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HomeMy WebLinkAbout94-4513 BUILDING PERMIT Permit N~ CITY OF ZEPHYRHILLS (813) 788-6611 ~ 45138 lIr<,) {).S ~ -""-"-------- ~ EL~[" PL~ Pmpe"V Owne' ::.r?k - 6i}~- - . ~ Job Address: j", . ~ ' Parcell.D, # 11/- d2 ~ -;J /.... ()!J-70 ~ f) 0000 -- lJ ~~i) Date 1~-rP -7{ MEC~~ewer Conn Water Conn: Water Meter: T"I.F.'s: Zoning: Description of Work FINAL 'f NO OCCUPANCY BEFORE C,O, Complete Plans, Specifications and Fee Must Accompany Application. C,Q, All work shall be performed in accordance with City Codes and Ordinances, DATE Permit Fee~ Signature Company Address Telephone# u3- Valuation or 4 - Contract Price r ;; ,.-6 )j 0 ' City License Registration # It, () State Certified License# o~ (~2~. BUILDING ~:~ :::/1'/7- fJfM Lintel EL~-- ...--" . PLUM~-- - ME~-- Tp, Servo Rough In Meter Can Const, Pole Pool Pre-Meter Final Breakers Ducts Ins!. Compressor Final SLB Tub Set Water Sewer Final FAM. ~ \~ <t- Insu!. CL \r--f' ~ . it WL V''\ '/~\.Y' \ y '~ Driveway REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($15,00) shall be made for each trip for each trade: a. Wrong Address b. Condemned work resulting from faulty construction, c, Repairs or corrections not made when inspection called. d, Work not ready for inspection when called, e, Permit not posted on job site, f, Plans not at job site, g, Work not accessible, The payment of inspection fees shall be made before any further permits will be issued to the person owning same. APPLICAnON FOR PDKIT CITY OF ZEPHYRHILLS BUILDING DEPARTKENT OWNER'S NAME /lJ/Jf<//5 P/17ZJIN6- PHONE II' J' -16~b OWNER'S ADDRESS lor- 'IS J./bJJ rlljl/k S1: JOB ADDRESS S/1I'1J: LEGAL DESCRIPI'ION: LOT(S) B~SUBDIVISION PARCEL LD.' /tf -~b-c:t-t:Q..71J.-tJtJa)!J-p,/SCJ (OBTAIN FROM PROPERTY TAX NOTICE) WORK PROPOSED :J:::::jew Construction --^<<Idition --Alteration ~epair _Install _Sign ---1Iove _Deaolish PROPOSED USE: ~iI1g1e Faaily ----1t/ F _' of Units ----1t/H _~ercial _Indust. _Swia. Pool _Other ---..Restaurant 5: Health Departaent Approval DESCRIPTION OF WORK: C'ON C-J(! /!.,Ii".,y AL.(.,{ IY1 QoOr- BUILDING SIZE: X . ..sf:, f Square Feet, Q;8J" ~ Height RESIDEBTIAL: ATTACH (2) PLOT PLANS 5: (2) SETS OF BUILDING PLANS 5: (1) SET ENERGY FORMS. COKHERCIAL: ATTACH (3) SETS OF BUILDING PLANS 5: (1) SET ENERGY FORMS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. PERMITS REOUESTED ~UILDING $ J S-'-IO. 00 Valuation of Total Construction _ELEC'l"RI.CAL AItP Service Florida Power Corp. W.R.E.C. .--..KECllAllICAL $ Valuation of Mechanical Installation -PLUttBIRG GAS ROOFING SPECIALTY . /J ?-,UI""1 Other TYPE OF COIISTRUcnON: ~1ock ~raae _Steel FIllISHED FLOOR ELEVAnOIlS: FT. IS PROJEct IN FLOOD ZONE AREA? YES NO .......................................... BUTlJ1ER CONTRACTOR SECTION . . '.' . 'aiHPANY /lC$ I9LJf j'1'1. /?