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Home My WebLink About95-5417 BUILDING PERMIT -- CITY OF ZEPHYRHILLS Permit N! (813) 788-6611 7~5~17~ Date / / -r2l{--y ~- ~ Property Owne, '-&~~~~ Job Address: 6...5 __ _ _ h!J-Tc;. c.t:7 Parcell.D. # f'-;26' d../ - oocl.o .... () ,.9 CJ c) - /) /') ~ :J-- Rad~n Gas: /;: ~4 ./.JL;;:. ~ ~_~.A d-Z;.-' ELECTRICAL PLUMBING MECHANICAL Sewer Conn Water Conn: Water Meter: T.I.F.'s: Zoning: -z Energy Code: Description of Work '- .A "0 A--l .A~ - NO OCCUPANCY BEFORE C.O. FINAL C.O. DATE Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. Inspector ~ DATE IJIL permj~ Signat 0 -f) Comp y Address Telephone# Valuation or h Contract Price ~ / (J-lJ . 0-0 City License Registration # / c2'? b State Certified License# y'~/ BUILDING ELECTRICAL PLUMBING MECHANICAL Ftr. Pre SLB Lintel FRM. Insul. CL WL Tp.Serv. Rough In Meter Can Const. Pole Pool Pre-Meter Final SLB Tub Set Water Sewer Final Breakers Ducts Insl. Compressor Final Driveway REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($15.00) shall be made for each trip for each trade: a. Wrong Address b. Condemned work resulting from faulty construction. c. Repairs or corrections not made when inspection called. d. Work not ready for inspection when called. e. Permit not posted on job site. f. Plans not at job site. g. Work not accessible. The payment of inspection fees shall be made before any further permits will be issued to the person owning same. OWNER'S ~Nl APPLICATION FOR PERMIT CITY OF ZEPHYRHILLS BUI DEPARTMENT (J~ Wt1''ls'" PHON~I s- a()S~ JOB ADDRESS LEGAL DESCRIPTION: LOT(S) BLOCK SUBDIVISION PARCEL I.D.fO~-~ f0( - Ooc;()- ~ COA Q. (OBTAIN FROM PROPERTY TAX NOTICE) WORK PROPOSED:_New Construction v"Addition ---Alteration _Repair _Install _Sign --1Iove _Deaolish PROPOSED USE: _Single FUlily _KIF _' of Units _K/B _eo..ercial _Indust. _Swia. Pool _Other ____lestaurant & Health Depar~roval DESCRIPTION OF WORK:M~ng cYA~ 1.11 rS)(y) <(o BUILDING SIZE: ~x 7.~ Square Feet, Beight Qtr tt~ &JflCA.it.Q RESIDENTIAL: COMMERCIAL : ATTACH (2) PLOT PLANS &: (2) SETS OF BUILDING PLANS &: (1) SET ENERGY FORMS. ATTACH (3) SETS OF BUILDING PLANS &: (1) SET ENERGY FORKS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. PERMITS REOUESTED _BUILDING $~7['i)~ Valuation of Total Construction _ELECTRICAL AKP Service Florida Power Corp. W.R.E.C. _MECllAllIGAL $ Valuation of Mechanical Installation _PLUMBING GAS ROOFING SPECIALTY TYPE OF CONSTRUCTION: _Block _Fraae _Steel Other FINISHED FLOOR ELEVATIONS: FT. IS PROJECT IN FLOOD ZONE AREA? YES NO .......................................... COfITRA=ABY SEC:rl~ ()(. J Coo ~tVi tM- State Cert. or Regist. f ity License Registration' ,~ .... ................