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HomeMy WebLinkAbout93-3592 BUILDING PERMIT CITY OF ZEPHYRHILLS (813) 788-6611 Permit N ~ 3592 (5 Date /0 -/J?-93 ~ Pmperty Owne' '1:6 .~ Job Address: r 1"f . . 0, Parcell.D, # ELECTRICAL PLUMBING MECHANICAL Sewer Conn WaH~r Conn: t2ve.. Water Meter: T.I.F:s: Zoning: Description of Work Energy Code: C/ Ar-Lr-J- Radon Gas: NO OCCUPANCY BEFORE C.O. DATE FINAL Complete Plans, Specifications and Fee Must Accompany Application, All work shall be performed in accordance with City Codes and Ordinances, c.o. DATE City License Registration # State Certified License# 77 , Permit Fee Signature Company Address Telephone# ~.~ ~~ Valuation or Contract Price 9.-5 C). 077 ~At4~.AP, ELECTRICAL PLUMBING MECHANICAL .? Tp. Servo o 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 Driveway L O~ 2cr.. q J.. REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($15.001 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 fUR PERKIT CITY OF ZEPHYRIIILLS BtJllLDUiG DEPARlllE1IiT OMNER'S NAKE ~~\.;J 3~CJ~ ~ ~~~-&:.. PHONE OWNHR'S ADDRESS ~ <= JOB ADDRESS -:;> q..- \.N, ...:r::::-C~ 'fY\ '^ C LEGAL DESCRIPrIOIM: tot(S) BL.OCK SlJJBDIVISIOII PARCEL I. D. t WORK PROPOSIID:-JQ-lIew Construction _Addition _Alteration _Repair _Install _Sign _!!love _DeIIOHsh PROPOSED USE: .x1_Single Fallily , _KIP _' of Units _KID _<=<-ercial _Indust. _Swill. Pool 01:her ----.Jlest:aurant & Health Depar~t Approval BUILDING SIZE: I 7 x~, 5 ~ S ~e Peet. Height RESIDENTIAL: C'OlltKERClAL : AlTAm (2) nOT PLANS & (2) SETS OP BUILDING PLAIIS & (1) SET ENERGY FORtIS... ATTACH (3) SETS OF BUlLDOG PLANS & (1) SKI' EIIERGY FORtIS..... ..00Pl' OF CONTRACT REQUlRED. _BUILDING $ PI!BIIIllS REOUESTED co q 50 ~ Valuation of Total Coostruct.ion _ELECTRICAL NIP Service Florida Power Corp. W.R.E.C. _KECRMiICAL $ Valuation of Kecbanica.1 Installation _PLUKBING GAS ROOFING SPECIALTY TYPE OF CONSTRUCTION: _Block _Pralle _Steel Other FIN1SHED FLOOR ELEVATIONS: fT. IS PROJECT IN FLOOD ZONE AREA? YES NO ............................................ COllfI'RACIOR SECTION BUlIJ)ER ~ WllPAIIY 5V-? ~~ State Cert. or Regist. , Signature - CUy License .""istration . ............................................................ ~~ -'J ELECTRICIAN aJlPIPARY St:ate Cert. or Regist. , SiRDature City License Registration t .................................................... PLUllBER cotPAJIiY State Cert. or Regist. , Signature City License Registration t .......................................................... tlEatANICAL ml!IPANY State Cert. 0[' Regist. , Signature City License Registration , .............................................................. OTRRR cotPANY State Vert. or Regist. , Signature City License Registration t ............................................................ APPLICATION APPROVED BY PERlUT OFFICER_ CONDITIONS OF PERMIT AFFIDAVIT A. NQIICE OF DEED RESJRICTlot':!.f$, . The undersigned understands that this per.it lay be subject to "deed restrictions" which lay be lore restricti~? than City regulations. The undersigned assu.es responsibility for co~pliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner has hired a contractc.r or c~ntract~;~'t~-;~d~;t~i;';ork;'th;y.;~y"b;.~;q;;j-~-;d't~-.b~-iicl!nsed in accordance wi th state and local regulations. If thl! contractor is not licensed as required by law, both the owner and contractor lay be cited for a .isde.eanor violation under state law. If the owner or intended contractor are uncertain as to what licensing require.ents lay apply for the intended work, they are advised to contact the City of Zephyrhills Building Depart.ent, 19131 788-6611. Furtherlore, if the owner has hired a contractor or contractors, he 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 he is not properly licensed and is not entitled to per.itting privileges in the City of Zephyrhills. (., .' . TRANSPORTATION H1PACT FEES {-)ND UTILITY ~ONNECTION FEE.2. D. CONSTRUCTION ,=-IEN L6-H. (CH{)PTER 713~ FLORID?) STATUTES~ (~S At'1ENDED) I certify that I, the applicant, have been