/;/ 1.- ;},' StateCert. or Regist. . cecDs,l/b?O ~.~ City License Registration' /1,0 ........................................... Signature ELECTRICIAN COMPANY State Cert. or Regist. . City License Registration . .......................................... Sionature COMPANY State Cert. or Regist. . City License Registration f .......................................... PLUMBER Signature MECHANICAL Signature COMPANY State Cert. or Regist. . City License Registration . .......................................... OTHER COMPANY State Cert. or Regist. f Signature City License Registration . .......................................... APPLI~.;rI~R ~PRO. ...~..a,: ~ ~..,..~. FICRR. '~I' \.~ . J..:I r:::::::. ~ CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS !he undersigned understands that this penit JaY be subject to 'deed restrictions' wbich lilY be lOre restrictive than City regulations. 'fbe undersigned asSUles responsibility for COIpliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner has bired a contractor or contractors to undertake work, they JaY be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the ower and contractor lilY be cited for a lisd_anor violation under state law. If the owner or intended contractor are uncertain as to wbat licensing reguirelents JaY apply for the intended work, they are advised to contact the City of Zepbyrbills Building Departlent, (813) 788-6611, FurtherlOre, if the owner bas bired a contractor or contractors, be is advised to bave the contractor(s) sign portions of the 'Contractor 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 than the contractor, are responsible for the work. If the contractor wishes you to sign as contractor that lilY be an indication that be is not properly licensed and is not entitled to peraitting privileges in the City of Zepbyrbills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, bave been provided with a copy of 'Florida's Construction Lien Law - lIoIeolmer's Protection GuideN prepared by the Florida Departlent of Agriculture and COnsUlel' Affairs. If the applicant is BO.I8OIle other than the 'ownerN, I certify that I bave obtained a copy of the above described c10cuIent and prOlise in good faith to deliver it to the Nowner' prior to COIIeDC8leDt. - E. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the infoIlation in this application is accurate and that all wort will be done in cOlpliance with all applicable laws regulating construction, loning, and land deve1opl8llt. Application is hereby lade to obtain a perUt to do wort and insWlation as indicated. I certify that no wort or installation bas COMenced prior to -issuance of a perlit and that all wort will be perfoCled to leet 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 goverDlental agencies lilY apply to the intended wort, and that it is