*****.*. ELECTRICIAN COMPANY State Cert. or Regist. # SianAture City License Registration , ........*.*...***.*.*.*.*....*...********* PLUKBER. COMPANY State Cert. or Regist. . Signature City License Registration , .*.......********************************. MECHANICAL COMPANY State Cert. or Regist. t Signature City License Registration f **..*..*...*.*******..**..*..*.*********** OTRRR COMPANY State Cert. or Regist. , Signature City License Registration , .*.*..*..***.*****.*****.*.*.**.*******.*. APPLICATION APPROVED BY PERMIT OFFICER. CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS The undersigned understands that this perait laY be subject to 'deed restrictions" wbich laY be lOre restrictive than City regulations. fbe undersigned assUles responsibility for cOlpliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES, If tbe owner bas bired a contractor or contractors to undertake work, they lay be required to be licensed in accordance ~th state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor laY be cited for a lisdl!leanor violation under state law. If the owner or intended contractor are uncertain as to wbat licensing regoirl!lents lay apply for the intended work, they are advised to contact the City of Zephyrbills Building Departlent, (813) 788-6611. FurtberlOre, if the owner has bired a contractor or contractors, be is advised to bave the contractor(s) sign portions of the "Contractor Sections" of this application for wbich they will be responsible. If you, as the owner sign as the contractor, you are indicating that you, ratber tban the contractor, are responsible for the work. If the contractor wisbes you to sign as contractor that laY be an indication that be is not properly licensed and is not entitled to peraitting privileges in the City of Zephyrbills. 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 - HOIeOIIJler's Protection Guide" prepared by the Florida DepartJent of Agriculture and ConsllleI' Affairs. If the applicant is sOJleOne other than the "owner", I certify that I bave obtained a copy of the above described docUJellt and prOlise in good faith to deliver it to the "owner" prior to cOllellcl!lent. E. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the inforaation in this application is accurate and that all work will be done in cOlpliance with all applicable laws regulating construction, zoning, and land developleJlt. Application is bereby Jade to obtain a perlit to do work and installation as indicated. I certify that no work or installation has cOlleDced prior to issuance of a perait and that all work will be perfoIled to Jeet standards of all laws regulating construction, City codes, zoning regulations, and land developlent regulations in the jurisdiction. I also certify that I understand that the regulations of other governaental agenCies JaY apply to the intended work, and that it is IY responsibility to identify wbat actions I lust take to be in COIpliance. Such agencies include but are not lilited to: t DepartJent of EnviroDJeDtal Regulation - Cypress Baybeads, Wetland Areas and EnviroDleDtally Sensitive Lands, Water/Wastewater freablent t Southwest Florida Water HanageJeDt District - Wells, Cypress Baybeads, Wetland Areas, Altering Watercourses t Aray Corps of Engineers - Seawalls, Docks, Navigable Waterways t Deparblent of Health & Rebabilitative Services, EnvirOllll!lltal Health Unit - Wells, Wastewater freablent, Septic fanks t US EnvirODJeDtal Protection Agency - Asbestos abateJeDt I also certify that, if fill laterial is to be used in Flood ZOne "AI or "A,etc.", it is understood that a drainage plan addressing a uCQlpensating volDle" will be sublitted wbicb is prepared by a professional engineer registered in the State of Florida prior to perlit issuance. A perlit issued sball be construed to be a license to proceed 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 petlit issued shall beCOle invalid unless tbe work authorized by sucb perait is cOllBnced within six IOnths of issuance, or if work authorized by the perait is suspended or abandoned for a period of six IOnths after the tDe the work is COIIenced. One 90 day extension of tDe, JaY be allowed for the perJit with fee charge of $15.00. !be extension sball be requested in writing to the Building Official. An approved inspection lUst be logged during each six IODth period, or the project will be considered abandoned. WARlHNG TO OWNER: YOUR FAILURE !O RECORD A NO'I'ICE OF COMMENCEMEIft' HAY RESUL! IN YOUR PAYING !VICE FOR IMPROVEHmS !O YOUR PROPERfY. IF YOU IIft'EHD !O OB!Allf FllfAlfCllfG, CONSUL! NUB YOUR LEHDIR OR AIf AftORDY BEFORE RECORDllfG YOUR IfO'flCE OF NC . JOBS UNDER $2,500 IN DO NO'I' NEED TO RECORD AIfD POS! A "NO! OF COMMBIfCEHBIft'''. STATE OF FLORIDA ':0 COOIft'Y OF T A s Q, 0 The foregoing instrument was acknowledged before me thi.~ <9.) , 19 9~ by yo I1A A <- who is personally known to e or who has produced K I\J" w 1\ as identification and who did/did ta an 0 S!AD: OF FLORIDA () COUN'fY OF iA S <LO The foregoing "nstrument was acknowledged before me this ~7, 19~5- by tVA wHo is personally known who has produced J ~ 0 w Ai as identifica "on and who did/did not an LINDA JEANNETTE NEWSOME MY COMMISSION' CC 482467 EXPIRES: July 20. 