provided with a copy of "Florida's Construction lien law - HOleowner's Protection Guide" prepared by the Florida Departlent of Agriculture and Consuler Affairs. If the applicant is sOleone other than the "ow"er., I certify that I have obtained a copy of the above described doculent and prolise in good faith to deliver it to the .owner" prior to cOI.encelent. E. CONTRACTOR · S/mH..JER I !:L..B.F~!.D{!Y_L:L I certify that all the inforlation in this application is accurate and that all work will be done in co.pliance with all applicable laws regulating construction, zoning, and land develop.ent. Application is hereby .adl! to obtain a per.it to do work and installation as indicated. I certify that no work or installation has cOllenced prior to issuance of a perlit and that all work will be perforled to leet standards of all laws regulating construction, City codl!s, zoning regulations, and land develop,ent regulations in the jurisdiction. I also certify that I understand that the regulations of other govern,ental agencies lay apply to the intended work, and that it is 'y responsibility to identify what actions I lust take to be in co.pliance. Such agencies include but are not liaited to: · Departll!nt of Environlental ReQulation - Cypress Bayheads, Wetland Areas and Environlentally Sensitive lands, Water/Wastewater Treat.ent . Southwest Florida Water ManaQelent District - Wells, Cypress Barheads, Wetland Areas, Altering Watercourses f ArlY Corps of EnQineers - Seawalls, Docks, Navigable Waterways · Departlent of Health & Rehabilitative Services, Environ.ental Health Unit - Wells, Wastewater Treatlent, Septic Tanks . US Environlental Protection AQl!ncy - Asbestos abate.ent I also certify that, if fill aaterial is to be used in Flood Zone "A" or "A,etc.", it is understood that a drainage plan addressing a 'colpensating volu.e" will be sub.itted which is prepared by a professional engineer registered in the state of Florida prior to pertit issuance. A per_it issued shall 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 perlit issued shall bl!coae invalid unless the work authorized by such perlit is cOI,enced within six lonths of issuance, or if work authorized by the perait is suspended or abandoned for a period of six lonths after the tile the work is co..enced. One 90 day extension of tile, taY be allowed for the perait with fee charge of $15.00. The extension shall be requested in writing to the Building Official. An approved inspection lust be logged during each six lonth period, or the project will be considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCE"ENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR lENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOBS UNDER $2,500 IN VALUE DO NOT NEED TO RECORD AND POST A "NOTICE OF COMMENCEMENT". ~-->~ . ~~ ~ '. GENT -.:..-,-------- (. SIGNATI . TOR STATE OF FLORIDA COUNTY OF The fOI-ego i ng ins hument befot"e me this /iJ c;t.(;, r was acknowledged , 19 n by STATE OF FLORIDA COUNTY OF The foregoing instrL before me this /~C-O ent was aC~~'Wledged . 19 bv . . who is personally known to me or who has produced as identification and who did/did nDt take an oath, cy;:;/-f ~ (SignatLll-e) did/did nDt (Signature) (Name Typed, Printed Dr Stamped) NOTARY PUBLIC Notary Public Pasco Co. FL My Commission Expires May 13. 1995 (Name Typed, Printed Dr Stamped) NOTARY PUBLIC Notary Public Pasco Co. FL My Commission Expires May 13. 1995 S 11' !~ 1'l.AN (RJlSIJJI::Kl'lAL us~ (ail."') ;'ARCEL 1.0. S1::e 'I'\-: I' IlliG ~;LJ1\lJ i \, .' .,..:;' :'RorEHTY I"EASUHEJ1E.NT __~ <? OCfO tJb)4.~__ _1:2____..._...___. _Pn :UHHJ-xr molNE-HS .-.- -2.. LJLc L~ __ .,. . _ _ _, j..'. , j. \11 drawings shall 1.H! t1rl1\1l1 to ucnln for lI1I !l<ll'cl:l:i ur loLu 11Vl! 1...:11!!i ur 1 (~ ~j ~l . (0 '-,0 t"lt'>~ (7r 3> € c/Id~ ((j [y. 1977( )j' ~?3, ~c.fih ~S77{tr () IJ rro~ ~~ 33 ~ I~ ---------.-- '-.-.--.-.