLUMBING GAS ROOFING SPECIALTY TYPE OF CONSTRUCTION: _Block _Fralle _Steel Other FINISHED FLOOR ELEVATIONS: FT. IS PROJECT IN FLOOD ZONE AREA'l YES NO .................................********. CONTRACTOR SECTION BmlDllR :# h COKPAIIY C(/...",f,..,.QtM) / '..-, State Cert. or Regist. , Signature .' City License Registration' .*...............................*........ RT.RGTRICIAN COMPANY State Cert. or Regist. , SionAture City License Registration t ....*.**..............*................... 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 PERMIT OFFICER. CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS Tbe undersigned understands that this perait lay be subject to Ideed restrictions" wbich laY be lOre restrictive than City regulations. rbe undersigned assUles responsibility for cOlpliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner bas bired a contractor or contractors to undertake work, tbey lay 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 lisdeieanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requireleDts laY apply for tbe intended work, they are advised to contact the City of Zepbyrbills Building Departlent, (813) 788-6611. FurtherlOre, if the owner bas hired a contractor or contractors, be is advised to bave the contractor(s) sign portions of the IContractor Sections' of this application for wbich they will be responsible. If you, as the owner sign as the contractor, you are indicating that you, rather tban tbe contractor, are responsible for the work. If the contractor wishes you to sign as contractor that laY be an indication that he is not properly licensed and is not entitled to perlitting privileges in the City of Zepbyrbills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTION LIEN ~AW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, bave been provided with a copy of "Florida's Construction Lien Law - HOIIeOWIler's Protection Guide" prepared by the Florida Departlent of Agriculture and ConsUler Affairs. If the applicant is sOleOne other than the Rowner", I certify that I bave obtained a copy of the above described docUleDt and prOlise in good faith to deliver it to the "owner" prior to cOllencl!lent. E. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all tbe inforlation in tbis application is accurate and that all work will be done in cOlpliance with all applicable laws regulating construction, zoning, and land deve~oplent. Application is bereby lade to obtain a perait to do work and installation as indicated. I certify that no work or installation bas cOlleDced prior to issuance of a perlit and that all work will be perforJed to leet standards of all laws regulating construction, City codes, zoning regulations, and land developleDt regulations in the jurisdiction. I also certify that I understand that the regulations of other goveIDIeDtal agencies laY apply to the intended wort, and that it is IY responsibility to identify wbat actions I lust take to be in cOlpliance. Such agencies include but are not lilited to: * Departlent of EnviroDleDtal Regulation - Cypress Baybeads, Wetland Areas and EnviroDlentally Sensitive Lands, Water/Wastewater Treatlent * Southwest Florida Water HanageleDt District - Wells, Cypress Baybeads, Wetland Areas, Altering Watercourses * ArlY Corps of Engineers ~ Seawalls, Docks, Navigable Waterways * Departlent of Health & Rebabilitative Services, EnvirODJeDtal Health Unit - Wells, Wastewater rreatlent, Septic Tanks * US EnviroDlental Protection Agency - Asbestos abatl!lent I also certify that, if fill laterial is to be used in Flood Zone "AI or "A, etc. I, it is understood tbat a drainage plan addressing a .cOlpensating volUlel will be sublitted wbicb is prepared by a professional engineer registered in the State of Florida prior to perlit, issuance. A perait 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 shall issuance of a perlit prevent the Building Official frOl thereafter requiring a correction of errors in plans, construction, or violations of any code. Every perait issued shall beCOle invalid unless the work authorized by such perlit is COllenced within slllOnths of issuance, or if work authorized by the perait is suspended or abandoned for a period of sil IOntbs after the tile the work is