1999 Bonded TlIR1 Nolary PublIc UndeIwIItIII "'l'iA\~,, LINDA JEANNETTE NEWSOME ,~'" :'>1!- i.i ~:. MY COMMISSION' CC 482467 ~ . - EXPIRES: July 20. 1999 ". Bonded ThnI Nolary PublIc UncIeIwIll8ra ~ J I'; r~ --.....~'_..,.WtotM,--..-.......__""'......._,_,..................._,.,.._......'H,.,.....""". , ( I i ~ I I 1 , "'~""""'._-""""---""'~'''''''' ..............-......."....."'''. ~.r.,_-_, 11 Lt Ii II " ~I f' ~....' 1,1 ~...t. ~! 1,,1 i..i. I ~ I' h ~; set of COnstruction plans ~ been submitted and appronf ~l m'd-/%'t PHONE i i 1'1 I i .~, . ~ilW:r 08k~ PERMI'l'TING APPROVAL FORM POR SILVER OAKS CITY OP ZEPHYRHILLS BUILDING DEPARTMENr TO Whom it May Concern: Please be advised that the full including site or plot plan has by the D.R.C. committee for: ~I .r.:/J1'K._.C BUILDER 1~l.D ~C7DN LBL~ L STATE ~9 ZIP _ ~J M;sS- ~.tt Loc:&l&LC ~~Iil OWNER NAME tl . If I, //-9- ~ 1; :;:OVBD ~ I im I I, FOR: ~1IC/ "1&. ~ ~ c;ItJP. LOT # PHASE II - fI- tpr- DATE SUBMI'.l'PED APPROVED BY: ~~ . .'.....'......".....-...,."'..,......,.".....,..................",...........' , ; fjjl ._~".."....._'~,..."'. '\ ; I f I I I < i I I I I f I I I I f , I 1 I I t 'i. j I f I j j , 1 i ,,,/ Proverbs 22: t g: ~ 'j ~i If; ~ :ii: ;f; ift 't lIrnpnsal/ GIautrad Uj 0 AlUM'nu.a. 601 i Gall Blvd. ZephyrhJlrs, Fl33541 (813) 782-7497 1-800-308-8274 Beeper I'HOIfi! 813-715-0352 Pace No. of Pales OIIOSAI.. SUBllmtD 'n) j , , Lucille Ca' ~lson 1 6555 Brent;'ood Drive 1M1'I 11-17-95 Zephyrhilli: Fla. TTSN1'IQN: Silver Oaks lOa LOC:AbON 33541 We hereby SUbfn&t 1GKr. IfOQS and ntinlM.. 'or. '~ i~ VoId const:';uction to do the following work: build scri~n room on existing concrete I. 37 Ii ft f:,,1reen walls (one door) matching brick kick plate wit ';bronze ext. .!j jl., bronze ro~x 23x7.5 with matching gutter, fascia, and down . ~so with insluated panels t Price incfudes all material, labor and building permit ):lJ:,lAL<-.~ BI\.v ~tY\ CE^flE~~~ ,~ Iii ~ ; L j~ ,~ ;11 ,!j ij{; 1M 'r t~~ 1~ O"i .r~~ CJ<(- - ()0.20 :J.. spouts ~~ ..-rfJ t c.., J~SI fl)f- ~ hereby to furnish material and labor - complete in ~ with .tlcMt nd Seven Hundred and nO{100 . &. for the sum Of: ........_ltIooIt. M_""-,,-,,,__ ,._ - ---.. Aa)r ......... ... -.... ..... _..... ~ - .. --- ... -........... _ wilI___ Ii.... ......