-... :iItOW ALL EXISTlNG AND PHOPOSED STHUCTUHES Gl'IlJh; JJJJ1! .; lll~:~i I\t:;) ~;J':; i'.:"I::, :,J\Y BOUIES OF 'rI^n~R AND HOAD',,'A":> (WCLUDIIIG ;;'\1'II::~;),!.I.il\C):;.r ';\',,;,' " TilE SIZE. YEJd{, fND NAHE OF l'I'J~lLE; :';UCI1 A~ l~' ;; Ui)', 1')13... ..L:...,i",.... ,\11 "EASENENTS", "RIGIIT-OF-\IAyll and ".JUIU~allCT;l<j,\~, l.Ji:::.j" ,: ...t ..,. ."...., .... i i.: .. ..ll \Ja ~~ ~~ ~ fl\ (:. ~\.)J " .~ ~ llq ~~ ~ ~ l~ __ 'i'f., .... .) .' '}. r .~ _:H ~\ ',/ ), ..~~ ~} ;\ ? I 'f? .JO i' I ~\ ~, ," ';~> ; .::> I \J \/ I i.~, 0 ( .~. ~ "\ L ,; ;, ( -------- 'u ---.- '--"'- --~i .----..w .~ -- --1", ~ ~ r', ,_ 'P. k,~ r , ':... c1I V r' r , ? '.J 1 F,- ~t .. . "" r f 1 \: ! I 3 &?-~ :p :11< I y.. l~ I .....0 \J,J:\ - I ~:g II t~~ i ~ ~I S ~__\J__ -f) , Y'~. ~,- - I I I I j 1 . h,. .._ ...__.._...__, . -- ...1.-. I ! j'- I 1- uJ ~ ,1_ , .. ...., ._.~_._.. _____.~_______._____....___h.... .~ ..- . \ ~- l,n ~ \J ~ \)J , ~ ''\ ',' \ ')s. f:' I "~l . l"- x' (, 'v~. '.>J, .\ ',,- ,_ -t' r" v..... , )\ ~ ~: Cf~ ~. \:-. ;) '\ ~J Iv i~ 9 u :/,1 i'''. .. ) ".:, t -.J.~ i ( ; 1....:10" : r>V .. ~ f .' ~ 'rnpnnal Page ,No. ~~. :it.:. .~.~ ..' .~ S. 'J"'" ~Tl''''"lI:'' j"lU"MINt'JM.. ~JI,It' " ... '(' ~.. t 0.\ ;. -. r'\, . ~ .. I , Ii::~,......, 37528 SR 54 West ZEPi-;lRHiLL.S, Ft 33:~4i (813) 788.7308 PROPOSAL SUBMITTED TO ::. > \ \_> STREET , ",\ '-' C:'>'_'~ ~ .)~" ..,.,...-' " I<...~-,:~\ l~.. " ":i \ '; ~. CITY, STATE AND ZIP CODE \ \ \', '-' " \ _.--r.' _l_. .'~~' ARCHITECT 'P' '''',1;'._ DATE OF PLANS We hereby submit specifications and estimates for: .- h::> , --, I -...-'. \::1:..:> ~__ ,.:.1 ,... .-:..') ~~~~, t-- .,.../. . -' / /' _ '::.:':7< ,-, N'"--''~''''' '-. \ \ \'\ \ I' . d \ \, \ . , \ I i \ \ \ ~,' \. I I . I 1 l ' , I l- \..----..:---- .,.., l' Dr 'roponr PHONE JOB NAME JOB LOCATION i I->~ \ 11..:j--:.-~( t....'<... f\f). \....\ pATE \:\ ;-'-\'- \, i \ \ (:> ,.. ) \ of \ \ ~, \. .,-~_..\-:? Pages '. II. :.;:.'" \ _..,.,.,,,J material and labor - complete in accordance with above specifications. for ,t.h..e, sum of: jo.._j ::.::..~..) ), "~.::::':'::., ..- Payment to be made as follows: .b All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Any alteration or deviation from above speCifica- tions involving extra costs will be executed only upon written orders, and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry fire, tornado and other necessary insurance. Our workers are fully covered by Workmen's Compensation Insurance. Atttptuutt of 'roposul- The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. Date of Acceptance: \ \ ~ " " ." '., -.... '.-> dollars ($ " --_-.0 , ',", Authorized.. .". _..-.-'::::.~- .-- Signature . /. L:-""";.~::::'- .- f':';"OftT~i:;roposal may be withdrawn by us if not accepted within .......;..~t Signature'- / PRODUCT] ]8-3 LNlfBS!.lnc., Groton, Mass_ 01471. To Order PHONETQlL FREE I +800-225.6380 Signature JOB PHONE \ ___.J \.._,j 1..-- I.._A (~'\~,-'\ ,-' I .,' ~ / [ "~" days. !~~~~ !: rv.J. ROOf' P"JiI ftP,\JIIS fOR flCIUS"" Oil V)JilTL pOOt"Cf .. CAIU'ORTS ------- orr.. eVJl.DIJilG !IrA'" USE -,.... _ AS SNO." nfll Ds...AWI"G~ 1\1t:"D U'AN erlO" PA" ~ r a: MII""-,,, !PA.tc5 or PANS UflIOf.J1 LOADS AHD O. H. SPEC I FI ED AlUMUqMUP1 JNOU~nty f1TAHDARl)3 3IO)-HI. O~ H)) i~);i-ij:'i o~oij---Ifo-O~-H:-- 17-0~-H~- -,.-o~ H. -ioo-"i"H-ti. -LOAO i'i.:- i= ii.:-;= ii.':-Io:' 110 ~PH _. L04.D 10'. ,. '0..'"' 10.. It.. 1'0 "rw w. LOAt' ~.. e- ,.. II. 10.- 6" 1.~.1 0"1 0.0'6 - ioo-""r..-.. -LOAD 110 t1rH W. LOAD 110 "rH w. LOAD 1.'''1 1'''1 0.030 -ioo'ttrH-.. "LOAD 110 ttPH .. LOAD I 70 "Mot ". LOAD '.~-J n-J o,on -iOO-P'lPH-.. -LOAD 110 P1PH" LOAD 1'0 "rH w, LOA..D ).0"1 "-1 0.076 -iOO-"PH-.. -LO.u. 110 "'PH tc. LOAD .,0 P'fl'H ". LOAD 1~~:! n:! 2~~H 100 "PH .... LOAD 110 "PM .. LOAD 1:)0 '"'PH ". LOAD ',0-) n-J 0,036 -100- "PH-.. -LOAD 110 "PH w. LOAD 170 "PH w. LOAD ',0-) n-J 0.0'0 -iOO-"PH-.. -[OAD 110 "PH .. LOAD 1:)0 KP1i Y. LOAD 12~L! ~~~:1~:.!H!: 100 "PH ". LOAD 110 "PH ". LOAD 170 ~ .... LOAD l~~~:! ~~1:!2~~~'- 100 ~ _. LOo\D 110 f'fM( ... LOo\D 120 PlJ'I< _. LOAD II' - 10"- 10'- 1'"- O. 10"- II. 10.- .. 13'- D' - II'. 1"'- 3" U'. II' 12'0 ,- 16'- ,.. J"'- 10"' ....- A"" 1"- 1'"- 13'- 1.....- 10. U', I' IT.