IY responsibility to identify wbat actions I lUSt tate to be in COIpliance. Such agencies include but are not It.ited to: * Departlent of Envirolllelltal Regulation - Cypress Baybeads, Wetland Areas and Envirol1leDWly Sensitive Lands, Water/Wastewater 'freatlent * Southwest Florida Water Manag8leDt District - Wells, Cypress Baybeads, Wetland Areas, Altering Watercourses · ArlY Corps of Engineers - Seawalls, Docks, lavigable Waterways * Departlent of Health' Rehabilitative Services, EnvirODleDtal Health Unit - Wells, Wastewater 'freatlent, Septic 'fants · US EnviroDleDtal Protection Agency - Asbestos abat8leDt I also certify that, if fill Jaterial is to be used in Flood ZOne 'A' or 'A,etc.', it is understood that a drainage plan addressing a 'COIpensating vol_' will be saitted wbich is prepared by a professional engineer registered in the State of Florida prior to perlit issuance. . A perlit issued shall be construed to be a license to proceed with the wort and not as authority to violate, cancel alter, or set aside any provisions of the technical codes, nor sball issuance of a peIlit prevent the Building Official frOl thereafter requiring a correction of errors in plans, construction, or violations of any code. Every peait issued shall beCOle invalid unless the tlDrk authoriled by such peIlit is COIIenced within sil IOnths of issuance, or if tlDrk autboriJed by the peIlit is suspended or abandoned for a period of sil IODtbs after the tile the wort is COMenced. One 90 day I!Itension of u.s, lilY be allowed for the perlit with fee charge of $15.00. 'fbe l!ltension sball be requested in writing to the Building Official. An approved inspection .ust be logged during each sillOnth period, or the project will be considered abandoned. WARMIIG TO OIlIER: YOUR FAILURE TO RE IOTICI OF <XIfMEIfCBMm MAY BESOL! II YOUR PAYIIG fiUCH FOR 1M 5 ro YOUR PROPERlY. IF YOU II'fBND TO F C"IHG, CONSUL'f WI'fH YOUR LBlfDER OR AN AnoRIIBY BE OF COHMElCEMlN!. JO 500 I ALOE lOT HElD TO RECORD AND POS! A 'KOTICH t>~ ~tL~ ~ 51 srUE OF FLORIDA () COUNtY OF r ~ The foregoing instrument was acknowledged before me this j:Jn--4~ 19-2.1:. by "KII v7J /I JJ JJ7L3 who is personally known to me or wao aa& p&'oduced as id...tifi~ ,,00 .-,.did Dot take an oath. ;i! ~ ~~ " (Signature)j( J.J ~ pJ Jl m u::::;;c- CT. -L In ~ (Name Typed, Printed or Stamped) NOTARY PUBLIC srArE OF FLORIDA Pt coum OF ~ Lo The foregoing ~t was aCknowledged before me this ~, 19 9~/ by , 7(10/ IJ 1J)j J &ZS who is personally known to me or wile h..6 ,....... as id~ti~ieati8B aBd who~/did not take an oath~~ j\.~..-u;J. \ (Signature) K./J:77.j~~-aJ J., K~JAJ (Name Typed, Printed or Stamped) NOTARY PUBLIC KATHLEEN J, BROWN Stale of Florida _ ... eomm, Exp. April 2, 1_ .., CaIIIft.' CC 0lI&617 r ~ ...