--. M .8111 ..._ _ i' .... _ ..,..... IICClolIIMlI 0# ...,. ~ -, 0... .. ~ ... ___..... ..... -.., __._. Hoar. 51lR1PGSl11 ..., be Our --- -.... ~ _......... c:.iml&~ w..... 1__ wit...... ~ lIS if not KQIIPIed within )If -- ). if! Arr~:S"'nf JrDPDsal-n. --- prien. specificaCions and CIIJ1ditiona are i - . fadoty and _ ....., Mc:epted. YCIII aN autMrind ......... to do 1M work AI .1; "fMG. Pa}'mMl wiD lie .... as outlined abcwe. Oat. Of SiaNbn ~ J , ../" lM.~Jl\eCar (~d) 0 i\ver ' (o~'dS.b(mtu)cx:d i . 'Ott-~~ -OO;;20-<Xxxx:l-ooA-'iX J i , . 30' ~~ .". C- n ' (I) ! ~ ~ l<<1..e '-tc (3e ~ '='~~'~?~f!';; t 8J('z~ ., .;. .'r~<d. , , , .. ..~_., ~. . , r~::,"..'. , . .. .... -. .... -- -.', ...... - -. .-. ~ Xlfo .' () . :;r.. (, } ;- , ~ ~ ~. , ; VJ- .~.. ; [ ~ . .~.'\.:.' r .:~ ,': . ,; ~ : . ; L ";' ~.; -'. :' j" : ..~;~~ " ~ t- ~ ,.}. , - ~. .. ' ~'; . '.'i.( -n if ~~.' i... '. , ; ~ ~ t." . ...... " '." .. ~- h ',':. ~,t L' ;'! " ~ ; n i; . ! ~h .~. LfO-.~ ','. ,~; . Jt ;<:: ~' : t:' ~. .~ ,. - .!.... > '. ~ .,' -. . .. . ~f iJ; . .l. t o '- - i ili (jJ x ....:) ... ~ 1 ' . ~ 'J II~~ :zIt,. 1~~ !i~~ 1 : ~ : rJ .~ f I I Ii. '0 tJ j'l -f:: -I: ~ J ~ C ~ / j.1 ~ 1'j \ ~ ~ ! t t.. /, ~ t I' 1\ ,1 ,.... '-. . . i ~ i" "'\ ;~ .--. 1 .'1 -;1 j i i /, ~ ~ 1:1 j\ ...... ,,,- ll' r ~ ;j ~ ! ' ~ 0" 1, ! I ~ ;:; H ~ ~. I ~ 11 "\ i'l '" ~ !J 11 Ii } 1:1 ,/. h H f\ " ~ I-f ~ i j .~ ~l 1M ~ I:f j) i I Ct\ . . 11 'j i I i I, I; II I; f I j ;!J . K' I~ j~ 11 ... . I~ " III !'- Ir- I. i ~ H ii JJ :~ 'I i dj lrJ ~t 1'; T .~ f !'i It H .. I~ I~ ., i~ i,i ~ U1 Cil I~ Yv'" -------.....~_._- .'- . ... ..... - . c \ :/"" ~ c 1 "'-1- ..r ~,... . .~ " '-. :;...~~-=._---.:::.:.:..=::::::.: .....- - ~ ~ " ... '\ ~ 1 j - = /.(-" . -1/.- I''!.'' - .-. - -l-.~ ~~W ~ \ . ..., () (,') -l;,~ t \, t', .....,. \ -- oI\~, ~~ n ". ~ -.... , ~. b~' .... - ......... \II t- '-L ~ V\ "\ ~ ()\ .)(J ~ t t ~ P' ~ ~ ~. f\ . . .., so (jJ , 11'1' .c:. ~ I .... I' ..... !" , ._~-~ r--c_ - ..---- u~ : :l "'\ ') ~, , Ql, 11f( ~ I I fi 1 1 ! 'f" ,;: ;$~ i~ I II "'1 J' fl. Ii 1 ". .; 1 ' I . ~ L .. .,., ~. . ~ ..t ..J t..! ct, :t.: '-". ~ -:. \f\ &- ~j,! j' ~ ; ~ l~ ~ 1 ~ d r :>' 3 ( ~-~ , " 'tC ,~, :r-' t'i - - . . . 1. . ..... .- ~ 3 i. I.. :18 <( II) )( "" / . 'l '0 "- " . ta.o ~ ---~_._._- .~ ATTACHED ALUMINUM COVERS I MAX. ROOF BEAM SPANS FOR CA~-PORTS, SCREEN & VINYL ROOMS ': OTHER OPEN STRUCTURES WI SOUD ROOFS 6063 T -6 ALLOY EXAMPLE: FOR SPAN "L" ON DRAWING USE LOAD WIDTH = "W"/2 + O.H. 2"x 4"x 0.050" TILT BEAM: LOAD WIDTH = 14'/2 + 2'O.H. = g' LOAD WITH = g'; LL. @ 22#/SF BEAM SPAN = 7'- 3" BEAM SIZE BEAM SPAN FOR DESIGNATED LOADS BEAM LIVE LOAD WIND LOAD LOAD WIDTH 22#/SF 32#/SF 100 MPH 110 MPH 2"x 3"xO.OSO" TILT BEAM OR 2"x 3"xO.OSO" EXTRUSION 5' 8'- 1" 6'- 7" 9'- 0" 6' 7'- 4" 6'- a" 8'- 3" 7' 6'-10" 5'- 6" 7'- 6" 8' 6'- 5" 5'- 2" 7'- 2" g' 6'- A" 4'-11" 6'- g" la' S'= 8" 4'- 8" 6'- 5" 11' 5'- 5" 4'- 5" 6'- 1" 12' _.5'- 2" 4'- 3" 5'-10" 2"x 4"x o.OSO"x TILT BEAM . 