COBeJlced. One 90 day extension of tile, lilY be allowed for the perait with fee charge of tI5.00.The extension shall be requested in writing to the Building Official. An approved inspection lUst be logged during each sil IOnth period, or the project will be considered abandoned. WARRING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEIIEIt'S TO YOUR PROPERTY. IF YOU INTEND TO OBIIIN FINANCING, CONSULI' WIrH YOUR LENDER OR AN AnDRREY BEFORE RECORDING YOUR NorICE OF COMMENCEMENT. JOBS UNDER $2,500 IN VALUE DO NOT NEED TO RECORD AND POST A "NOTICE OF COMMENCEHEHrIl. SIGNATURE: 0I0fER OR AGENT SIGJlA'fURH: CONTRACTOR srATE OF FLORIDA COUNTY OF The foregoing instrument was acknowledged before me this , 19____ by STATE OF FLORIDA COUNTY 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 CITY OF ZEPHYRHILLS BUILDING DEPARTMENT OWNER JOB LOCATION PARCEL I.D. # SHOW ALL EXISTING & PROPOSED STRUC'TURE~S~aVING DIHEHSIONS & SETBACKS. c1(7 ALLEYWAY ACCESS FOR GARAGE OR CARPORT - 15 FOOT SETBACK REQUIRED. '" ~ C I t...-1 ~'\ It)' :; ~\( ~ ----Y ~ ~ ..--- t ~ \5.\ &fi 1,11 tV '-- f//7,+1 e 71 " I ~i __.JJ 14) (NOTE EXAMPLES 1 & 2) dB' UTILITY BUILDINGS MUST SHOW SIZE & FOUNDATION INFOR- MATION. LINE STREET 1. SETBACKS FOR Rlf 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 20' 1 0' 10' 10' EXISTING 10' PROPOSED 20'SGL FAM 30'DUPLEX 1 0' mORT PROPERTY LINE mORT PROPERTY LINE " . .. ~ ~t! / ~ V)G~ " " ~ ~~ ~t~ ~ DJ ~ ,-.- ~~~ -~ ~ l\,~ ~ ~ \\ \AT C> " ~ ~ .~ '\ \\. '- , ~~~ " Q, -# '~ \}) \Ij~ vl \....\ '<, '\ \ R ' '\ ~~ " ~ j \ ~~~ \ '0 0.'1 ~ ~ ;::; ~:--, ''0 ~~ , ''\ " -} Vi ' ( ~ ~ v\ \>J 1\ ~ o \JI "\ '/ .. ~-,-, (f \ ----..... tJ "1\ ~~ ~~ ~'\ ~ ~ ........ c ~ ~ DATE, ;1-(10/97 2-~~l4us TO THE ~1I~. (. C-:-TTITTY BUILDING DEPARTMENT = SUN STATE ALUMINUM. INC. 37528 SR 54 WEST. ZEPHYRfHLLS. FL 33541 AUTHORIZES: EHZ-L 5' 15CO TO USE OUR ENGINEERING PLANS FROM WILLIAM BENNETT. SUN STATE ALUMINUM. 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RE(}JREO POST DOUBLE CARPORT 'MTH CENTER POST 3" RE<:tMNG CHANN(L AN~ W/3 EACH 18 SIllS PER F'ooT " ----- 2'x- W'O SPAN B(AJ.t SlWPl.E SPAN TABLE 2 ~ ~ ~ l . TABLE 1 SPAC[ 1.t_AX. \ ROOf PANtLS CARRIER BEAJ.t 3" x3" POS T ...- VAR1€S. SECTION THROUGH CARPORT 'rx_" CENTER PURUN &AU SELEeT i.' FROW TABLE 2 ANCHOR WTH HEADER' CHNHJ. ' II! ~ ~ 2 we> Sf'N4 BEAll ~ sutCT L fROW ell TABlE 2 ... ell o % <.) z 1= ell X W DOOR 2500 PSI CONCRE TE wi 6~ v.ElDED WiRE Io(ESH OVER YAPOR BARRIER ~ 3 1/2" CONCRETE Sl.A8 l . AI.. TERNA TE: WOOO f'AAYE SHED w/ Z"ri' PRESSURE TREATED PINE PI.A TE ANCHOR TO CONe. W/ 1/"" CONe. F'ASTENERS ,,'-(f O'e. fRONT WALL BEAJ.t SElECT L fROW TABLE 2 SHADING TYPE 1 'L SEE TABLE " W L, W--* l W/2 ..!.-- : ---J W/2 + O,H, DOUBLE CARPORT 'MTHOUT CENTER POST RECEIVING CHANNEl " ~ ,,' ~'4.:~ ~ ROOf P ANEl.S SP AC[ WAX.. 2 SEE TA8LE 1 ~ TAiifi- ell SP Ac[ WAX. ... :g' % l . SECTION l~ YARlE~ . THROUGH CARPORT 3 ,,0 " 1" SWS INTO SCREW SlOTS 1" x 2' EXTRUSION /1 1/8' IMN.. IN CONCRETE DO NOT BlOO< nRE EX! T WINDOW CMRHANG VARIES U TlU TY SHED ~ (.) ::> I!: ell ... ell o % ~ "W' YARIES 1= ell X W 2" " _ rRONT WALL 8EAW sru:eT 'L' f'ROW TA9LE 2 uS( 'l' . W /2 + o.H. 3"x3" n.\JTED POST ~AX. HeT. 12'-(f F'OR 120 I.FH VElOOTY SINGlE CARPORT 2" x _ EX1"RI.I$ON ptR T...au: ~ .~~.' ANCHOR 1" x 2" xO.O<<" PLATE TO CONCRETE WITH 1/.".x 2 1/2" CONCRETE ANCHORS WITHIN 6" or EACH SIDE or EACH POST 0 2"" Q,e. WAX. OR THROuGH ANGlE 0 2." O,c. 1otAX. WIN. 3 1 /2~ Sl.A8 2500 PSI CONe. 6x6-1Ox10 W.WJ.i. OR F18ER l.4ESH POST TO BASE AND POST TO BEAM DETAIL PI.A TE TO B( SAWE WALL THIO<NESS AS B(AIof PI.A TE CAN BE 1N'Sl0E OR OIJ TSlOE 8UJ,I OR LAP CUT BEAJ.t SPUCE SHALL BE WIN. or <I-~'2" HOGHT ANt) 2(d-l " IN LENGTH WIN. PER SPI..JCE, TOTAl.. / SID( or S?U<::E 2" x 4- " I 2 2" x 5- 4 / 2 2"x6- "/2 2' x'" 6/3 2"x8" 8/" '2" x 9" 10 I 5. SEE CONNECTION OETAIL w ~ 12' x PAN (S(( CHARTS) l1SE 'W' TO % SELECT PAN FOR REOIJlREO SPAN ~ ~ :z ~ "W'" YARIES ~ F'OR fRONT BE.AJ.t l1SE 'L'.W/2+0,H, x w '2" x 2" x 0.0<<" Al..UWlN\JW OR 2" x ." 0 24" o.e. LlJI,IBER STRUCTURAl GRAD( TH(RI.lA!, PLY WI rrf SIDING SHED IS fRAW(1) WALL "TTACHEO TO HOST STRUCTURE 1/2" L-OO-TS F'~ 2" x 4- P,T, PlATE OR CONCRETE ANCHORS 0 .'