~...',s 38545 Palm Grove Drive Zephyrhills, Florida 33540 ACE ALUMINUM Job No, Phone: (813) 782-2616 \..../ SOLD TO ADDRESS SHIP TO DATE PHONE fk. ~L>/:" e 51'6.7--7 ~Ar fr 7rtY- /tf~ .-f - ....r .:h ....;> ,. f' ..r ~ 3D' \-; G The undersigned agrees to pay INSTALlERS IN FUll ON COMPLETION PERMIT PRICE TAX TOTAL PRICE DEPOSIT BALANCE C.O,O, IZ;A#.# ;J/9/l//0./#~~ lep, Customers Sipture , , ,; , ,_.'" ..,'. . . : _ .' .;. " .. .tj:', 'r, :'~::j "';,, .1..', ;.,.' ,'" .. -'.' " ".. ,.' '. ,'. .,.' '" ',.',,:-' . ',' _, . "'__>~:; , "'" ',' .. .. . '. " "._ ,.'.' , , _ -.. .~t.. .~';",I,~...." """, !.\ol;-'[Jid.~p'~~;))i.j~/~:,V~I~f' ~1'r>~io!'r.I""'J.\1,~'! \:~~'~"",,'~\~(-.r.~,~t~~~:'~'l:\:i$'"'''''' ';.;,~~"".~J. ,..,.~.,~ t' :t':-/~.r.."'J _;:"'I".~~:~A;""'~1~,<'~;' ~"'>'v_:' . ,_,_, .'.'. ',,_ _._,.-- .'..- - ::'}~""""-"'~'j""~1jI'" ,0',.,.. ...,.....,.. ..._.....~;,_....,:.~.',-..;.......,,-,.,.:"'.....l.~..':... r~'. ..~,,', ::. ',- . , ~ , . . 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It- ," n'- s" If- 'J" 16'- S. 16'- J \5" - ~- I~'- ." 14'. S- 14'- 6" 11- g" '3'-10" 0"- ~ lJ' - r' 11'- r It- g" 11'-10" It- S' 11'- ." 2S- I rr - .0 zt - 0" 20'-11" 2<1 - g" t<1- ~ ,r. a- It- a- 18'- g. IT-Iff 18'- ~ .T- '", 11- t It"-()" 1S' - 5" ~'- )" '2S 249 561 JJI 413 27& ~ 2.i6 432 j()& ~7S 408 4-30 .l4O 411 291 648 459 8M 612 no 510 617 m 6~ 500 900 6e7 ~ ~ &4J .7& 1588 1m 1m 102. I~ 921 1109 ala T Alli 5: ISCU TED roo TIlCS , ~ R(XS MVt N "I rea CAAPalT f'(;S T '/ IS(U JU) roo ~ rcR mow lISTED :H iUOOTY l.f'lFT lO~ 100 IlF'H 110 :.flti 120 II'H rOOTNi M t 9l[ P<.\ftO OO(;R[ T( r -O"X 1'-0 ,'-ff 1'-."X 1'-."X 1'-.0 I' -6"X l' -ox t-o" 1'-01'-0 t-ff "-8"X 1'-0 t-~ , t -o"X t -0 t-o" r-6"X t-6"X t-6" 29 as 16.3 187 275 346 46J 25 n Ij6 156 219 288 jM 21 61 115 IJ4 196 257 JJl 25'- I zi'- }o 23'-i'" '0- a" 2t - 5. 2f - .- 21'- ." 2tJ - r' ~= ~: ~=:= 9,1 18'- l' 11- 5" 18' - ,. 15" - g. MEETS 'mE REQUIREMENTS 1'" 1 . roT' 33\0] m: -CAS T VB ,/ 001 SAOH,1IlT[ .ll 8AOOU O'.{R VB 1'-4"X ,'-4"X t-." 117 97 5& , . ($ 3 HOST STRUC1'I..:PE ~ ,w:>>. l SU8-f'AQA ca..~COCH R(~rs f()t VAAl()JS LO.'D CllOTlCHS lCJD COOOCHS w.o I,{lOOTY LOJ{)S r.vD + U\( LC~S CUSS ~ HOST STRUCl1JRE 100 '.iPH 110!.f'H 120 IS'H m~ 3211~ 5.JI/SF I. W~IE '/4'x1-l/a" C(NO\fi! ~ . I~ O'c.------>2 0 1 O~c. 2. ';t:jJJ f1W.l( 1/4'x2" ~ so<!'fS 16' O.c.------------>2 ~, O.c. scro:N, Wl'r'l, A,l() ~rs HOST STRlXME 100 '.lPIi IIO!II'H 120!S'H Z21f.1 321/~ 57//SF 1. ~TE '/4'xt-' i8" CQiCl;fTE SCRfMS . 12' 0.c,------>2 0 l' O.C. 2. '~fR)J:lE l/4'Xl' ~ SQ<:'E'IS ~ 11' 0.c,----------->2 ~ I' o.c. NOTES: ~ SrR\JC11J<{S 'lUlD ro<<CT TO TRIJSS OOTTS ~ THE :w f'ACA ~ 11& POSSa.E eN. Y I ~ ($ SCRftS CAH 8( OJ TS<< l11f: 1M$ OOmj9.e r.W-A 00 ~ .I.RE..'S S}JJ.lL HA~t DOOaE m(}~ ALl sans iNTO ;a: HOST STR'JcruR! ~ HA~€ I.IIH I-Ill,' '~.G-~ ~ ~AlI. 8(CAS(,(R HUOCO ~~ 12" )( 3" x 3105-H14 RISER PANEL .1 r l~" t r[7 1 12" x 3" x 3005-H28 RISER PANEL 1 r m' t [7 ! It 7 ---.J l ,t' ] 1 , . 