5' 9'- 9" 6' 8'-11" 7' 8'- 3" 8' 7'- 9" g' EXAMPLE 7' - 3" la' 6'-11" 11' 6'- 7" 12' 6'- ,3" 2"x 4"x 0.044"x 0.120" S.M.B. 5' 12'-10" 10'- 5" 6' 11'- 8" 9'- 6" 7' 10'-10" 8'-10" 8' 10'- 1" 8'- 3" g' g'- 6" 7'- g" 10' 9'- 1" 7'- 5" 11' 8' - 8" 7' - a" 12' 8'- 3" 6'- g" 2"x 5"x 0.050"x 0.120" S.MB. 5' 15'- 2" 12'- 4" 6' 13'-10" 11'- J" 7' ~ 12'-10.' 10'- 5" 8' 12'- 0" 9'- 9" g' 11'- 3" 9'- 2" 10' 10'- 8" 8'- g" 11' 10'- 3" 8'- 4" 12' 9'- g" 8'- 8" TABLE 2: 8'- 0" 7'- 3" 6'- 9" 6'- 3" 5'-11" 5'- 7" 5'- 4" 5'- 0" 1 0' -11" 10'- A" 9'- 3" 8'- 8" 8'- 1" 7'- 9" 7'- 4" 7'- 0" 14'- 4" 13'- I" 12'- 1" 11'- 4" 10'- 8" 10'- 1" g'- 8" 9'- 3" 16'-11" 15'- 6" 14'- 4" 13'- 5" 12'- 8" 12'_ A" 11'- 5" 10' - 11" 8'- 1" 7'- 4" 6'-10" 6'- 5" 6'~ 0" 5'- 8" 5'- 5" 5'- 2" 9'- g" 8'-11" 8'- .3" 7'- g" 7'- .3" 6'..-1'" 6'- 7" 6'- 3" 12'-10" 11' - 8" 10'-10" 10' - 1" 9'- 6" g'- 1" 8'- 8" 8'- 3" lS'- 2" 13'-10" 12'-10" 12'- a" 11 '- 3" 10'- 8" 10'- 3" 9'- 9" .~D ; , i j ~ 120 ~ PH t ;tf 7'- 5"": 6'- 9'.: 6'- 3"~i S'-lO"tJ1 5' 6,,~i - ,t 5'- 2"1 s'- a" 4'- g"t, ~ ! ----i ~___ 8'-11" ~; 8'-. 1" ~! 7' - 6111 7' - o,{f; , ~' 6'- 8",; 6' - ~"[! 6' - -O"~ 5, g"Il,' -- ~; -L_ 11'- j" ~1 ~" 10'-- 8" ',: 9'-11" ;':1 g'- j" iF log B'- 8"~: 8'- j"l> . 5'-lO"r; , }'- 6'1; 13'-10'+- 1 2' - 8': ~ 11' 8" ~~ .- 1; 1 0' -11" !~. 10'- 4" f::,' , ! 9'- 9"!! g' 4" ri - W 8'-11"ID m',: ~ , , , '1 ~, !i , , (b&:JWU'@(]i)@@ [3., ~@ij~ ~oC30 CIVIL ENGINEER AND DEVELOPMENT CONSULTANT p_O. BOX 4368 S. DAYTONA, FLORIDA 32121 -4368 PHONE: (904) 767-4174 FAX: (904) 767-6556 @ COPYRIGHT. 1995 Nor 10 BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PEr~MISSION FROM LAWRENCE E. BENNETT, P.E. -50- i? i' t, .j, ." SE rON; 3 PA f: 10";'13 . , .f I it ft ili f!; TOP OF GRADE ~ ~ .~, .3".><3" FLUTED POST ,iI WRAPPED WI FELT fPER .3/8"x3 1 /2" BOLT ~ I.. 80 LB. 2500 PSI , CONCRETE PRE-MIX ~i ,:~!,' ~l! ;",; ~i ~f1 ALUMINUM CONVENTIONAL CONSTRUCTION ~; PORCH POST CONNECTION W "I POST IN CONCRETE ~i W/ #4 OIA. BAR ~i 12" LONG fk ~f; ~ POURED CONCRETE ~ ~M a, REFER TO TABLE 5 ~; (PAGE 12--1.3) ~! h:1 if; :l. :1, 'I l' t~i 'f Ii: iL; ~! ADORESSJNG EROSION ~i fl: r #4 .IAR CONT. A iT ACHED ALUMINUM COVERS -.r C'l ~, ...' .-', ". ':a' 3" x.3" BASE j 16" J E j L :y t ~ ISOLA TED rOOTING .3 REQUIRED EXCEPT WHEN MIN. 2500 PSI CONC. w/ 6x6-10xlO W.W. MESH OR FIBER MESH TYPICAL 1 -/I5..BAf/., CON T. I; ; , ~ , ' ; ~ NOTE: FIBER MESH CONCRETE DOEs NOT' REOUIRED WIRE UESH FLA T SLOPE / NO FOOTING MODERA TE SLOPE FOOTING STEEP o - 2"/12" 2"/12" _ 1'-10' SLAB DETAILS ADDRESSING EROSION lb&lW(j'@fii)@@ ~ ~ili1g [;:>cf30 CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P.O. BOX 4368 S. DAYTONA. FLORIDA J2121-4368 PHONE: (904) 767-4774 FAX; (904) 767-6556 @ COPYRIGHT. 