-0. o.c. SEE C()NCRETE DETAIlS UTILITY SHED AND CARPORT WALL SECTION NOTES: 1, ANOiOR PANS TO HEADER CHANNEl. lllTH (3) ,,0 x 1/2" s....s, w/ WASHER. 2. ANCHOR P,t,N'S TO ROQ" BEAWS Win! (J) #10 x lj:t's..N.S. W/ WASHER. 5. AN~ COlUWN TO CO'ICRETE n.OOR lllTH 2-1/.' x J" o::lNCRETE ANCHORS. ". AN~ COLlMN TO BASE PlATE WITH '-1/4" s.s. oo-r ,'<J . SEE CONNEC.TICN OE TAIL 2"' x ." l\M8ER TOP PI.A TE 'H TH ROOf' ~ ~ ~ :z <.) z 1= '" >< w Q o ." N o III o ~ III STRUCTURAl.. GRADE 'THERWAL PLY WlTHSlDlNG 2- x2- x 0,044- AlUWINUW OR 2" x 4" 0 24" O,C. LUMBER . " " 2' x ,," P,T,P, PLATE WITH 3/8"),4 1/2- CONCRETE ANCHORS . N '."~'- ,,-~~:..~.. ~.:, -.. SEE CClNCRETE DETAIlS SECTION THROUGH UTILITY ROOM P-'N OR COUPOSlTE PANELS. / USE ~ON RESlSlM: SCR(WS. PANS '., ANCHORED W/ f10X11'2" 0 J/pAN 1NTO RECEiVING CHANNa AND 1 "Ox1/2" 0 RlOCE CJ.P CONNECllON TO RECEiVING CHANNO.. COIotPOSl TE PANELS l1SE 1/4"x t+1/2" Vl1TH 1/4- WASHERS SCREW THROUGH RECEIVING CHANNEL fROW TOP CAULK ALL CONNECllONS. ~ EXTRUOEO OR BREAKMETAl.. HEADER O.OJ2" l.tlN. CONNECTION TO HOST STRUCTURE HOST STRUCTURE OR F'AClA &t SUS-F'AClA CONNEcnON REOOIROlENTS F'OR VARIOUS LOAD CONOlTlONS LOAD CONDITIONS CLASS ROOl.fS WIIo() \UOClTY LOADS DEAD + UVE LOADS HOST STRUCTURE 100 IotPH' 110 IotPH 120 IotPH.. ZZllSF 321/SF ~71/SF 1. CONCRETE 1/."x1-1/8- WAAETE SCREWS i 12" O,c.------>2 0 " o,c. 2. 'IIQOO F'RAUE 1/."d LAC SCREWS 06" Q,e.------------>2 0 1- O.C. SCREEN, VINYL. AHO CARPORTS HOST STRUCTURE 100 W?H 110 "'PH 120 "'PH Z21/SF 321/SF 571/SF ,. CONCRETE '!."x1-1/8" WAAETE SCREWS 0 12"' O,C.------>2 0 l' O.C. 2. WOOD f1WoIE 1/,,-a- LAG SCREWS 0,12- o.e.----------->2 .,' O,C. NOTES: WOOD STRUCTURES SHOUlD CCNNEeT TO TRUSS BUTTS OR TliE SUB F'AClA FRAl.ANG WIiERE POSSIBLE ClNL Y , 1 ~ or SCREWS CAN BE OIJ TSI0E THE TRUSS BUTTS/SVB F'AClA ANO TAOSE AREAS SHALL HAVE DOUBLE ANCHORS ALL SCREWS ~TO THE HOST STRUC'l\)RE SHALL HAVE "'IN 1-1/.- WASHERS OR SHAll. BE WASHER HEADEO SCREWS. F' AS 'TENEO DE: TERUlNED BASED ON CONSTRUCTION , ~ HOST STRUCTURE HOST STRUCTlJRE OR FASCIA SPUc[ TO BE LOCATED 1/" TO 1/3 ~ SPAN ANO STACCCRfJ) EACH SIDE or SElf I.tA nNG B(AJ.t DENOTES SCREW PATTE:RN NOT NIJI,f8ER or SCREWS TYPICAL BEAM SPLICE DETAIL r 2." L / TOP or GRADE 3"x3- F'lUTEO POST WRAPPED W / F'EL T P.&.PER 2-x__ lotiO SPAN BUJI SEE S1WPL.E SP AN J-x3"xO.06" POST /' 2m PSI C()NCR[TE WI 6 K6 IIIfiC.lEO WIRE W!SH OVER YAPOR BARRIER .3 1/2. CONCRETE Sl.A8 3/8"x3 1/2" BOLT 80 LB. 2500 PSI CONCRETE PRE-I.tIX 3"x.3" BASE :~-:.~-~~.~~ ~.;:;. ~ i. r-' '. ~ L-'6"--! At:.1)MINUM CONVENTIONAL CONSTRUCTION PORCH POST CONNECTION ISOLA TED FOOTING CONNEellON REOIJIREO (s([ DE TAIL) POST IN CONCRETE W/ ,. 0lA. BAR 12' LONG NOTE: NO rOOTING REOVIRt:D EXCCPT WHeN ADDRESSING EROSION 2' 0" 1.flN. ./ POlJR(O,CONCRETE DCT.::::.c. Sl~ 1.l1N. 2500 PSI CONe. wi , ......1.1<'.. ""'.. 6x6-1Oxl0 W.W. "'ESH OR REf'tR TO TABLE 5 ~fl6(R "'ESH TYPICAl. I ' 1 '~ BAR CONT, 1 ,. BAR CONT. 31/2" . _.~~~ _ r'IJQIt we-. ~. DOtS "8" HOT II[OJIIO 1ft ac;M , FUT SlOPE / NO FOOTING I.tODf:RATE SlOPE F'ooTlNG STEE?_~(fl:. fQQ.TlNG o - 2'/12" 2-/12" - 1'_10' JUtNffiME SlAB DETAILS ADDRESSING EROSIONADDRESS I!! ell Z <O~ W _~ :z 0::> ~ .....~ ~~ ...C5 ~a ll.ll. ell :rw ~o 0 Fo: o~ Z %0 ~ ~ 00< 0'" 0> W ~o w~ _ (.) ~~ ~o !Ii ~ o 01.... (:50: ~~ -Q (.) ~ If)~Vl wi ~!!:", ~~~~~99 ~! o~~ ~(.)S! ~ O~ ~w~ 5~1? ~ i!a lI>~a lD~~ ~ ~ ~~... fi~~ ~ ~tl ""~W~i5 z ~ o~t:~::> ;'Ii~:;; ~gl5 t;il5 ~ l;!~ .: ~ri co a: w > o (,) Q w J: (,) < ... t- < ~ @. ... ~~ J~ trlj~ ~ SHEE T I q] 0( ~ "'" ..,....,f'" -- 0 . ct:OtltT A"" V DOUBLE CARPORT N "" ..J ~ - ! ! l W-l o II " 0 ~ O~.ANC W,.RlES: .IL, I 0 I*"~Q.~ 0 ~.:,:::::,:,:'::~%~O 11':...,':,/ /, n: :'::,.:-. :.:' :..::..........:.It....::: ":: ':. ::::.:, ::: II:::::::: ':: ::::. :: .:: 11:: ':: '::. :: ',-:-:':: :,:,:'1(.::,:,:-:-:.::.:: , ,::, :, ,:, Jl': ',::::::.. ':::: ':::. .1'::::::::::, I f---- W I I I I ,I .; ~ ~ '" ~ "" :::l ~I NOTE; FOR 6VJoj <.:FAN L!.'lCrr! ..... f'OR T...sL! '2 E OV Al..S T'..( I...ARC(R Of': A. W OR A.W/2+0....~ 3E:AM IF' R(QUtRS) F~ KNEE: SRAC:NC . Sl.,oP( 12 1/2 . ........ KNG SR.<,a; / "'tf" F~ SEAM $lZ! (PA.C( 5.7-10) END VIEW DOU8LE CARPORT (GABLED) . UlNlWIol St~ Si".AI:L BE fir ~ 12- EXa:?T .OR 0.01~ PANS FOR \'HQ-l TH€: st OP~ S<'..A1.L BE 3/4. ~:R 12- f'~ sPANS EXC<:EDlNG 12.