- J"" "0 o. 15':- II'. 10'- 1".- 12'- J". 0- 0- ,- I I '- JI- 10.... 11" 10.- .- 11'- ~- II '- ,.. 10' - JI. ,- ,. ,- IJ' - 11.- 11.- J' O. H i;':- e" II'. 10" II '- ,,"' J )' - ,.. 11' - ,.. 11 '- 10"' e- o- 1- t). - ,- 17' - 6" "'- 0- i i .~~ ~: I'".. II"' "'- ~- .... - ,.. 1)'_ ... Il'. 1'- 14.'_ ,. 1"_ 6"' "'0 I' "'- t" J"._ ,. 1"._ ,. ,- ,- 0- J 6'_ J" 16.... ... .".... IJ. D '. 11'- 10'0 0- ,- 0- 13'- e. 1')'- 6" 11'0 II- ... '- I J '- .I, .- 14.'- 10. 1].- 6" 1"- 10" 16'- " '- .. "- 0- ,- .- le'- 16.- I' .- ,- 0- ,- I" '- 10" 1)'- ~"' 13' - ,.. I e._ I" 10 '- ,0- 16._ a- ,- I- 0- 1"- ). 11._ 11" "'- )"' 1".- ,. 13' - 1. J" - ". 10'. J" '- 11"' 1..- 2- ,- O' ,- 1'._ 16'- I~'- 410' - "'. 17.- l' 0, H, ii':- F D'. I- II'. ,- 14'_ 6" 13.- .... 12'. f- ,~. - I." - "'. 0- ,- ,. 17' - ,.. I'... II" S4 '- 10. 0' 0- ,- :)i~-:'-: 1'.- 0'. II.... II" 1'.- 11"' 111'- J- I". ,. ..... PANELS H. -. .-o:--ii. ,; ii.:- i: '"' 11.- 'J- ao. 11'- O. 0" 1..- I" ... I'. - II. I- D'- 1- 0- 0- 0- le.- 17 '- 16'- .' O. H. i.':-Io: I)'... 11 '" "'. 0" 16.. I': 1'.- 0" ..'- ,.. 'OTI: If ROOM MAY 8E IMCLO!ED WITH GLA!S WINDO"! IN THE ,~~[ -- if WiiBco;vq:iiDi6-nv:f-riiE'iioij;-w..ri!'!h!g!p'[~i!-- fi!!-ch-,~nOOii-it...,rfu~ijj. -- l- 0- ," ]0'- p, '- 10'- J~Y J....:..!.:. rtA.t. .OOF PM 8P.tJl'S ,OR aCRERH OR VIMYL ROOrtS , CAAPOR'tS orE" !UIUHlfC;: "PM USE "',,- . AS SHOW" ON DRAWINGS READ SPA" BELOW PA" !IZ~ KAtl""",,, ,,.......S Of' PANS UKDIR LOA.D, A"D O. H. 8PECIFIIlJ AL.."".,.tn\ ALLOT 'IO~=!!~ Q~ ~Q!!~!" !!!~ !!~!,,!! ~~L222 tl! l~~:ni:~ 2~m- J 00 PWtf ". LOAD 110 "PM w. LOAD J JO rG"M w. LOA.D ',0"' 1)-' o.on- -ioO-"Mf.... -[OAD 110 "PH w. LOAD 1'0 "PM .... LOAD ',0-) I)') 0.030- 100-"PH-., -[OAD 110 "rH -. LOAD 1 '0 KMi ". LOAD 2.:.9:~ I?:~ 2~~~9" JOO "PH tr. LOAD 1 to "N4 tr. LOAD 1)0 f"I.nI w. LOAD 1f5.- 11'- 16.- 2. '- 1"- lS.- 71' - 1"- le.- ''''- O. )"- 0" '0' - 10- 0- ,- '" Ie '- 11- 1"- ,- 10'- ,- 1.'- 1'"- 16'- ,- ,- ,. '1 '- 1'.- U'. ,. O. H ii':-.i" 1)'- II. u'. '" 1 ~. - ,- 1..- t.. 13'- 0" J- ,- 0- 1"- 10 '- 11'. 0- ,- lO'- ,-:: 18'- '1- te'. .. O. l- ,- '1'- 1'.- 18'. 71'- U" :)0.- I" 1"- I- ,.., - n'- ,. '- ,- '" ,- :11 '- 10" 20' - I. .,- - ,.. o' ,l' - ~- ~O' - ,. I'.'" 10. ,. '" l3 '- 0" 1.'- ,- :l0'- ... ,- 0- 0- , I' - e" 1.'- 10" 1fI"- ,.. ll' " 20 '- It. - 0- , - ,... - 10" , ,'- ,.. 'I '- e"' 1~' - .= :) '- ~- ll'- :!.: PANEL! l?:.~:! ~~~:!Q.:~~!: ...0 o. H. I ;-O~.H. l' 0, H. )' 0, H ... O. H, '00 f'WH ... LOAD i; .:- F 1; .:- ;= i5' :- ~; i6':- e- i; ..:- i' 110 "PH -. LOAD 1 J'- II- I'" - 0' 14' - ~- D'- '" 16' - O. uo rlMf -. LOAD D'. ,. "'- .- I' '- 0- 1"'- 0- 1"- ~. l?,~:! ~~~:!~,Q~'- 100 ""H w. LOAD 17.- 0- 11. - I- n '- O. 18 '- o- J e'- 10- 110 "rH - , LO"-D " '. .- "'. O' 16'- 0" 16'0 ,. 11'. ~. 1)0 "PH -, LO"-D 1".- 0- 14" - 10' I~'. ,- I~.- II" 16.- ,- ,.. . - ,. ll'- ,- :)0'- J I" ,- l!.Q!(2. ![ 1100" f'\AT 8E E"CLO![D WI~ GLASS "IHOO"'! 1" ll4[ fl'T\1R[ 1 T j S -Ji ECO;"'E"DEO -THAT -Tier - ROOF -PAN5 - 8[- 6 ElEhED' rJio,.; --. ~~"~~!~-~9ci6-~r~~-!~~~~.:. ---. ---- -- ------- ---- : ~-'1 L!!!BfU 2! 2H~~ !!1 :!.: [2~ IQT..H ~M!:!!!! !lQIH.... !"~p ,.,,,, poor f\f""": ~1'''.fIl~ .rOJ ^"[J OTlHJl AO.EE/'l EICCLOSl "tA" 81ZE "OTE: rOil PlrA" "l'. 0'" r: ?:~ 1:!~~}: !!Ir'l' P!~~ 11AI1PLI: WIDTH "A. WAU 011I 'L/1l0 I'lM4 . ~' 0'- 0- 6' T'- ...... '7' 6.- ,.. IS' 6'- ,~; l~~g F= IF I J ' ,. - ,.. 12' :"- ]. l:.!_ ~:!2.~22:..r !~L H~._ ,. ". ... 6. e'- II" 7. e' - ).. e. l' '- ,.. ". 7'- ),. 10' "- II" II' 6'- ,.. 1:)' 6 '- 3. l:!_ ~:.LL~.~~ ~ ~! ~q=--~;.!j:.!~ ,. I" - 10" 6. It.- e"' " 10'- 10. e. 10' - I" ". ,. - 6. 10' "- O. II' e' - ,.. 12' "- ,- l:L ~:Lh2~~! ~~:"!~':!.L..- ,. I"... ,.. 6" I J' - 10"' ,. J "- JO- e' .)'- O. " 11.- 3. 10. 10'- e. II. 10.- ]- 12' "- ,. 2.:.L. !.:.L. 0 . 0'0 -. ~! ~ 2 =- ~ ~ ~.:..!.:-- ,. I' '... 10" 6' 16'- 6- ,. 1"- 0" II" 14.- .. ." 1).- ].. 10' I "" ~. II' 1)'- o- Il' 11'- 0" " ,., ,-. 0.0'0.. 0.170" 8....8. -,:-------i';:--i;- 6. 1'.- 10" ,.. 16'- lI. II. l' '- ,.. .. 14' - 6" 10. 1)'- ,.. 11. 13'- '2" I'. 12' - ,. l~, ~:.L~1li:.L ~~: ~~~, ~:.!:..- 6. ,.."