12" x 3" x 3105-H14 RISER PANEL 1 r o.~" t [7 ~ ! it' 1 PRCFERnES 0.024' O-OJZ' r'llCI'EKnES 0.0Jt' ~R11(S 0. c..o" A 8 Q.480 iLl Wf . il~ pH I . ~~/-o.271 n.' A . Q.6oo nJ " . Q.M pH I . +0.5101-0.42J iLl A . Q.50 ...' 'IT . Q.117 pJ.f. , I . H15nl-o.~ ... A . Q.7$ ill,! Wf 8 0.717 \).LL , I . +0.781/-0.711 iL .I TAaE 1 w.u. R<n P.\Jt <;p~ f'~ ~rs. SQl:[D4 1: Wflt ~ .ltL\lNl..W )WSntf ST~M'OS ALlOY jl~ H-14 l H-2S pm m fat P.lJt <;p..... U~ · ~1I/2 .. Q.H.~ n: CAAlICNGS . lCfX Itx a.026"",--,~ O.H.__I' O.H.'"---t o.H._r O.H._ 100 ~. LCH> 14'.~" 14'- '.J' 14'. IJ' I'.J'- 5" 1101S'lil.LOJO It-II' lj-I~ Ir- 6" 14'- ~ 12Ol.i'Hl.LCJD 11'-11' It- " It- 6- 13'- J' l~ Itx 0.032" 100 l.fIi Jl LQ)O I&'. 6- 16'- ~?~ ff It- a- 110 Ii'Ii Jl LOJO 15'- o' 15'- 2' 15'- 6. 16'- I' \20 ~ I. lC).D ,$ - 10' IS - 1\' I~'- 4' 16'- 0" NOlt: sn~ r1 n-t: ?AN \\{88a1G IS Rt:CCtlI.lO<<O. If snrCHm IS NOT PllOYttD wi , lOx 1/1' SCRO/S " t o.c. M",4 ~ i11E NlO'rf: ~.~ BY 20.( ~ 10"X 12"X 0.026' WI NO O.H. <;PA.~ 11'- J'x (1M - 2"J:t) · II 25'x 0-00 :: g.o' = g'- 0". ~ANUFACTURERS PROPRIETARY SUPPUES 1AolE \ lUX. R<:n S~1!Y SP.lJiS F~ ROYN. N.\J~lNIJU svnR PIJlS ustu C:N SCl<U:Nf."it Roo..S .lc C~TS{~H 8IJ1lOOlGS) PRWXT PATENT I 4,918,898$ N.U\.lINlNI.\I ALlOY ;105 H- 28 lol~'1I~W '!1U.D ~.OO) ~ PAN SIZE r~ P.l.I4 SPAN US( · "'/2 .. Q.H.' ~ ~'~ , 'IIro LOADS ~ Cf1:N ~,lIlO~ SlIOi AS sc:RfEN;\IN'rt ROC-l.IS t ~TS 15"X 12"X 0-022----'~ Olt_1' OH._.-t O.H___J' O.H_ 100 Wf'H JllQ.AO 15'- '.J' 15'- 6' 16'- 10' IT- 4' 110 l.f'H 'f. LQ.ID 14'- 10" 14'- 11' 15'- J' 15'- 10" \20 ~ \t LQ.AO 13'- 1\' 14'- ,0 ,.'. 5' '5'- O' B"X 12"X 11028 _____ ______________ 100 ~ Jl LOO 18"- II' 19'- O' 19'-." 19'- IJ" 110 \if'H Jl LQ.AO If- ," \f- 2" If. 5' 18'- 0" 120 Wf'H It LQ.ID W- \' 16'- J' 16'- r 11- " 2.5":( 12":( 0.0j0 __________ 100 WPH t. LOO \9' - 10' \9' - 1\' 'XI - ~ Zf1- r 110 ~ f. LON) If- 1l" 18'- 0" 18"- j 18"- '1' 120 IS'H'" LColD 16'- 10. If- ff If- j 11- Iff 2.n \2":( O.()j6 ______ _____ 100 \if'H 'f. LColD 21'- r 21'- 3" 21'- 11' rt- 4' 110 ~ ,. LOAD lr- S' 1~'- 8" 19'. II' 2<1- 4" \20 1Jf'H"t. LQ.AO 18'- '.J' IS'. 6" 13'- Iff 19'- j 48" X 3" X 3105-H14 COMPOSITE PANEL r ~ r ~h'IIII,III"I"llljlill'III'II!III"I'II"III'/11"'1'1'1'11"11 ( ~ . 0_024' : I,f' . 0.74 n.'/ It. P,I,I(L (l)Io$.COOf OCTAl. ~T,I(, 0.032' : lei' a il!71 iL'; It. 10 ~M 1 ~ , lPS ro;t 0Clr.l TY 48" X 4" X 3105-H14 COMPOSITE PANEL T w. f ~ filiTillli'i'jlj'i"'i'jll'jljljll'I'I'llllj'i'llj '1'1'1"'1'(',1 ( '.. 0.014' : !elf . lG.32 i1. 'I It. P!.'fl C1l<<C-:lCN OCT.lII. ~I,l(. a.0J1" : ~, a 1.100 i1.' I It TO'1'N4 ,.~ , lPS o;ft 00lSI TY C.A ~ '(',a:lil$ o-.lC llANUF' AC ruREHS' PRcn:ET loRY 51JPPUES T.at I: !.W'J"..'