-0' 1".r POST 11JRN 90.. i8 iO ANOi~ ,'<t$:E"R '2 3/..'><2 3(.-.2 I/Z' ~ ~C . l/a' iV81NG 1/." TAP'X:N . I 1;:' ~'.12'.1/"" PuTt: 3 1 /-:- COIo<C, St....a BASE ANCHCR CONNECTOR ""OR POST TO SLA8 CONNECTiON SlNGU: CARPORT N I ! }-- 11 ~ I U()-lO- Sl.CP(D ~ I I I Q~C v J..Rl(S 0 W I : ,....w/f+ ~~ ~ o " i .... ..J ~ ~ ... -'11'/2+0.11. ..J z < ~ :::I < W <%l ~ Sl".AOlNG OCNO TE S IoU..X. RCJ(Y AR(A f'~ ro..L:J./NS ANO f' 00 nNC . SlCPt - la, 12 2"._ KNE! 6R.AC! ..... '010 """'" 1Zt t.a..!: ~~-....: .A.~"-"C...I.X END VlEW $lNClE CARPORT NO~ lOlIT BlV-crS ~ RtC\JIRm ~ POST 1$ NOT SU iN CQj~ rOOTINC ~ POST AREL!SS ~....~ 3"'%.3-.0.125- ?U re: 1'0 3( $).~e: w.AJL i'rlIOQ/(SS "-S 6OJ.I .: PI..A:e: CAN ae: INSOe: (;)< QIJ i'SIoe: 6~ CR LAP OJ l' ~ $?'.Jcr S1-i.lLL SE: UlN. Of' 0-1)2" HeJQiT ANO 2(0-1 (2') IN l.E)IG11-l ~"'. $C'I:(WS PtR sP\..l~ TOTAl.. / SlOE: CF S?Ucr 2'x4. 4/2 2" . 5. 4 I '2 '2.xS. 4/2 2' x 7" 5 / 3 2- x e' a / 4 2' . 9" 10 / 5 --~ , I I TOP Of' ~ 2..- 3"..3- F1.uTED POST ~pm 'N( rr:u PAP8 :l/e"x.) 1/2- 8C\.i SO L,3, 2~ P';l CCNC.~~TE PR!-IolIX J" rJ" SASE , 0.,..--- ,r-I I " ,J.-- :o.~ Ai:;1';MiNUM C::N\/'E:NT10NAl CONSTRUCilON PCPC~ ~OS~ CONNEC~ON . A-..../2+0.i1. NOT(; IO.'€! SlUcr R!QlJrRED I' PeST ~OT SO IN CON~TE. f'OO11NG ~ POST ~ L!SS i'r<....'l 3'" . s- . 0.125' V f' OR 6(AJ.l SIZE: su l' A.."l.E 2 AFTt~ COol?\JT'lNC 'A" LAR~ST V1J..ve: SlDE VlE"N SiNGlE OR DOUBLE SAY CARPCRT ~ TO S( lOCATf:O 1(4 TO 1/3 8()J.j sPA.~' A.~O SiACCUl!D (A~ SOE: Of' S8..F' l.I A TINC BEAu ~ -(0,- (.-I/~ \iF ........m 1 \ 0+1/2- o.."OQ1T IF 6(A.I.l ...... ..,1 j , , I" 1oV-X.. D€NOTtS ~* PATTERN NO l' SUIolS(.~ Of' $C?(';>o'S T'f?!CAL BEAM SPLiCE DETAIL ;::.osT ~ C~~e:TE 1*/ I" 01..... BAR i 12" lONe /1 I, ./'" i>O..il'S CONCR!'7'E r ~: : II. R~F::~ 70 TAat.! 5 o JI L I) I IV I'-- i. ----' ISOLA TD FOOilNG 10 AX OR CCI..lPOSHE P A....O' ROl::F r r , 1 , i H-QoU..NNQ I(."E! 6RJ..C!: 2"r.3-.o.~. IQolU 6l'l.Act 'M ''" .3 f1 0 r 1;r (AO; $10( CF 6€.AJ.l U-o;......"iNE1., ON SO( 'MT'H .3 f1 0 x 1/2" AMO IO;E! 6RJ..ct INTO PeST ANO 3 ,,0 r 1/2- (ACt SO( Of' KNEE 0l'tAC! CD~CN RtSlsn~ w..s;.,'E'R H(AD(i) ~(WS ~...!~ ~ iO P~ i<OCF 3EAJ,/ PARAlLEl. TO Pm ROCf" KNEE 8RA~ TO POST DETAIL NOre:.: NO rOOTING R(QlJtR!!:I EXC!:?i 'M-iDl ADORESS,NO t~ON 2. -0' 1.0 IN. 1ollN. 2500 ?S C'CNC. w / 3(f'0R( Sl~ S~-:OxIO w.w, \,jE$i-\ OR ~( il8ER 1.l(Sl-< i':'?'C.'L '/~- _ J 1 t5 8M C~T, 3 4~'a-~ .0";; r.;Jt oG>o ~ xc I I "8" .IIQ'TllI(.O..IllltJ)--':~ ~'<t- ~ r SlCP( / NO f'00';lN~ \,jC<<~'" 7<: SlOP~ ,00 i'iNG STEE? SlC~ ,oc-.NC Q - 2"/12" 2"/~2' - 1'-10 > 1'-lQ' SLAB DETAILSA.O[.R~SS;NG ::,~OSlON JOB NAME ADDRESS '" ~ ~ ,3 ~"" ,3 a:6 ::I ""a: 1oJ_ 8 ~a Q:~ ... J:w <0 '" ...% o~ ~ 5~ 0'" ~ J o ~o Q\ I...l 1.-1 -<-u 0>.1 ;3 .... ~ ~~..~~ ~~ ",%~w8J Q = %08 Z a. ~8u U'j~ 9 5~ "''''Q'''~ 15...<> o<z ~\):: Q Zt..: ~<%lJ g~ , "'c >.10 5Cl.~:( ==2 ~~~ <:l?<~ ~ ~~ <,2"'''' ~o_ ~ e,d ~~w <=;j z o~ oJ~ ~35l < "'Vi ....< <..J \) <_ -"'~ ,,-,ul.p 0 x.V"I ;:OOV1~OC ::~ ..: ~ ~ '" a: w > o (.) <:!7 ~ Q Z -< ~ <<l UJ UJ a: ll. ~ (€I, ... g~ ig ,..) ... z '"'~ ~... l.:.:.J ~ = f', C. N!' ~d ,..,... ~ > <,!" \W e~~ ~o 8~~ @ I .::: o'!' @a:crl ."'<> eJ'!j~t5~" ~...~~';' ~8t;ig a:l ~......, ....;:j .' ~5d~ o.CL.~t.&. $r'E~ r I <1!~, L..J '3-.; "'< __..' ii" 1'- , --0 ~ oC~~..~IT nr-~1 .... TABU: 1: IotAXJ.IVW S?ANS r~ STANt)ARD AlUIoIINUW ROOf' PAI-lElS ~ 3105 H-l" OR H-~ AllOY WINO LOADS: CARPORTS, ~ RQOl.CS, AND Oll-CER 0PtN 9U1\..DlNCS Q,H. ~OlTlON NO 0, H, I' 0, H, 2' 0, H, S 0, H. 1-1/"-"_0,026" 100 WPH W. L. J.: 2" "0 t.IPH W. L, " 5- 120 WPH w. L 5'-10- 1-1/..-,,_0.032" '~ WPH w. L. ~'- g: " IolPH w. L, ~'_," I WPH w. L. " 1-3/.."",_0,026" '~ WPH W. L T- f 11 WPH W. L, S',-_ I WPH W. L. S - 1-3/"""_0,032" 100 WPH W. L 8':,9" 110 WPH w. L. ; 0: 1~ t.f'H '1, L. 1- I" J x_O.026 ~~. ~ t L, ,'f:~: 1~ WPH w. t. 10'- S" 3 x_o.032" '~ I.FH W LIt'" ~ I~'- ~ 11 I.FH W: L' 1 -1q,. '1,.- I WPH 1/1. L 1 - 0 I" -1 LM: LOAD; ALL 8U\.DINC TYPES O.H. (;Oo4OITl()oo4 NO O. H. l' O. H. 1-1/4-x_0.026" 2O~L.L. TO- T '" JO L L. 5' - g" 0 - r- I-I .-x_O,032" 20 I/!F L. L. 8'- J- 8'- S" JO II? L. L." 0- g" T- 0" I -3/.-x_0.026 20 ~ L, L. '[.- ._" T- r JO L.L. ,,-0 S'-." 