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WlTHOUT WRITTEN PERMISSION FROM LAWRENCE E. SENNETT, P.E. -;;45- ! ! . , J: ~: !J; .I! :i S TION: 3 H P bE: 5-13 " , ,i .. .. " ..A. Tr ACHED ALUMINUM COVERS ! '.. .. , . , TABLE 1 : MAXIMUM SPANS fOR STANDARD ROOF , ALUMINUM PANELS OF ~ J 3105 H-14 OR H-2S ALLOY ! WINO LOADS: CARPORTS, SCREEN ROOMS, AND OTHER OPEN BUILDINGS i ; . O.H. CONDITION NO O. H. I' O. H 2' O. H. 3' O. H. 1-1/4")(_0.026" - - , 100 MPH W. L. 7'- 2'; 7'- 5" 8'- 2" --- . ~ 110 MPH W. l. 6'- S" 6'- 8" 7'- 6" --- , 120 MPH W. L. 5'-10" 6'- 2" 7'- 1 .. r' --- fi 1-1/4"x_o.0.3.2~ f !. 100 MPH W. L- 8'- S" 8'- 8" g'- 3" --- , 110 MPH W. L. 7'- 6" 7'- g" 8'- 6" --- 'f 120 MPH W. L. 6'-10" 7'- 1" 7'-11" .i --- 1-3/4"X_O,026" ~ ; - 100 MPH W. L. 7'- 5" 7'- 7" 8'- 5" --- f( 110 MPH W. l. 6'- 8" 6'-11" 7'- g" --- . ~-' 120 MPH W. l. 6'- 1 " 6'- 4" 7'- 3" :~ --- , 1-3/4"x_0.032" _ , , I. ; 100 MPH W, L. 8'- g" g'- 0" 9'- 7" --- .. 110 MPH W. L. 7'-10" 8'- 1 " 8'- g" -, .il --- 120 MPH W. L. 7'- 1 .. 7'- 5" 8'- 2" --- r; 3"x_O.02S" - J' ~ - 100 MPH W. l. 13'- 1" 13'- 3" 13'- 8" 14'- 5" , .110 MPH 11' - g" 11' -11" 12'- 5" 13'- 2" ; . W. L. i! . ~ 120 MPH W. L. 10'- 8" 10'-11" 11'- 5" 12'- ,3" ,3"x_0.032" W 100 MPH W. L. 15'- 6" 15'- 8" 16'- 0" 16'- 7" ~ ., 110 MPH W. L. 13'-10" 14' - 0" 14'- 5" 15'- I" " . . 120 MPH W. L. 12'- 8" 12'-10" 13'- 3" 14'- 4" if LIVE LOAD; ALL BUILDING TYPES ~. O.H. CONDITION NO O. H. " O. H. 2' O. H. 3' O. H. ;.. . , 1-1/4"x,-0.026" 8'- -- i~ 20 #/SF L. L. 7'- 0" 7'- 3" 1" --- ,]0 #/SF L. L 5'-- 9" 6'- 1 " 7'- 0" --- if ',' 1-1/4"x_0.032" .f 20 #/SF L. l. 8'- 3" 8'- 6M g'- 2" --- !r. 30 #/SF l. L. 6'- g" 7'- 0" 7'-10" --- 1-3/4"x_0.026" m 20 #/SF L. L. 7'- 4" 7'- 7" 8'- 4" --- N 30 #/SF L. L. 6'- 0" 6'- 4" 7'-11 " --- c./ 1-3/4"x_O.032" - ,~ 20 #/SF L. L. 8'- 7" 8'-10" 9'- 6" t --- " 30 #/SF L. L. 7'- A" 7'- 4" 8'- 1" --- Ii }"x_0.026" ti 20 #/SF L. L. 13'- 3" 13'- 4" 13'-10" 14'- 6" I ~ 30 #/SF l. L. 10'- 9" 11'- 0" 1"- 6" 12'- 4" ., 3"x_0.032" 1 20 #/SF L. L. 15'- 1 .. 15'- 2" 15'- 7" 16'- 2" 30 #/SF l. L. 12'- 3" 12'- 5" 12'-11" 13'- 8" i ! , - , 1. TOTAL ROOF PANEL WIDTH = ROOM WIDTH PLUS WALL WI D TH PLUS OVERHAN( .. 2. THE SM ALLES T VALUE OF THE WINO LOAD TABLE OR THE l.L TABLE GOVERN @@OOOD@iIDg ! [b&}WD'@ffi)@@ l3a fP& l ~ CIVIL ENGINEER AND DEVELOPMENT CONSULTANT ~ ! P.O. BOx 4J6a S. DAYTONA. FLORIDA 32121-4368 ~ PHONE, (904) 767-4774 FAX: (904) 767-6:556 . ~ SEe . ioN: 3 @ COPYRIGH T. 