\oI R(U ~~ f'~ W1{ p~ f"ll.ICOXl$ iNC. ~ Sl"l\lX"J1.;'1W. P,"'Us. tJC. .ltLiYR~ W~a: PANElS Sm-.JAAO PNfl -r/!oJ.L'\IJU'. :lOTHiNG jl0:5-HI4/rt-~ ALlaY 1.0 I (p$ CO<E ClSSTY 'lilNO LOADS sa:u:N 4: VlNit ROC\IS, ~TS. .1.10 01'r{R ~ ~ ~'. 0.019" _-1lO_0.H. ,'.o.H. t _O.H.__r _OR_ 100 4PHIf, L 14'. r 14'- a" 15'- " 15'- g" 110 l.lf'H 'f. L lj- 4" 1!- '.J' IJ"- I" a'. r 120 l6'H "II.. L 11'- 4' It- a- It- I" '3'- a" J'x 0.024' 100 l.l?H 'f.. L 110 !.If'H '/1, L 120 UPH 'f.. L jx 0.031'_ 100 W'H 'It. L 110 lJPH 'iI. L 120 !.If'H 'ft, L If- g. 16'- J 1'.J'- 0" It- 11' tS' - .. 15'- l' IS'. J" 16'- 9" 15'- r 20' - .,. la'. 10' It- 5' 2(1. t' 18"- lI- IT- 0 21' - 0" 11- 4' If- 10" 18'- 9" 'f- 4" 16'- 2" :1. ~,:c~ ~~ 'i ~~-co J j .... ~~ ~~~' ~ j~ ~i;:~~ ~:-= ~1~.' ~~ a~ ~ot"g ~~ I=!~~~ i a W1!~~~~ 8:i a..;~ ~>- ~~ ::Sli~~~l3 ~8. ~~~~~.-c oj~ a~i!IJ~~ I~i !~~~~~ ~~~ ~ig~~~ 21'- s" lr- 10' ta' - s" w.o + U\(tO,lD 1: cP./SNOW LOM> (NCt\,('{S 2 1/7 WD lOAD) All. BUIlDiNG liftS J". a.011J' ___ ---- 2211'<$ It- o' It- l' It- a" 13"- 5' j2f~ 10'- 0" 10'- '1' 10'- g' 11'- s- 57f/~ t- o t- 1" 8"- 5" r- .,. J". 0.024'_ ----- 221~ '4'- a" 14'- Iff 15'. J" \5'. 10" 321/".# .' l' It- 4' It - 10" IJ'- r 571/".# - 10 . '1- ~. 1- II' 10' - 1,0 j. 0.0.31'________ " 21f/~ 1't- 0" If- ~ If. 6" 18'- .32//<:J 14'- 2" 14'- j a'. a" 15'- 5" 571/~ 10'- 9" 10'- 10. 11'- '.J" It- 4' POST: l' r ). r Q.00ff 50tJ 0.12 1.1f SOUCfED ;S l' r ). I Q.09J" sou 1.08 l.li SOUCPEl) :1 l' I J' I Q.I~" 00 1.4 1.17 ~ i1 .' I 4' x o.l~" 5C6J L'i' t~ SOUCfm f1 MEETS THE RF.OU!REMENTS OF CHAPTER 1205 sse 1991 EO (J) C( l!J :> o o a :i o a) 94-\)0064 ~ ~ ~>- ~ JL l!!'1 ~ ~ ~""i IUi~ .:!>-i o_~..... SEAL ffiT , 3te' ~ 3 NOTE: CONTRACTOR SHALL PROV1DE \u:nCAnON mAT THE HOST STRUCTURE 1$ STRUCTURALLY COMPARABLE TO THE STRUCTVRE SHOf'tN, (MOBILE HOIJE OR CON\f..~nONAL CONSTRUCTION) PA.~ CR COI.lPOSlTE PANU5. USE CORROSION RESlsn\~ SCRE'NS. PANS ANCHCRED '/rITH 110 l 1/2. ~ 3/ PAN INTO REWWIG CHANNEL ANO I 110 l 1/2. 0 RIOC€ CAP CONNECTiON TO RECE""NG CH~"NEL CClJPOSlTE PA.>;ElS US( 1/.. l (1+1/2") LAG SCREWS 'M111 1/.. '/lASHERS THROOCl-l REC(I\1NG CHANNU fRC\.I lCP. CAULK .AlL CONNECTiONS. HOST SrRUCllJRt OR r ADA ________ EXTRUDED CR BREAK\lETAl HEADER 00J2' I.iIN. r A STENE R DE TER!.HNED BASED ON CONSTRUCTiON ~ HOS T S TRUC TURt CONNECTlON TO HOST STRUCTURE ~ w c>: 2 u ~ V> l- V> o ~ u :z: '" V> x w #10 l ('t'+1 1/2") \11TH ______ 1 1/.' '/lASl1ER \) .. 0 C_ l.iiN, SHADING Ti?E II DENOiES INTERI()l POST !UX. ROCf AREA SEE T AetE 4 J #'0,' 1/2' s,\lS PER PA,'I PA.':El 'tilTH 3/4' 'NASHER OR 3 #' 0,1 1/2' 'NASl1ER HEAOtD SCRE',;'S UPLIFT STRAPPING EACH S11JD 0,0.2,.xl 1/.' MOOIlE HOI.iE STRAPPING NAILtD 'M fH #8d COMI.iON 3 PER SiDE OR 18d GlJN NAilS 3 PER SIDE STRAP Sl1All BE 5. EACH SlOE AND CON l1NtJOOS D<,tR THE STUD O~A BCtT NOTE: '!<HERE 1/2. COX Pt.n.oJO IS USED fRAMING Sl1All BE ., 2.. OC_ YN w/ NAil PATTERN, Pt.'