1-.3 ."x_O.032" ~l: l: f: 6- ~:'~: J"x_ ,026" ~ ~ l: l: l~: f- If: 6: J"x_O, 032- 20 1/<$ L. L. 15'- I" 15'- 2" 15'- r IS'- 2" .30 1/Sf L. L. 12'- 3" 12'- 5" 12'-11" 13'- a" I. TOTAL ROOf' PANEL MOTH . ROOt.l WlO'!H PlUS WALL WlO'!H PlUS OVERHANG. 2. THE SIoIAU.EST VALUE ~ THE WINO LOAD TABLE ~ THE L,L. TABU: OOVERNS, TABLE I: t.lAXJlolUW S?ANS rOR STANDARD AlUMINW ROOf' PANElS ~ 3105 H-2a AlLOY WINO LOADS: C.6RPORTS, SCREEN ROOloCS, AND OlHER 0PtN 6'JILOlNC$ O,H, CONDITION NO 0, H, 1 O.H, 2' O,H, S O,H, J" x 0.026" 100 WPH W.L. 15'-"- 16'- ,- 16'- 5" IT- 0" 110 Wl>H W.L. J4'- SO 1.'- 5- 14'-10'" 15'- 6- 120 ~'W.L' 13'- 0" - 13'- 2" 13'- r ,,,'-,,- SO x 0.032" 100 IotPH W.L. 18'-10- 1$'-11" 19'- 3" 19'- 9" lID "'PH W.L. '0-10" 10-1'- 17'- 4" 17'-11" 120 t.lPH W.L 15'-,,- 15'- S" 15'-"- 16'- S- U\IE LO.'D:ALL BUWNG TYPES O.H. ~OITlON NO O.H. ,. O.H. 2' O.H. S O.H. 03" x 0.026" 2011$F L.L '6'- I" 16'- 2" 16'- r 17'- 2" , YJI/Sf LL. 13'- ,- 13'- J" ,$- S" ,,,'- 5" J" x 0.032" 201/SF L.L. 18'- 4" '8'- S" I$'- 9" 19'- 3- YJI/Sf LL 14'-11" 15'- I" 15'- 6" 16'- ,- 1. TOTAL ROOf' PN-IO. WIDTH. ROOt.l WIDTH PLUS WALL WIDTH PlUS OVERHANG. 2. THE SIotALLEST VALUE Of THE WIND LOAD TABU: OR 11;( LL, TABU: OO~ [.: g: S'- 2" f= ~ 1: f T- I" 9:- X ~:,~ f.- ~" 7':' ~ 1.- r s; - ,,-" 6'- 4 ~- Q" - I - 5" ~'- ~" a,- g" S- 2 11~- se- ," - 5" 1~'- P: \}: ~- --'- ,~.. ,. lti-11" 10'-11" 14'- ~- 'S;- 2'" 12- 3 1"'- r 1~- I" 14'- 4" 2' O. H. 3' 0, H. ~: 6: g'- 2- 7'-10" ~:,;\" g'- S- a'- I" '~'-Ig: 11 - 6 I~'- s" li'- 4" 'l'ABU: 1; t.IAXllotUW SPANS rOR INOVSTRY STANDARD ALUJ.iINUIot CQI,lPOSlTE ROOf PANElS W/o3l05-Hl"/H-25 ALUIolINIAf AllOY SHEATHING k 1.01 EPS CORE ~L().Io.OS CARPORTS. SCREEN .t VINYl. ROOMS, AND OTHER OPEN BUlLDlNcs. O.H, 000llON NO O,H, I' O.H. 2' O,H, .:r O,H, J"x 0,026" 100 "'PH W.L IS' - 4" IS' - 6- IS' - 10" 16'- 6" 110 ..PH W.L. lJ'- 9" 13'- II" ,.'- 4" 15'- 0" 120 IolPH W.L. 12'- S- 12'- S" 13'- 2" 13'- 11- J"x 0.032" l00..PH W.L, 16'- s" IS'- 9" 1/- 2" ,T- g" 110 IotPH W.L ''''-1'- 15'- 0" 15'- 5;' IS'- ,- 120 Iol?H W.L, 13'- r 13'- 9" 1.'- 2" 14'- '0" "-x 0,026- 100 'IotPH W,L, 15'- 8" 15'- 10- 16'- 2" 16'- 10- 110 ..PH W.L, ,,,'- 0" 14'- 2" 14'- I 15'- 3" '20 IolPH W.L 12'- 10" 13'- 0" 103'- S" 24'- 2" 4"x 0.032" 100 IotPH W.L, la'- s" 18'- 10" 19'- I" 19'- r 110 "PH W.L 16'- 9" 16'- 10- 17'- 2- li- 9" 120 IolPH W,L, 15'- 3- 15'- 4" 15'- g" 16'- 4" U\IE LOAD (INCLUDES 2 I/SF DEAD LOAD) All BUIl..DCNG TYPES J"x 0,026" 221/Sf' 13'- I" 13'- 2" 13'- 8" '4'- 5- o321/SF 10'- 10" 11'- 0" 11'- 6" 12'- 5- 221/<$ 1.'- 2" ,,,'- 4- 14'- 9- 15'- 5" o321/SF 11'- 9" 11'-"" 12'- s" 13',.. 2" 221/SF 13'- 5" 13'- 6- '4'- 0" 14'- a" 321/Sf 11'- ,- 11'- 3" 11'- 9- 12'- r 221/SF 15'- II" 16'- 0" 16'- 5" 17'- 0" J21/Sf 13'- 2" 13'- 4" 13'- g- 1.'- 6" 1, TO'l'AL ROOF PANEL WIDTH . ROOIot WIDTH + WAll WIDTH + O\IERHANG, 2. 11;( l.ESS(R S?AN Of WINO lOAD ~ U\IE LOAD SHALl OO~. J"x 0.032" 4-x 0.026" ""x 0,032" TABLE 2; t.lAX. ROOf' 8EAW SPANS rOR CARP~ TS. SCREtN .t ~N'Yl ROOWS AND OTHER OPEN STRUCTURES w/ SOl..() RW"S 6063 T-6 AllOY EXAloIPlE: rOR S?AN "L" ON DRAWING USE lOAD YllOTH . "vi" 12 + O,H, 2-x ."x O,~" TILT BEAM: lOAD WIO'lrl . ''''/2 + 2'O.H, . g' LOAD WITH .. g'; L.L. 0221/<$ 8(AIof S?AN" T- J- BUJA SIZE BEAU SP,t.,H F'OR DESIGNATED LOADS 6EAJ.A U\IE LOAD WIND LOAD LOAD WIDTH 221/SF J21/SF 100 IolPH 110 "PH 2"" 3-xO,~- TIlT 6EJ.J.l ~ 2"x 3"xO,050" EXTRVSlO'l 5' $'- I" s'- I g'- 0- 6' i- .." 6'- 0" 8'- 3- 7' 6'-10" 5'- s" T- S" 8' s'- 5" 5'- 2- i- 2- 9' s'- 0" 4'-11" 6"- g" 10' 5'- 8" .'- S" 6'- 5- ," 5'- S- 4'- S" 6'- I" 12' 5'- 2" 4'- 03- 5'-10- i,2-x 4"x O.05O-x nLT ~ 5' g'- 9" 8'- 0" ...".6'.., 8'-_'1"" 7'- 3" ,...,7', 8'. 3 6'- g" . 8' 7'- g" 0- J" g' EXAloCPLE T- 3- 5'-"- 10' 6'-11" 5'- r 11' 6'~ r 5'- 4- 12' s'- 3- 5'- 0- 2"x .-x O.~-x 0.120" s.w.8. 5' ' 12'-10" 10'- 5" 6' '1'- S- 9'- S- 7' 10'-10- 8'-10- S' '0'- ,- 8'- 3- 9' 9'- 6" i- 9- 10' 9'- ," 7'- S- II' 8'- 8" T- 0" 12' 8'- J" 6'- g- 2-x S"x 0.050"" 0,120- S.I,I.8, s' 15'- 2" 12'- 4- S. '03'-10" 11'- J" 7' '2'-10" 10'- 5" S' 12'- 0- 9'- 9- 9' 11'- J- 9'- 2" 10' 10'- S" a'- g" ,,' 10'- 03" $'- 4- 12' 9'- 9- 8'- S" 2"x IX 0,062-x 0.120" S.IoI.8, s' 17'- 9- 14'- s" 7' IS'- S- IS - S" S' 15'- 5- 12'... r g' ,..'- 6- "'-10" 10' 103'- g" 11'- 3" II' 13'- I" 10'- 9" 12' 12'- r 10'- J" '3' 12'- ," 9'-10" 14' 11'- S" 9'- 6- 2"x IX O,062"'x 0,135" S.w.8. 