- 7. 7' 7"- .... e. '0'.. II" 9' 11' - e- 10' U'- e" II" "'- 10" I]' I' '- ... )"', '"', 0.010.. 0.".... !I.",II. -i;------Ji::--e:-- 6' 76 '- ,.. ,. ,...' - J" ft. ],. - fl. ,. ) 1'- .... 10' lO' - ,- 11' 1"- .... I" 10. - 0- _OTE: FOR SCREEN OJ= y)IItYL 1100'"' 'F'- PUVlOUS &ECTIO' O. GLASS .', TABLE I, ~!!!!!n1!!! iiiii'A[ ;:[lrnl~U" SUPt1l-PA~ PA"ELS "O~-Ha PAT , ~!L!!! P';:;;-SIZr--- -M:iim,M""'irAH8 - OF"'PAN i UiiiiEii LOADS AND 0, H, SPICIFIE u:! n-r o.on .0 O. H. 1.: 0, H, " 0, H. ,. 0, H 4' 0, H 100 "PH-W. LOAD 16':- ;-: 10':- 6" 16':- 10- .,':- .- Ii':- i 1'0 "PH -. LOAD " '- 10" I. .- J,' "'- J- , ~'. 10" 16'. 0 1)0 "PH w, LOAD "'- II- I" '- J- 1"'- ,- ,~'- 0- "'" II l~~:~ l2::! o,oa 100 "PH-. -LoAD 11'- 1I- 19'- O' "'. .- ,0'0 f- '0'- ~ ..l,lJI ~H W, LOAD JT'- J. IT'- ,- 11'- 0- Ie'- 0- Ie'- 0 ..... w. LO"-D 16'- I" 16'- ,. 16'- T- IT'- I. J"- 10 L~:l 11:1 ~~o 19'- 10 If'- 'J L AV JOO "PH _, LOAD 1I- '0'- ,- '0'. ,- ,. '- IJO tlPH -. LOAD 11'- 1I 11'- 0- 11'- ,- 10'- f- 10'- , 1)0 "PH w. LOAD JO'- 10- IT'- O. 11'- ,. IT'- JO- U'- 0 L~:1 I).) 0,036 100 I'IPHW, LOAD " '- ,- " '- 0- " '- II - "'. ,. "'- II c: 110 "PH w. LOAD 19'- 0- 1"- 0- 19'- ,1- 10'- .. " '- 0 1)0 IU'H w. I.O"-D 18'- ,- U'- 6- 11'- 10- "'- J- If'- II F :.!.: PAHEL~ .ll~1:! 2~!.: !!!?2.a. !h l: 2.. !h ~ 2.. H, ~ Q." H ...' O. H. 100 "PH -. LOAD IT'- .- .,.- ,- 1"- 9" 18.- .- ii.:- F 1I0 "PH -. LOAD "'- JO- "'- lI- 10'- ,- 10'- II - 11'- e- ACP no "PH w. LOAD J,'- O. .,'- I- "'- 0- 10'- 1- 1'.- O. .ll~'-r W-JO.03"- o~ DRAY JOO IWH -, LOAD 19'- '" If'- ,- 1"- ,- '0'- 1- lO' " 110 "PH -. LOAD 11'- 0- 11'- T- IT'- 1'- 16'- 0- I'.. ,- no "PH ., I.OAlI 16'- ,- 16'- .- IT'- 0- IT'- T- "'- ,- LWE sP....., rOR ~C"'&&fIili Olf YllllL R()()II'CJ 6, C"'llf"'ORTS USE -,,- _ AS SHOw" ON DJU,....INC5 aE...D SPAN e[LOw vn SPIJI3 OF PAteS UNDER l.OADS AHD O. H. SPECIFIED HDARDS 310)-HI4 OR It)) --H~-- 17-6~-~~- -j'-6~ H. ): ii':-;: ii':.lo; ]. .10'-'. 10'- II'"' .'"' "- .II- 10'- 6- 3' O. H ii':- e- II'.. 10- .11'- ..- ij.~~ ~: 11'. .II- n '. ~" 0" 0" ,. II' - II" 10'- II" 10'- ,,- ,"- ,- 11'- ,- 10' - .IJ- lft'_ ,- 13'.. ,," n'. Il' 1)'- '" I" - )" 11'- 10'"' 0" II" '" 1)'- ,- 11'- I" 10'- '7- 1)'_ tjI'"' 1"'_ tjI'"' 14'.. ,- ." 13' - e'"' n'. ." II'. II" 16'- ,- 16'- I- 1"'- ...- '" O' )" II' )- '" 10" 0' .1"'- ,. I)' - I" 1"- 4- 16'- 4- 14'_ II'"' I' '- J- '" 0' J" 11'- I" 16' - J- 1)"- ..'"' , 1'- 4- ItjI._ tjI'"' 11'- II '"' 10" I' ,- ..'- II' 11'- J" 11'- )' :!: t~~IU t1. 1: 2.. t1. ." 13'- I- ~" 11'-" 10" 11'- 0" I J' - e" 11'- e- ll'- 1- I" '- I'"' I' '- 0" 1)'- ~" ."'- 10'"' 13'- ." "'. 10' 16"- .. 1"- ,,- 14'- 1'"' le'- 0- 16' - ,- J)'- I" JO'- ,- .le'- ,- 11'- '" " 0, H, ii':- F .,'- I" aa'- ,- 13'- ~" 1"- 6- . "- 0" ."'- 10" 1"- 9" 1)'- '" 1"- ,- 1"'- ,- 13'- ." 1"- ,. I" - II'"' 1"'- 10- 18'- ''"' 1"- 1- 16"- "'"' 20'- '" 10'- 0" .1 '- 2- )' O. H ii':-li' 1)'- II" 1)'- ,- I.. '_ ,- 1)'_ ." 1)'_ I" 11"_ I" 16'- 10- 16 '_ ,. "'. )" 1"_ 11- 17 '- '" fl' O. H. i;':-aiF I) '- II' 1"- 6- 0" 0- I' 1"'- .- 13'- 11' 13'- l' 16'- I- . ~'- 0" ..'- ''"' 14'- ,- 1)'- '" 1)'- 0" I~'- J" 14'- 1- 1)'- .- :~t~~iIH~~~.i!i~ii~~~~![~~~ \!! mb!L. I IPAllI POR ICRno OR YlUL ROOII3 , CAAPORTlI 0" J" )" 11'- 11' 11'- )" 1"- ,- ISI '"'...- . AS SHowlI 0": DkA"I"CS READ SPAN 8lLO. "" 'PAJC! OF PANS UNDER LOADS "'liD O. H. a'ICI'llD l! Q! 1C2!!~~ !!!! IU~~ H.QQQ t!! '0'- '" 11'- II' 18'- I- 10 '- )" 11'. '" 16'- ''"' 1"- ,- II'. )" 1"- ..- 0" '" )" ) I'. I" 10'- ,. 11'- '" J)'- 0" ) 1'- )" 20' - ..'"' '" ." I' :JI'- e- 1'9' - 10'"' le'- ,. 2)' - ft- :, '. ~" 2)'- .... 0- 0" 10" ,... - ,.. "'- a" )0'- II" ..... P,uHLS H. -1;- O~-H. i; i, .:- ;; 11- 1""- 0- 2'"' 13' - ...... JI'- ,- s ,. - ,- "'- 7" '1'- n. '0' - I. ..'- I. ,..' - 6'" ". - ... ) 1'- )" 2' O. H. i;':- q: 1"... ''"' 1)'- 9- '1'- 10" '0'- 1- ..'- )" '" - ,,- '0'- ,. I" - ,- ,..'- 10" 22'- ,- ) 1'- ." ]. o. t' i6':- e- I)' - ,. 1....- .'"' )l'. ~- ~Q'. ,- 10 '- 10" 4' o. H. i 7 ":- i: J" - O. I ~.- ,- 0" '" e- .,' - .- .,. - 1- 1"'- 10'" Ie' - 10- 1"- ,- 16'- ''"' ,"- 6. U'- O. I)' - )" I". 