(1IO:X) TO sruos #8d CCMMON 5. O,C. ., (0(.( AND 12' O,C. fiELD. 'M1ERE 3/16. SiR1JCTURAL THERMAL PLY SlOiNG IS USED fRAYING Sl1AlL BE 15' O,C. 'Ii/ , 1/2. ROOfiNG NAILS ., J' ON EDC( AND 12' O,C. tlELD UPLIFT STRAPPING DE TAil I 24. .L 3 1/2. .' IJ' " ;~." '~ j. REC(J'.1NG CHANNEl ANCHORS 'M TH 3 EACH 18 SMS PER fOOT "- TOP Cf GRADt j.xj. flUTED POST 'M<APPED '11/ fELT PAPER 3/8.d 1ft B(U 80 lB. 2)00 PSI CONCROE PR(MIX Yd. BASE ALUl,(iNUIA CONvtNTlONAl CONSTRUCTION PORCH POST CONNECTION -t ~ / PCAJRED CONCRETE D L:t[/ 1 ~ R(FER TO TABlE 5 ISOlA TED FOOTING POST TO BASE AND POST TO BEAM DETAil NOTE; M HOST S1lAA:11.:RE Ut.r)T B( CAPABlE IF SUFI'\l<T1~C 11<( N.U\,li~l/ SiRlJC11.:RE TO 8€ ATTAOiEO TO rriE H\;"<)T STIM11.:R(. C<M:RAUY reE C1)M)tnoo IF 1\<E EXlSTl~C STR\JC1\;RE I\IU INOICA T( TH( STWC11;R(S C.APABtun. 1\<E FCUO'MNC CONOlnOOSj\<OST SiRlJC11JRES ARt: CAnBlE IF SUPPO<n~c ir( N.UI.II~MI SiRlJClVRE TO BE ATUOi(D; 1. UASI)o(RY 'Ous. 2"x .. fRAJ,jE ~T1lIX~~,lUS. PRE ENCiNHREO '1/fX() TR\JSSES 'III A tx 5' sua fAOA ,1.'/0 A iRIJ$S O~RHMiC IF UP TO 4', A.'.(JIr:P. ATUO'\I(NT IF T:~ N.U\,II~l/ STR'JC11.;RE 1\<?OOCH 1\<( l' FAOA TO T:rlE iRlJSS 3lJT;S.1 A UAJJl.I\Jl/ Cf 4' TR\JSS C~,HA.~G. 2. UOOlLE 'riMS UA.'MAC11JRED .l11tR 19~ A.~D ec~lT TO i\<( 1.84 HVO SlIi<Oo\RCS~[K( l}I( A.~Oir:P.S ARt: INTO i\<( iRlJSS ~.lTTs. J. COOOlT1CNS NOT ~R!:D A8IM: ~Al.L BE RE','fIol:O BY :l<( (NCiNHR TO OCTERl./iNE 1\<( HOST STRlJCT1JRE M:((},;ACY. 4, ALL iRlJSS S'r'STIJfS SHAl.!. HAl{ A UA.CW\I SPACNC IF 24' oc. 5. U06ltE HC\I(S NOT CQfCR\jINC TO 1}( SlA.~CI.ilVS .lBC\t SHAl.L HA'\{ A sur SVPP\;flT1NC rA.\l( ADJACENT TO l}I( \,IC€llE H()!.IE iN l(V Cf CONNECT:NC TO T:rl( IIC€IlE. A.'IOO~ 'MT'H HEADER CHANNEl -2-.___- C(NTER PURUN BEM.I SHECT 'L' rR()'./ T ABtE 2 DOOR W()(jJ FR).!,jE Sl1ED .tII;'H tx.. PRESSURt IREA TED PI.~( ptA TE ,4.'jCHOR TO CONCRtTE 'tilTH 1/.. CONCROE FASTENERS \l 4'-0. O.C. w c>: ~ MID SP A.'l BEAI.l ~ SELECT L fR~,j V> TABLE 2 I- Vl o ~ u ~ ~ SUECT BEAll w FRCII TABLE 2 MID SPAN BEP.I SELECT l fRO'.l TABLE 2 rRONT WALL BEAiJ SELECT L fROM TABLE 2 Sl1ADiNG T'TH 1 DENOTES EXTERIOR POST ROCf A.~EA SEE T AetE . SHADiNG Ti'PE II SEE TABLE 4 CA R:ER BEAI.l Ii j 'N } W }. '11/2 ~ W ~'1i/2 + OH. DOUBLE CARPORT 'MTHOUT CENTER POST +--11 ~ '11 }I ~J '1/ ~'1I/2+ OJ(~ DOUBLE CARPORT 'MTH CENTER POST Al TERN A TE: '/KXj) fRAME Sl1D \11TH tx4. PRESSURE TREA lED PINE Pt.A TE A.'lCHOR TO Co.~CRET'E \IIfH 1/4' CONCRETE FAS~E~ERS 4'-0' OC. FRCNT WALL BEA\I SELECT L fRCI.I TABLE 2 SHADIN G Ti?E I SEE TABlE 4 REWY1NG CHANNEl "- ~ ~ ROQf PANELS ~ SEE TABLE t V> 8 SPAC( MAX. ~ 2. l _ 1.110 SPA'I / BEA.1,j SEE SiMPLE SPA.'l TABLE 2 j. x :}' l 0 06' POST Y -1 3 1/2' CONCRETE SlAB ~.1 w '" ~ TABLE 1 ~ ROOF PANELS SP ACE 1.1 AX ~ CARRIER 8EA\I ./ ____~~....