6' 'a'- 4" IS'- 0" 7' 17'- 0" IS-I'" S' 15'-"" '03'- 0" 9' '5'- 0" 12'- J" 10' 14'-10- 11'- r II' '3'- 7" ,,'- 1" 12' 13'- 0" 10'- 7" 13' 12'- 6- 10'- 2'" '4' 11'- 7- 9'-IO. 2"x 8"x 0.072"x 0,224- S...s. 7' 2"- 9- li- g" 8' 20'- 4- 16' - r 9' '9'-:t 15'- S. 10' 18'- 2- ''''-10" 11' 17'-.- 14'- 2" 12' IS'- r 13'- r 103' IS'- 0" 13'- 0" ,.' 15'- 5" '2'- r 2"x 9"x 0,072"x 0,224" S,...8. T 24'- 2" 19'- 9" 8' 22'- 7- 18'- 6" 9' 21'-"" li- S- 10' 20'- J" 16'- 0' 11' 19'- J" 15'- 9" 12' 18'- 5" 15'- I" 103' 17'- g" '4'- 0- 14' IT-'- '3'-". 2"'x 9-" O,072"x 0,0310" S".8. T 26'-11" 21'-1,- 8' 25'- 2" 20'- s" 9' 23'- g- 19'- 4- 10' 22'- 6- 18'-." 11' 21'- 5" 17'- s" 12' 20'- s" 16'- 9" 1.3' 19'- g" IS'- I" 14' 19'- 0" 15'- 6" 10'-11" 10'- 0- 9'- )- e'- 8" 8'- I" i-9" 7'- ." T- 0" '4' - ." IS -. ," 12'- I" ,,'- 4" 10'- a- 10'-' ," g' - 8" 9' - 3" 16'-11- 15'- 6" 14'- 4" IS - 5" 12' - a" 12'- 0" 11'- 5" 10'-11" 19'-11" 18'- 5- 'T- 3" IS'- 3" 15'- 5" ,,,'- S" 14'- I" '03'- 6- IS - 0" 20'- 6- 19'- 0" ,i- 9- IS'.,. 9- 15'-"- 15'- 2" 1.'- s" IS-"" '3'- 5" 2.'- .- 22'- 9" 21'- S- 20'- 4" 19'- 5" 18'- r 17'-10" IT- 2- 27'- 0" 25' - 03" 23'-10" 22'- r 21' - 6" 20' - a" 19'-10- 19'- ,- J)()' - ," 28'- 2" 26'- s" 25'- 2- 24'- 0" 22' - II" 22' - I. 2" - J" 8'- I- i- 4- S'-IO" s'- s" s'- 0" 5',,; S" 5'- S" 5'- 2" g'- g. 8' - II" S'- 3- i- 9- 7'- 03- 6' -". 6'- r s'- J" 12'-10" ,,'- 8" 10'-10. 10'- I" 9'- 6- 9'- I" a'- a" S'... 3" 15'- 2" 1.3'-10" 12'-10" 12'- 0" 11'- :s- 10'- a" 10'- J" 9'- 9" li- g" 1S'- 6" 15'- S- 14'- 6" 13'- 9" '3'- ,- 12'- r '2'- ,- ,,,- 8" 'S'- 4- 11'- O. 15'-"" 15'- 0" 1.'- 03" '3'- 7" 13'- 0" 12'- s" 11'- 7" 2"- 9. 20'- 4" 19'-2" 18'- 2- 17'- ... 10- r 16'- 0" 15'- 5- .2.' - 2" 22'- 7" 21'- .." 20"- 19'- 3'" 18' - 5" IT- 9" 17'- ,- 26' -,," 25'- 2- 23'- 9- 22',.. 6- 21'- s- 20'- s" 19'- g" 19'- 0" 120 I.lPH 7' - 5" 6'- 9" 6'- 3- 5'-10- 5'- (i" S'- 2'" 5'- 0" 4'- g- 8'-11" 8'- ,- T- 6- 7'- 0" 6'- 8" 6'- J" 6'- 0" 5'- g" ,,'- :s- 10'- 8" g' -,,- 9'- J" $'- 8" 8'- J" S'-10- T- 6" 13'-10" 12' - S" ,,,- S" 10'-11" 10'- ." g'- 9" 9'- 4" S'-11" 16'- 3. 15'- 0" ,..'- ,- . 13'-3" 12' - 9" 12'- 0" ,,'- S- ,,'- 0" 10'- r 16'- 9" 15'- s" ,.' - 6" 1,3'- S" 13'- 0" , 2' - 4" "'-10" I I' - ~- 10'-11- 19'-11- 18'- r 17'- S" 10- r 15'-10" 15'- 2- ,,,'- r ,..'- 0" 22'- I" 20'- 8' 19'- s" 18'- 6" 17'- 7" 16'-10' 16'- 2" 15'- r 2"'- I 22'-1'" 2"- 8" 20' - s" 19'- r 18'- 9" 1S'- 0" 17'- 4" 1. 'THE SMALLER S? AN f'RQt.l THE L.L. OR '!HE WINO LOAD 'I' ABLE GOVERNS. TA8lE J: SCHEOVl.E ~ POST TO eEAiot SIZE .t 1 rs ~ BOlTS REOUlRtO B(AW SIZE ..JNIloIIJW I /lHRIJ BOlTS 0 L- D + 1/2. POST SIZE 1/4- 3/8- 2"x 3"x O,~" TU 3"x 3"x 006"' SoaIpd , 2"x .."x o.~" 'TIl'l' o3'x 3"x 0,06-" 1 2"x 4"x 0044" x 0,12" $l.I8 $"X 3"X 0,06" 2 2")( 4")( 0,044- x 0,15" SM8 3"X 3"X 0,06" 2 2")( 6")( 0.044" x 0,12" SM8 03")( 3"X O,Qgo3 , 2 2"x Ix o,~" x 0.13- SI.l8 3"X 3"x O.Qg, 03 2 2"x 8")( 0.070" x 0.25" SI.le 5"X 5"x 0.12~ 4 3 2"x 9"x 0,070' x 0,23" SW8 3"X 3"X 0,125 4 3 TA8lE 4; WAX. ROCf' AREA fOR .t.l.VWINVW ~T/~ 9UIl..OlNG POST F'OR ALLOWAEU ROOf AAtA USE "AAtA- . S x (*/2 + O.H,) , EXAI.I?lL: "S" - T , W . 12', .t O.H. +. r THVS: "AAf.A" - ~ SF POST T'I'PE WAX. AllOWABLE ROOf AAtA IN SQUARE raT 1.lAX. HeT, . WAX. LOAD N I lJ>'E + DEAD LOAD WINO LOADS ,3-x 3"><0,040" ROll r~.. 5ISI/Sf 221/SF 100 IotPH 110 IotPH 120 IolPH 8'- 0" 1,200 '31 321 450 ~ 300 l~: 8: N~ 'gg ~~ m ~~ ?~ S'k~~'06O" ~,~.. ,~ 34' 469 3i~ 312 10'- 0" ~ooo 109 2~ 375 300 ~ lr- 0" 5.200 ~ 2....... 325 235 21S :~~!t'~'~ ~O. ',~ ~ ~. m ~ 16'- (f &:120 111 278 382 .306 2~ :S-x J"x 0,90" 'IV8(. lot ' 11'-10- '2.m 236 m 810 ffl 14'- ~ 11 7 ~1 691 ~ 16'- O. (I 167 41 51.. ~9 S'x 3"x 0. 'Z5" 1IJ8E. t{.: to am ~~~ t1~ 16'- 0- 8;000 145 ~ 4"x 4". O,IZ5" lVeE. 15'- 9" 23,280 4203 ',058 1,455 1,1&4 !.t- ct 20:712 37S 9.., 1.2S.. 1,034 CJ - U 18....30 J.35 8.38. f,l~2 9Z2 " ALLOY 606J T-6 .. 1oll0Y 3105 H16 1. tHE SWAl..l.EFI ROOf AREA rs u\t: + DEAD Lo.o.D ANO WINO LOAD SHAlL OO\IERN. TA8lE 5; ISOLATED rOOTINGS WAXlt.AN ROOf AREA IN SF rOR CARPORT POST WI tSa.ATEO F'OOTlNC rOOTING TYPE AND SIZE rOR BELOW USTEO WINO \fiOClTY UPUFT LOADS PO\.JREt) CONCRE'It 100 ..PH \10 WPH 120 ""PH "-0")( 1'-0"x "-0" 29 Z5 21 1'-.."x ,'-4")( 1'-"" 86 72 61 ,'-6"x ,'-6")( 2'-0" 163 I~ 116 1'-8"X 1'-8"X 2'-0" 187 1~ 134 ,'-8"X ,'-a"x 2'-6" 275 m 196 2'-0"X 2'-O"x 2'-0" 546 2S8 2S7 2' -S")( 2' -6"X 2' -S- 463 J86 331 PRE-tAST SlA8 W/ 801 SAO<-CRETE .t 8AO<fll O~ SlA8' 1'-.."X ,'-..")