0- 16' - ,.. I)'. 11- LOSED Wl~ GLASS ".~OO.S He Tl4E rL'TVAE TMAT. THE. ROOf - ~~!!~ - @~- til:ta~p. f~Q6 --- ~ .i~b!~~ --- !1! II! :!: [Q~ IQT~b !:~!:!1H !l~!'<~ PAorWl J 10~-H)0 r"-;PAHS - 0'" PAHi H, I' O. H, ;-: i6 ':- 6" 0- .....- 11- 1" ,....- .- PAT ! ~!.t.!~ UHDER LOADS AHD 0, H. fi'~I~ f,,~~" 1)'- ,- l~'- 10' 1"-)- I". O' SPECIFIC ... O. H Ii ':- I 16'- . 1)'- II I' 1. 1- o 19'. 0" "'- J- 16'- ,- 10 11 0- 19'- 11' "'. O' 1". O' ~)'- II 31'- 0 ..'- II 7' ]1'. I- 6- IllJ'- e- ~- "'. 6- :!.: ~! ~.. 1.: lL. !L. ,.. 17'- ,.. ,. 1)'- 11- )- "'- 1- IllJ'- ,,- "'- .- 16'. 7- )0'- )" II'. )- I". )" )1'- 11- 19'- 11- "'- 10- 1.: lL. H, "'- 9= "'- )" .1"- 6- 10'- 0" 11'- O' 17'- I" JO'- '" 11'- 0- 17'- 10- n'- '" 20'- 4- 10'- '" 1.: 2.. H 1&'- ;. 16'. II" 16'- J" )0' - ~ 11'- 0 17'. 10 ~I'- 'J 19'- ~ Ie '. . ~ 2. tf..t. 10' - I" 17'- I" .17'- 0'"' 1- ..'- '" I' 11'- 1- ,. 16'- e- 19'- ,- 17-- 11- IT'- 0- )0'- 1- 11'- e' 1"- ,- )0'- 0- 10'. ,- "'- ,- I^8Ll. J; 'M^l. i/.dOr ~[...~ ~p^",s hH.. CAIU'0t41~. ge"'I"."''' \1"-,l.-O\)I1:' - - - -. - McD on-tEfl BCJl.Et:H EflCCL09uRE5 _/ SaLaD ilOOf:l c,OtoJ 1-(0 ALLor I\lAn IIZE JIlOTE: fOR erAte "'t.. 0" DRAWIHG USE _10TH ...../) .O.H. ~:! ~:!q.:..!!2: !!L-! ~!~~ BXAMPL.E: W!QTI{ - 1<4'/1 .. "e '9: -lDTli "A'" 1fAU 011 lL/ll0 I\PH W" L. .100 "PH ". 1.. 110 "'PH w. L" ,. e'- 0" "- ,.. e'- ,- 6' ". 4- e'- ,.. "- ... .,. ,'_ ,.. "- 10. ,.-... e' "- ..- "- ".. ..... .- I~~ lL~~ F= !F ~;= !~; F= If; I)' ,,_,- ,'- ,.. ~'- e" I)' ~'. )" ~'- II" "- )" t:!;~:!2.Q~Q=-I!~!.~~~--.=------------il~i;--------iO~-)=---- 6' e'- II'" 10'- ,. 9'- ,.. " "_ )" 0'_ .- I'. e- e' "_ ,- 1'- II. "- ,- '" "_ )" e'- ,- '7-- S" 10' 6'- II" 15'- 0- "- ,.. 11' 6'- ,.. "- ,- "- II'" I" "_ ,. "- ,.. "- e" 2:L~:LL2..!!ll:LQ ~llQ=- h!h~...._____.____________ ,. ."_ 10" 14'- 10" 1"- 6'"' ,. 11'- ,- 1"- ,.. 1"-"- " 10'- 10. 1"- ... 11--'''' .. 10'- I" 11'- I'"' 10'- e'"' '., "- ... 11'- O. 10'- a" 10' "- 0" 10'- ".. "- ,- II' e'- ,.. 10'- 0" ,'- I" 13' e'- '" t'- .- e'. I- LL ~:L2,j!!!!':L2..! lQ=-~ .':'08, ,. 1)'- ,- 6' 13'- 10" l' 11"- 10" e' a ;"- 0" ,. 11'- )'"' 10' 100- .'"' II' .10'- ,'" IJ' 0'- 0" 2:.L!..:.!-~Lli2:..!~~.e. ~' 17'- 10" 6' 16'- ,.. ,. 1"- 0'" I' 1"'- a" 0' 13'- )" 10' 13'- ,. II' 13'- 0- 13' 11'- 6" 117=-6=--,67=-ii::--- 1"- 0- '4'-'- 1"'_ 10- 1]'- 6" 13'- 10- 13'-'" 13'- O' II'. II. .)'_ 1- 11'- 0- 11'- 10" 10'- ,- 11'_ ,- 10'- ,- "'- I' '- "'- ." "- .4'- .)'- I' '- n'- 0" I- 10- 10- 0" ). e" I" E. ,,!~rl:"{ ~; ~~~~Q!H:.! Q!: f:Q~I rn &EA.I'\ alZE ~EA.I'I ~n:- ,;j" IPfUM- POST S1Z ,-x '.1 '-I' ''"'. )-1 '''X )- J )"1 '-1 '''1 '"I )"X '-I 3'"'1 '-I )"X 30'- 11'- 1"- 16'- I~'. 1""- I)'. 13'- ." 0- '" ,- '" 6" 10" ,. '''1 '"X 0.0)- TILT '''I ,,"'I 0.0'''' TILT '''x .....X 0.0'''''''' I 0.1'- SKI :I-I "-I 0.0""- I 0.1'- arm 2'"'16-10.0.... I 0.1'- erm '''J ''''X 0.0)0" J 0.1'- arm '"I e"1 0.070' x 0,3)- 8rQ1 '''x ,-x 0.010' .. 0.1'- arm ~~H ~" !lAX, Roor ....IA POR ALUllloln\ C, FOR ALL.OWA.IILI I'oor AJl.5.'" USE -AREA" . EIAl1PLE: -.-. l' . . . 12'. .. 0"". ." POST TYP5 ftA..I. AL1.Ow. aoor ......A '01 DES J C": L.OAJ)~ POST HCT POST .....X . ~j;!Q~- !22 ~:L-l.:!2.:.2!2.:-!Q!.b !:q~!!:.:.-__ 1"_ 0" ~,JOO ao : 1"- O. 3,6"0 112 L.!.. l:L !L2!1:..!!!..1: !..2.:L!!!!~Q =- !!n!!~! 7'- ,- ',9603". 12'- 0'" ... .060 203 : L.!..LL ~Q!!!:"lm'l~!!!!!:..-... - --. e'- ''"' 1.100 ..), : 12'- 0'" 4.970 14' ~ L: !.-~:!~:.2~2:"'!S!~bqrl~- --- 11'-10" ..'40 4)) : 16'- 0- 6.120 306 . l:L~: !._2.:.:!~=-M!~_________ 11'-10" 11.9'0 6..8 I: 16'- 0'" 9,1'0 ..." c L.!..L! !L.H1:..T1!!!:..___.____ 1)'- '''' 1'.)00 6" , 16'_ O. 1,000 '00 . ~!_~! !!dl1:..T1!!!:___u_. 1"_ 0- 13,310 116' I: 20'- 0" 11..)0 9'1 U AL1.0T 60'3 T-6 ~ ~ili! iiH .m HH~ H H2~!1~ M~!!!\!!! I!!!Q[ ~!!! POOT lOGS inrr91! !:~t2I!! ~~ W 'H2! UID ill ~!! ~~:.L~Q:L.2~t ~~:-!6~:..!.:----;j~-6=~0:=7-;-- ,. 1"- 10" '0'- ,- al'- ,. ,. 1"- ,.. 1"- 1" 1"-'" ,. 1"- ,. 1"- 10'"' a'"- ,.. 4jI' 1"'- 6" 16'- 10. 1'"- 4" 10' 1)'- ,.. 1"- 11'"' 14'- ,.. 11' 1)'- )- I~'-'- a)'- 10- 1" 1"- 7" 1....- ,- 1)'-'- Z:!j ~:L~m:!-~~~~:-~ 5 ~.:.