-- ~ J.xJ. POST /" ~ 2500 PSI CONCRE TE 'Ii/ 6,6 '/lftDED 'MRE YESl1 O<,tR v A?CR BARRiER SPAC( I.IAX. T ABL~ ------ ~1 3 1/2' CONCRE TE SlAB j j v ARIES VARIES SECTION THROUGH CARPORT SECTION THROUGH CARPORT 2500 PSI CONCRE TE 'M fH 6,6 "HOED WIRE MESH O'<tR V APCR BARRiER . 0,1 n: R('.1SlCNS OcK . ~l",~ ~~ ~",2 v,", ~~i~:a ~ ~ gl!j~",~ ",'" ex: 0' t3~ ~~aag ~~ i5~ii'" ~ ~ ~~~~~. :E ~ ...t:~>~vi L:l O'2'::I......,! ~ ~ U,2:,)ooOiX d "'05zz~O ]list ~ <\Q~ ~o~ ~~;~~~ 8 OZ~~ < .3: 'i i ~i"'~~<.'l 'i 9 ~ o~5'g o~ 3$", ~~~ '~d ~~~ ~/=M~~ uo~ 5f5c Wo. ~ ~ ~ ~~~~~~ rJ) ex: I..!J > o o o :J o rJ) SEE CCtiNECTiQN Dtl AIL / 12", PA.'l (SEE CHARTS) US( .'If TO UPLIfT STRAP?I~iG DHAlL DO NOT BLOO< ~ nRt EXl T \liNDeN SELECT PAN f()l REQUIRED SPAN / O'<t~ANG VARIES B S<{D IS rRA!.IED WAll 2'x.. lUl.lB(R TOP PI.A TE 8'x12' unLlTY A TT ACHED TO HOST 'M111 R~ ABO\~ Sl1ED 2' l .. 2. l FRCtiT WALL BEA,1,j , SWJCTURt w 2'-0. O.C. SELECT L fR()'./ TABLE 2 ~ w w FOR rROtH BEA!.I . NOTE: '" DOOR .3 2',2'.0,0". ALUM. OR ~ ~ ,. ANC'rl()l PA.'lS TO HEADER CHANNEL wI 2 ~ US( l'=W/2+0.H. ':j N U US( 'L' . 11/2 + O.H. ':j 2'1.' I) 24' a-c. lUYBER 8 'l) 3 #10 l 1/2' 'II/ WASl1ER. ~ V> 2, ANOOOR PANS TO ROOF BEAMS 'iiI 8 ST1!UCllJRAl CRADE :::I a V> .'If :::I U 2 3 (10 l 1/2. wI WASHER. I- Tr{RMAl Ply Vtl111 SIDiNG z: V> V> VARIES u '" 3. A.'l~OR PLATE TO CONCRETE rlOOR 'It I 0 z: V> , ~ .'11 ,. VARiES l/r L~BOlTS rOR 2'... -. 3/8. x 3 1/2. D~A BOtTS I) 30. O.C. '" x .. u V> , P r Pt.A TE OR CONCRE TE w N .. STUDS TO BE I) 15. O,C. j. EDG(S ~ x 6x6-10/10 '/(f(M t-. w / A.~CHCRS 4'-0. OC. V> "- 5. ON FIELD 1 1/.. GAL ROOfiNG NAilS ;:;z w --------- ------- L VAR:ES J.d. flUTED POST \lAx' t... PT? PlAiE UPLifT STRAPPING DETAIL (SEE I ABLE) HCT.,.1t fOR 120 MPH 'It I 3/8'x4 '/2. 'MNO <,tlOClTY CCNe. A.~~CRS :3 l/t I.IIN. CONCRETE (SEE DETAILS) UTILITY SHED AND CARPORT WALL SECTION SECTION THROUGH UTILITY ROOM SINGLE CARPORT MiN. 2500 PSI CONe. '11I111 Ii . Ii '/lftDEO 'MRE ()l FlaER iiESH TYPICAL All SlABS. ~ 1 #5 BAR CONT, 8' ,~OTE: flSER MESH CONCREiE OOES NOT REQUIRt 'MRE MESH fUT SlOPE I NO rOOTi~G o - t /12' \lOOERA TE SlOPE rOOT:NG t /12' - " - 10' SLAB DETAILS ADDRESSING EROSlON STEE? SlOPE fOOliNG > l' - 10' C~EETS mE REOIJIREJ,(EN S C.}lA?TER 12Q5S8C 19']1 EO- 9 4 - u 0 0 0 L1 SHEET , 2 Cf 3 II". ,.. .:. '. l,:, '..!>.," .' I . . . . .; >,....... .", ~~.~I~......... . "I " . -.... ,.... -... -....U~ '__. .. ..-..'" . " ~'~"'"""""-""~,,,, .'-~' .... _ ._....._... h..' . ... .. i I..... j'" : .. ..-. _,_' -j'--I--"~1j. - '. ,.1-. .- -'1'-- I.-.r-:~:t- -1--J' --' --.Ii . ii, : "+",,,,-,._1 - -.- --- -I-t-r-,-., .----.,., .-,. --,~ -,.--.--.. "l"" : -.../ r.;.. "-l'" .-- ~.... 'J-" _.- -'.- .,_../... ... - .- ~-~- G). .... Cv' -...." r'" . '; i . . :~t~r; -<.~ - r . !-, 1'- -- -->- - -"-'''- .~~-~-~-~. -.. ,-. . 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