( r~4- 117 ' 97 540 m 9t4 ~ m 400 ~ 970 86.3 i68 ~ ANCH~ AllOWABLE LOADS ANO WAX. LOAD AAr.A r~ ANCHORS ANCHORS INTO WQ(X) r~ OPEN BUl.OlN<>S AllOWABLE LOJl.O / t.lAX. LOAD AAr.A ($.F.) 0 120 u.P.H. WINO LOAD I Of ANCHORS 1 2 3 . DlAlolETER ANCHORx EloISEOl4tNT 7921/J8 s", ',~I/50 S., 1,ISS,/57 s... l,~I/75 $.F, 1,980I/S4 s.F'. 2.6401/126 $.F. 9361/45 S,;, 1,24$#/59 $.F, 1.4041/67 s... I.S721/89 s.r. ~340#/111 s.r, 3.1201/14$ S.. '.OUIl!A $.F, 1,"241/68 $.f. ',6021/76 s.r. 2.'~I/102 $.F. 2.6701/167 S.', 3,5601/169 s.r, 1/." x ,- 2641/13 S.., S281/25 s.., 1/4" x , '/2" 3~I/19 S.f'. 79211J8 s... 1/4" x 2 '/2"', SWI/31 $.F. 1.3201/63 $.F. 5/10' x I" :3121/15 S,F', ~"I/JO S,;, 5/10' x 1 1/~ 4$81/22 $.f, ~I/45 s.., 5/16- x 2 1/2" 78IJI/J7 s.., 1,5601/74 sr. 3/8" x I" J5f0l/17 $.F, 7121/!A s... 03/8" x , '/2" 5341/25 s... ',0681/51 s.r. 3/8" x 2 1/2" 8901/42 Sol'. 1,7801/85 s.;, ANCHORS INTO CONCRETE rOR OP(N BUILOINGS AllOWABU: LOAD / WAX. LOAD AAr.A ($.F,) 0 120 M.P,H, WIND LO.a.o 1 ~ ANCHORS' 2 03 OlAlolETER .A.NCHORx OolBEOUENT '/4- x 1 1/2" 7571/~ $.F. 1,5141/39 $.F. 2,271'/108 S.f'. 03,0281/144 $.F. 3/8" x 1 1/2- 1.050I/!lO s,r, 2,lI.'/~3 SoF', .3.1711/151 $,F', ",2281/201 s.., 1/2" x 2 1/4- '.-<<31/69 S.., 2.SUlllo37 S.;, ",3291/206 S.., 5,n211275 $.F. ll-CRQlJGH BOt. TS POST TO BEAt.! rOR OPEN BlJIl.DlNG . AllOWABLE LOAD / t.lAX. LOAD AA(A (S.1',) 0 '20 M.P,H. WINO LOAD , ~ ANCHORS 1 2 3 OlAlolETER ANCHORx (LENGTH . POST THICKNESS + 1/2-) 1/4" x 1+1/2- 2.J5fo,/"2 So., ",7121/213 S.F, 7,0681/~ s.., 3/a" x 1+1/2" 5.300I/2~2 So.. 10.6001/505 s.r. 1/2- x 1+'/2" 9,4261/-<<9 S... ~ III l5 cO~ ~ -~ ~ 101 a:o :xg: ~a: ~ 1013 ~~ III ~~ o~ 0') j ~~ OVl ~ i3 w~ - ~ 0'" ;9 ~! ~~ ~o 8 ~ Vl~~:d ~ ~O> ~o~8~~g ~'? 5l~ ~~ 1'5....0 o~~ z!C!:2 all5~ ~~~ ~&~ ~ i!(j Vl<-i~oo(Vl~ ~ ~ ~ Vl~ n.tj Vl~16. ~~o 0( W wzw o(j5V Z o~ ~~~id~g~~ ~lS~ :nl~ al ~~ ~ oN I'i ~ a::- 0) us f5~ >0 o 0<5 o:Z wO xz (.)< c(.... ~~ c('W a:: u. SHEET I Of ~ ~ TABLE I: WAXJUI.I\l SPANS f~ ROYAL ALUUlNi.Jt,t SUPER PAN PANELS \:F JIOS 1'1-28 ALLOY WINO lOADS ~TS, SCREEN & Vltm. ROOIolS, & OTriER ~N BUILDINGS 0.1'1. CQNOtnQN NO O. H. " O. H. 2' O. H. S 0, H. 2-1/2"" 0~022' 100 t.IPH W. L, ,,'- g' 110 WPH W. I.. IS- SO 120 IotPH W. L 12'- I' 2-1/2'" O,02a- 100 IotPH W. L 16'-1'" 110 WPH W. I.. 15'- 2" 120 IolPH W. L IS-IO" 2-1/2'" 0,030. 100 WPH W. L 17"- g. lID I.IPH W. I.. 15'-"" 120 WPH W. L ,,'- 6' 2-1/2"" 0.0;56" 100 WPH W. L 19"- I' "0 IolPH W. L 17'- I" 120 WPH W. L 15'- 7" ,,' -,," lJ'''" ," 12'- S" 17"- I' 15'- J" 1.'- 0" 17'-10" 16'- 0" ,,' - .,. 19'- 2" 17"- 2" 15'- a- 15'- ," 1S-IO" 12'- S' 17'- 5" 1s'- I 1.'- 5" Ia'- 2" IS'- ," 15'- 0" 19'- 6' 17"- 6" 16'- I' 15'-'" ,,'- 6" IS- 6" IS'- 0" 16'- ," 15'- I" I a' - g" 17'- 0" 15'- S' 20'- 0" I a' - O' 16'- S" ALL ~ TYPES - UVE lOAD O,H. CONDITION NO 0, H, I' O. H. 2' O. H. SO, H. 2-1/2'x 0.022" 1.'- a- "'-10' 15'- J" 15'-10" 20 IfrF L L. 30 1% L L. 12'- 0" 12' - 2" 12'- a- 13'- 5" 2-1/2"x O,02a- 16'-10" 17'- 0" 17'- ." 17"-"" 20 1% L, L. 30 IfrF L L 1S- 9" I$' -11' ,,'- ," IS' - O' 2-1/2"x 0.030. 17'- a- 17"- 9" 1S'- I" Ia'- S" 20 IISF' L L JO 1% L L. ,,'- 5' ,,'- 6" ,,'-''" 15'- .,. 2-1/2')( 0,0;56' 19'- 0" 19'- I" Ig'- 5" Ig'-"" 20 IISF L, L. JO IfrF l. I.. 15'- 6" 15'- .,. 1S'- 0" IS'- I 1. TOTAL ROOF' PANEL WIDTH. Roa.. WIDTH Pl\JS WAU. WlDTri PLUS OVERHANG. . 2. THE $WAU.EST VAL~ \:F THE 'MND lOAD TABLE ~ THE UVE LOAD T.-aE ~S. TABlE 1: tu.XMJU SPANS f~ ROYAL ALU\lINU\I "Vf' PANELS OF 3105 H-2S ALLOY VIlNO LOADS ~TS. SCREEN & VINYl ROOt.IS, It OTHER ~N BUILDINGS O.H. COWOlTlON NO 0. H. l' O. H. 2' O. H. S O. H. O.roo" W PANELS 100 WPH W: L. 15'- S" "0 IotPH W. L ,,'- I" 120 WPH w. L 12'-10' O,~" W PANElS 100 WPH W. L 17'- 5" 110 WPH w. L 15'-'" 120 WPM W. L 14'- 2" 15'-10" 14'- 2" 1J'- O' 17"-0 15' - S" ,,' - ,. IS'- 2" ,.'- 7" lJ'- 5" 17"-10" 17'-10" 14'- 9" IS'-10" 15'- J" 14'- 2" 1S'- 5" 1S'- I" 15'- 5" ALL 9UII.D1NG TYPES -UVE LOAD O,H, COWOlTlON NO 0, H, I' 0, H, 2' O. H, SO, H. O.roo" W PANELS 20 IISf' L L 15'- 7' 15'- g" 16'- I" IS'- 9" 30 l/Sf I.. I.. 12'- 9" 12'-"" 1S- ," 1.'