~-3o-:-:-6=--il~ii:-- '" 14'- ).. "'- II" ",-,.. 7' JJ'- ..... 2'"- 10" :n'-'- e' '0'- al- )..'-)" 11'- O. 9' 1"'- II- 12'- 9- )0'-"'- 10' Ill'.. e'"' 21'-'" )"- ,. II' 1"- 10. 10'-'" 1.'- ,- IJ" 17'- ,.. ."- e- 1"- 0'"' 1.:.!_ !:L~!!.:.L2.:. ~ 1~=-1:. ~~L....-__. _______ - - ------- '" J.'- II- J)'- I" )e'-~- ,. :;lto'- ,- )0'-). )1'_ 7" " '4'_ )- '8'- 0'"' 1).- 7" ft. :;1"- e~ )6.-'" )]'- II- '" :;11'- 24'- e- 21"- ,. 10' )0'- ). ')]"- ~- '1 '- 4- II' 1';'- 1"- "," 20'- ,,- ))' 11'- ,.. 21.- "'- 1'"-'. "OTE: FOJ! SCREEN O~ V uerL Jl.oon fRONT WALL bEAn SEE TAlIL& 4 Of P~'i ,OU! SECT lOR OH GLASS iHJOf1.3. ~QQT!~!! n~~ ~ lli! t2~H~ ~q~!;l!m I'-O'X I '-O'X 1'-0. 1.-....1 1'-.-1 1'-4" 1'-'-1 1'-6-1 2'-0- 1'-1'( 1'-I.X )'-0' 1'-0'( I'-I-X )'-" "-0"1 ,'-O-X 3'-0- ,"-,"1 )'-6"'1 2'-6- ,. 16 16) 117 ,,~ "6 '0) PAE-C,uT SLAII W/ 100 IACe-C1.lT1C , IACU 1......-1 1'-4'"'1 2'-46 111 '.JOTE All $pcn~ onC (C?C~III~ ~ ( cost of uplift tOOJ:. oure 10 ALL l~rO~~ATI(l~ A'II II[lAll.S ,'kOI'rtolTl Uf l.A""Uo;C ~ I. lit tel'C OP 'iSUJ lp' A"''' MAi"oP.t6ol .'lTUt)l/ IS flour \.A~.J,tJ "tTUuUi Mr lit:,. A tu.STfW rlu~ "111'\ .IU'.l.;CP;I; BENNETT 4368 Phone 8. DEVELOPMENT CONSULTANT South Daytona I Fl. 32121-4365 (904) 253-9960 2 2 (LAWRENCE CIVIL ENGINEER PO. 80 x no ACP DRAWN LW8 SHEET OF 20 Mm --1 I ~CfOfC "'OPt" ~___t .', . ;~,':sy~;y:' .-,"" >>./":1":::'1:..,..' q.~ ",." i SLOPE 1 NO r OOT H~G 0-2"/12- Ove-rttonQ vor,es 2 -, F ron. wall beam select L from loble I use"rt."WIZ". 0" I ,., I~ , 3",3" Fluted p~1 mol I ~ ". ,..;t . 12' for l20mph '- ., Ind ~RPORT conneCloOn delol' N. 1 T y;:>'COI pon (s("t! chorts) uS~ "w" to ct pan ror reQlItfed 500n ~ All beoms. Dons and f05teoct"5 0' e Slled lor 120mpn "".ndloodo AlumInum f\eo", L for "~". W/4 . Oh 2",2",004 alum <Y 2",4" 24"a~ pIp 6,6-10,10...... /' meSh /' II;"\. Bolls lor Z ,'I PTP plole '" :yI3. Oyno boll <l' 0 c 0.006 mIl V1SQvene vapor borrter, lND CARPORT nON Allernote UI.II'X shed lrom"'il Z", Z", 0.04 ../I'j,Z.()4 plate anchor wIl/4".2-1~" TOllCon drove pons 0< eQuo:ll6 .eaCh SId'! 01 paS! a'll Z'o c mol .....~1 .. .-;!t:-~i ~ ===.-------! .lTY ROOM POST TO BE#\M DE TAil SLAB D::TAILS ADDRESSING EROSION S"1 ~:cr.. MODERATE SLOPE FOOTING 2"/12" - I', 10' A~hvr WI'" htOc:ler ch ~ " .c ~ Mid soon bf'om .fj seleC1 l from 10ble I ~ use "A",W r ;; ., WOOd I,ame shed 2',4' o c pressure trealed PIN! plot~ oncher to concrete WIth f1q" Oyno bOilS 4' 0 C LOloIl Sir 1613. lOOI! ..... ---i 3'-0" F't"onl woll b~om sele~' L "om loble I use "A". W!2.. 0 h L I ", >> '::.,',':::',',: I ". ". . t(W?~ ::> i . Mn 3 .A3fi:6':(i~~;::':'i :':j / post tw'O'JQ/>::::':-,::,::' :, Blled lo~o~"'::,:,:: '; '..Pos. I'.G. llC. "J~~~;o0l:"~ \: ~::1 '. conc.u.l dtlOd".. ' }:J' typic:ol reCl~'~~~}l:: ,:'; I ......, ...'.....,:,...1. r---wtZ Wt::!'Oh w W DOUBLE CARPORT WITH CENTER POST :3" reCtllr'lnQ Chonnel.. Ol"'.c:hor~ ___I)-no. e..1 SMS pe' foot il _fJ.! I .0 o E f ~ See ChO'J lor rool ponels 2 ,_ coruer beam Z500 PSI concrel< ....Ih 6,6 -IOliOww mesh (NeT 0.006 m.l VIsQuf!"e ;- 2". _ mid !loDon beam see s.mple spon loble I Sheel 2 ~Oe:O,'I';.Z Ty;,'c'Jl 3",3",005",,0$1 {Ii Spoce mOl ----' . I 4" - 3'" 3" I'M' C:Sl i.r T var.es I ; !~ i~ NOTf !"d)tf me"" cor.: dce~ rlQt '('Quirt ~Ir~ m~sn I n. 4 . Por cont STEEP, I [i"erno.e,' "':OO~ Irame shed I Z ,<I OC p"es!<re Anr.t>cY wolh 1t1!0'e<3 p... pIale heOde, Ch I orct'c<'O CO"<: wI 1'14 - Oyn()l)OItS <I' I " oc upI,ft Sir. 1613 'I . IlnIlS F'onl wall ~om --n\ u selecl L frorn '/' ~ loble I u,e ../.... WIZ' 0 h i ';;~ ~ M<dsoon teom !' ' ~ se"~!..L f,om lollle I i E/useA'w i r Shodl"9 Type II ~:: I See Tallie <I ~ ., Shod 'nil Type I Denotes erlenor pasl rool orea see Table <I II ,. I /. Corfle, oeo m select./ ! t Irom 'ob'e I use 'I ,.' . "A-. 012 M.d beam seleCI -.J ;:::::::::::::::'.::,: :::::':'1 "!;1m lot'le I use !r-:":'::-:::::::'; :::',':' I :~,: Type .--jtpf1f<NN ,W\~ '. ~ S.e Tallie 4 i VI '.F W/Z'oh oh W Wn w lJ\.iJ8LE CARPORT WiTHe)."IT CENTER POST II ,I", _ mId span ~om see SIfTlple span / ."ble I sheel 2 ~ -==--~ 3",3-,005" POS! 