- I" 0034" W PANELS 20 l/Sf L L, 17'- ." 17"- 5" 17"- g" IS'- ," JO l/Sf L L 14'- I" 14'- J" 14' - .,. 15'- ." I. TOTALROOF' PANEL WIOTH . RQOl.I WIDTH PLUS WAU WIDTH PLUS OVERHANG. 2- THE $WALLEST VAlUE OF Tl-iE WINO LOAD T....au: ~ THE 1..1.. TABlE OO~ MANUFACTURERS PROPRIETARY SUPPLIES MANUFACTURERS PROPRIETARY SUPPUES T.a&.E I: MAXlI.IUI.l ROOF' SPANS f~ STRVCTAU. BUIlOING S'l'STDI PRODUCTS ALI.It.INUI.l ro.cPOSlTE PANElS STANt)ARO PANEl W/ALtJI,IINU"" SHEATHING Jl05-HI.jH-25 ALLOY 1,0 1 EPS ~ DENSITY TABLE I: ..AXIIoIL/I.l ROOf' SPANS fOR STRVCTALL ElUILDCNG SYST'EI.l PROOUCTS Al...UUlN\A.t WlolPOSlTE PANELS STANDARD PANEL w/ALUMlNU"" SHEATHING J1OS-H14!H-2S AU.OY 1,0 1 EPS ~ DENSITY WINO LOADS DEAD + lIVE lOAD & OR/SNOW lOAD (INCLUDES 2 ,/SF DEAD lOAD) SCREEN It VINYl RQOl.Is, CARPORTS. IH) OTHER OPEN B\JIlDINGS ALL BUILOlNG n'PES 3"x O.Olg" __.-NO_O.H. l' _0.11,_-----2' _O.H. ;}' _O.H. _ ;}"x O.O,g"__ 100 WPH W. I.. 14'- I "'-er 15"- I" 15'- g" 221/SF 12'- 0" 12'- 2" 12'- a- 1;}'- 5" "0 IoIPH W. L I$'- ." I$'- S" I$'- ,," ,.'- I 321% 10'- 0" 10'- g" 10'- g" ,,'- S' 120 IolPH W. L 12'- ." 12'- S" 12'- 11' 13'- er S7//SF 7"- S. 7"- g" a'- 6" g'- 7" 3"x 0,02'- J"x 0,02." 100 IoIPH w. L 17'- g" 17'- ,," la'- J" la'- g' 221% ,,'- S", 14'- 10" 15'- J. 15'- 10. tlO IotPH W. L 16'- J" 16'- " 16'- 9" 17'- .- J2I frF 12'- 2" 12'- ." 12'- 10. \J'- I 120 IoIPH w. L 15'- 0" 15'- 2- 15'- r 16'- 2" 571/SF g'- ," g'- ," g'- "" '0'- ,," J"x 0.OJ2" J.)( 0,032" 100 IoIPH W. L 20'- 7" 20'- g" 21'- 0" 21'- 0 221/SF 17"- 0" 17"- 2' 17"- 6" la'- ,- 11 0 IolPH W. L 1S'-10" 1S'- 1'" 19'- " 19'- 10" 321/SF 1.'- 2" ,,'- S' 1.'- a- 15'- 5" 120 I.IPH W. L 17'- 5. 17'- 6" 17'- 10" la'- 6- 57//SF 10'- g" 10'- 10" ,,'- 5" 12'- ." 'MHO LOADS DEAD + 1M: lOAD & OR/SNOW LOAD (INClUDES 2 1% DEAD LOAD) SCREEN It VML ROCWS. CARPORTS. AND OTHER OP(N ~ ALL ~ n'PES .'4' . ,"x 0.019" HO_OX 1'_O.H. ~ _O.H. :s' _OX_ ,"x O.Olg" 100 YPH w. L. 18'- 0" 18'- ,- 18'- 5" 18'- ,," -nljSF 14'- 10" 15'- 0" 15'- ." 16'- O' "0 t.cPH W. L 16'- .5- '6'- 16" 16'- ,,- '7- e" J21/SF 12'- 'J- 12'.., 5" 12'- ,," . I$'- 8" 120 "PH W. L 15'- . 2" 15'- ." 15'- S" 16'- ... 571% 9'- 2' g'- 5" 10'- 0" ,,'- 0" ,"x 0.02." ,"x 0,02.. 100 "PH W. L 20'- I. 2.0'- S" 20'. S" 21'- o' 221/SF 16'- I IS'- g" 17'- ," 17'- a- "0 I.IPH W. L 1S'- ," Ia'- 6" la'- g" 19"- ." 321frF 13'- g" 1S- "" 14'- ," 15'- O' 120 I.lPH w. L 17'- o. 17"- I" 17'- 6" la'- 0" S711SF' 10'- .- 10'- 6" 1"- I" 11'- ,," .'" 0.032' ii'- ,"x 0,()J2" 18'- 100 I.lPH W. L, ," 21'- S" 21'- er 22'- 2" 221/SF 17"- .,. 17"- S' 0" la'- .,. "0 I.tPH W. I.. t9'- 5" 19'- &" 19"- 10- 20'- ." J21/SF 14'- .,. ,.'- g" 15'- I" 15'- g" 120 "PH w. L. IS'- 0" IS'- I" la'- 5" 19'- 0" S71/SF 10'- ,," ,,'- ," It'- r 12'- 5" WINO LOADS DEAD + L.M: LOAD & OR/SNOW lOAD (INClIJDES 2 I/SF DEAD lOAD) SCREEN & VINYl. ROOt.Is, CARPORTS. ANO OTHER OPEN BUILDINGS ALL BUILDING TYPES S"x 0.019" NO_O,H, 1'_O,H,_ 2'_O,H,__S _O,H._ S"" O,019"_ 100 "PH W. I.. 20'- g" 20'- 10" 21'- I" 21'- 7" 2211SF 17"- ,- 17'- J" 17'- I 'S'- 2" 110 WPH W. L 1S'- n" 19'- 0" Ig'- ," 19'- 10' J21% ,.'- 2" ,,'- ," 1.'- g" 15'- 5" 120 ..PH W. L 17'- S" 17'- S" Ia'- 0" la'- 0 57/% 10'- .,. 10'- 10" ,,'- ," 12'- 2" 6"x 0.02'"_ ox 0,02'" 100 "PH W. L. 21'- er 21'- g" 22'- ," 22'- S' 22IISF 17"- ,," 18'- 0" Ia'- ," IS'- 10- "0 t.cPH W, L 19'- g" 19'- ,," 20'- 2" 20'- S' J2//SF 14'- 10. 15'- 0" 15'- ," 1S'- 0" . 120 "PH W. L ' 18'- ," 1S'- 5" 1S'- g" 19'- S' 57//SF 11'- ," ,,'- S". ,,'- 10". 12'- .,. 6'x 0.032- ox 0,032. la'- 1S'- g" 19'- l' 19'- 7" 100 "PH w. L 22'- .,. 22'- S" 22'- ,," 2S- ," 221% 8" "0 Io4PH W. L 20'- .,. 20'- S" 21'- 0" 21'- 6- J21/SF 15'- 5" 15'- .,. 15'- "" 1S'- r 120 "PH w. I.. 19'- I" 19'- 2" 19'- 6" 20'- o. S71/SF ,,'- .,. ,,'- g" 12'- J" 13'- 0" \ ~ ~ z .001 ~ -:> ~ lX~ ~~ ~ wa Q.Q. :i; j;~ ~~ ~ <.>< ..., J :~ e~ ~ ~ ow ;g ~! ~j;.. ~~ 8 ~ Vl~1I'l W;E C> ~ ~o~ ~~~ ~ ~~ tx C> 1::>>-'" o-<C>z Z 0 lD Zw CD 9 - ""0 ~....~ -~e ~ j!~ 8~~ ~-<~ ~ ~ 0Il'j'" ~~ ~ ~~ wzw 00((5 Z 00( oJi:~::> ~ ~ ~~~:i;~~g~ ~ f'irS co a: ~ w l% > W 0 > 0 0 0 <=' 0 z w 0 :z: z 0 < <I( r- l- ce I- w < w a: tL ~ @. ~~ Ii ~~ Q. NI' o ...,,. n.JL-I I l!.!J~ ~~~ I~ 5::'~ I It~rt ll::lD'OIIO l:l~~~I' Z"~w"'" ~~g~~~ ~g >-~~ ~@ ~ \:F