'I II See Oeloll W 2 il;, Space lI'Ot -/ I " I [4 See foo'''''; oe!".1 -~1' 3" rtcelV1nO ChQrv'\el .J"lChOr w/3 - n.8.1" ~=-~e' 1001 E'i 2 5te chon for roof po~l~ Zo,,,_ COHler Deom C;-' ~ ~500 PSI concrete "../ 6.6' IC'.IO",..w m~<r.f"I ove~ 0 00S mil vlSQveroe or f.ber ~Sh " .. i--' vOrles SECTION THROUGH CARPORT / DOL OR SINGLE WOOD PLATE S~ connecllon deloll. SECTION TH~OUGH CAF-P,JRT Notes I. AnChor POf"lS 10 header Ch ""th 3 n.. 10 ,IIZ" SMS w.th "...:osher and neoprene seal II of recervl"O ch 2 Ancho< Pa'lS to roof beams w.th 3 n.. 10 ,1/2"SMS wi I h _ashe,. and neoprene seol If 01 beam ~. AnChor column 10 ~~~,::r~~~/~9:r3. Oyna ' bolls. 4. Anchor column 10 llose pIa Ie with I -1/4.55 lloll ., E o .c ~ c .. M W ~ '~ Z", Bcom Qr'C/lor ~~ .~I~d,\ ":':~~ '~SMS 3/16" TUERXN. PLY SIDING OR &0. Z",4" PTP l!lole 3/8",4-,/2" Oyno.llOll s SECTION THROUGH UTILITY ROOM .. 2500 ~i cone wofh 2 no.5 OOrs coni NOTE'Sell :ODP'''Il he. heed sere...s occeolob;e 011 IOf SMS/.."Sh liS" , Z. I/Z- 0' 3" '011 formed recel\,o.nQ ctl anChOred 10 molllle ..Ih 2 n. 10.. 1-314 "SMS W'i','h washers ."to Iru!s Mts on~ n. 10.. 3/<1"SMS between truss bullS nl 12" o c AnChor ro'" to ch::rlner wll., 1\0 LO, I/Z "SMS ()1 6 oc ond lap of pan "doe See Sheel Z 10' 101lles C()l"'\"OCIO' Sholl vt!rofy tl'\e construe- "on~ of 'he mC"lHIe- home os 10 l'e anoched 10 OETt.IL r,:- I CONNECTION TO EXISTING MOBILE HorAE · Po...ed cone IS( It NorE LAVv CIVIL PO ACP DRAWl LWB :;SION NOTf <,0., m.," con: do.' "01 fe~u'(~ ""1ft mCSn !Qr c.ont , Anr.hot with heoOer eh AII.rnOle,1 Waa.1 frame shed I Z'.'foe pres~n IteOled pont plale Or<:l'cw 10 CO'1C wI 1/4- OynGoons 4' .! OC upI,II sl(. 1613 I, c 1lY.llls ; ~ :: Front woU beam CoI setect L trOln E IOble I use .."... W/2 ' a h 2 !t MoClsporl toeom ! I ~:-~,~..; ~om loble I ~ Shad In() Type II ." See Table .; .. ~ ~ Cl > I I . :: I . l-h-I' Shad'"Q , i:l' I ~tes I 1':: ,e.le"or " pas I rool . '; oreo $e'e . ': ToOle 4 U1"., , rli . I :J.L >----i ~'-O' i~ .~ , " I A """:' Corroer Oeom select./ I . !rO"m 'ob'el ..se II ::.... . A '012 ........ I . '. .' . -:... ::.... ....."... .'. ...' ~ ..... M,O Deom selecl --j ;.....:.. .:......~. ..'.;"~l ! ::.:~;y~:sel ---if4.2fut)) 3i~~~J. :. ~ S~ Table 4 ~ VI w i f' W/Z'oh oh wn W )ST [A;JBLE CARPORT WiTHOUT CENTER POST d ~on e spen 3" recelVft'lO enomel 2". ~ mid span J'lChOr ..../3. n. 8"." beam see Simple span SMS pe' 1001 / laDle I .heel 2 ~==---.~. See cha,' for foof ~ 1>0",,152-, _ --. 3"..3"':0~~~) carr .er oeom II See Delo,1 ro;' 2 i.p ~500 PSI concrete."./ S;:.oce 1001 -, 6.6 IC'aIO"",'w m~~h I .. (IV'" 000'; m.lv.loQuerot 'I, [4 See foo'''''; Oel;),1 or flbet ~!>>h ": _ 1 r y:"c'Jl r 11 ~L4" r ~ EI o .c .. ~I C" ~ .~ .. ~ r-- VO(I~S SECT/Of-J THROUGH ellF-PORT E WOOD PLhTE connection L 118",2-112"0,3" rOll formed rece.,,'.og ct. onCflO(ed to mobile w,lh 2 n. 10. 1-3/....SMS With wasner S 1010 .,u~s t~lt$ and n.IOI 3/4"SMS bet ween h U~$ bulls nl .2" Q C Anchor pa'I" 10 ChQ'lt'\el wlltl no LO. 1/2 "SMS at 6 0 C and lap of pon f1dQe . NOTE, Sell :OIlP'n() he. heed SCft~"'S occeolob;e 011 Ivr SM5,,,,.,sn Beom an:hor )dS:'I~~)SMS Se. sheer 2 10' laDies , TUKR.KAL, ConlrOC '0' ~DING OR EO. s"oll.e..!y PTP plate 'I'\e' eon$lrU':- .4-1/2- 1,ons of the .DOIIS mC't.llle home 1$ to f\e onOChe'3 10 ~ r~~~~~I'n OETt.IL t.:- I CONNECTION TO EXISTING MOBILE Hor"'E · OM ~1 Poured CO"C~ 10 ~% L ISOLATED FOOTING 241. I 4"_T I 1-3".3" Ilu'ed p(.St 5/8". ~ 112" Boll 80 Ib 2500 Soncrele .3 " .3" 6ese 16 " PRECAST PAD 8 SACKRETE . NOTE C~n!'O:tOf ~holl provld~ v.?rd.CC1IO'" II....:;~ tne nost stru:lure Ij, slructurOIl, ,:o......;>orObl~ ,.., :rl( struC,.."e s,."own (l.iO(\lle not':\e Or con..en- t.onol .:onSlru.;:honol) LAWRENCE E. .t.1 L 1''''lli<~"rlll'' .10:.11 1Jf.1AI1'" ... ""ul't."T' ut l.",...n ...:"r [ Ili.:'""~ (I" lloSf,lJ 1:0. "'...\ !"I:"I.-..r~ "I HH.lI""! JS hOT \,A1.1I1 "1-;lI11l,;T Mr IH.h:" A t'1AS1"" .: i l 'ill"j III i (I!oI; 11''''. BENNETT CIVIL ENGINEER 8 PO Box 4368 Phone no DEVELOPiv1ENT CONSUL.TANT Souih Daytona I F'I 32121-<;'368 (904) 253-9960 ACP DRAWN LWB SHEET OF 2