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WI THaUT WRITTEN PE:RMISSION FROM LAWRENCE E. BENNETT. P.E. PA~ I 8-13 . , ~, . ~.' L -48- '. , FASTl!NE.o DETERMINED 'BASE9 ON . CONSTRUCTION ,OF HOST STRUCTURE HOST STRUCTURE OR ,.F:~SGFA CONNECTION REQUIRED (SEE DETAIL) GLASS ROOMS @ COPYRIGHT. 1995 1ft! it! ,. Ii A TT ACHED ALUMINUM COVERS ! f; ! PAN OR COMPOSITE PANELS. Ii USE CORROSION RESISTIVE SCRE ". PANS ANCHORED W/ #lOX1/2" @ 5/P :, INTO RECEIVING CHANNEL AND 1 #1 Oxl:; 2" @ RIDGE CAP CONNECTION TO RECE . ING CHANNEL. COMPOSITE PANELS LfE 1/4"x t+1/2" WITH 1/4" WASHE ; SCREW THROUGH RECEIVING CHANNEL F : M TOP CAULK ALL CONNECTIONS. i! EXTRUDED ~REAKMETAL HEA IDR 0.032" MIN. ~ :'J. TYPICAL BEAM SPLICE DETAIL [1a)WD'@IiiXQ}@ ~ @3@1:iiIiU@~ (p~ CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P.O. BOX 4368 S. DAYTONA. FLORIDA 32121-4368 PHONE: (904) 767-4774 FAX: (904) 767-6556 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. SENNETT, P,E 3 'GE; 6-13 CONNECTION TO HOST STRUCTURE HOST STRUCTURE OR FACIA & SUB-FACIA CONNECTION REQUIREMENTS FOR l.OAD CONDI nONS LOAD CONDITIONS WIND VELOCITY LOADS DEAD + LIVE LOADS -, I HOST STR8-CTURE 100 MPH 110 MPH 120 MPH 22#/SF 32#/SF 57/SF 1. CONCRETE 1/4"x1-1/S" CONCRETE SCREWS @ 12" 0.C.------>2 @ 1',C. 2. WOOD FRAME 1/4"x?" LAG SCREWS @ 6" O.C,,-----------_>2 @;," O.c. SCREEN, VINYL. AND CARPORTS . HOST STRUCTURE 100 MPH 110 MPH 120 MPH 22#/SF 32H/SF 57' :/SF 1. CONCRETE 1/4"x1-1/8" CONCRETE SCREWS @ 12" O.c.------>2 @ l' ',c. 2. WOOD FRAME 1/4"x2" LAG SCREWS @ 12" 0.C.----------->2 @ r O.c. NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUns. OR THE SUB FAllA FRAMING WHERE POSSIBLE ONLY 15% OF SCREWS CAN BE OUTSIDE THE Iii TRUSS BUTTS/SUB FACIA AND THOSE AREAS SHALL HAVE DOUBLE ANCI,!':,h RS ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MIN 1-1/4" WAS~, RS OR SHALL BE WASHER HEADED SCREWS. ~ PLA TE TO. BE SAME WALL . SPLICE TO BE LOCATED 14"f J4 TO 1/3 THICKNESS AS BEAM BEAM SPAN AND STAGGE91f:O EACH PLA TE CAN BE INSIDE OR SIDE OF SELF MA TlNG BE~J!A OUTSIDE BEAM OR LAP CUT ~ BEAM SPLICE SHALL BE MIN. \0 d-1 /2" ... d-1 /2" ... 1" MAX. ~i OF d-l/2" HEIGHT AND T '[ 1 (II 2( d-1 /2") IN LENGTH + + + tii MIN. SCREWS PER SPLICE ~; TOTAL / SIDE OF SPLICE d=HElGHT fPF BEAM 2" x 4" 4 / 2 3/4" ~' 2" x 5" 4 / 2 If, F f != i ~ ~ DENOTES1:;:: PATTERN; 2" x 9" 10 / 5 NOT NUMBER OF SCREWS I, -46- ~, ~f ", i, . ~ r~ J', ii 1 il, " f; ,., II .f; ~i 1; ~,i},1 ~I I ~, fl~ "II :I) I ~ ill !l! ifi it !1: !f 'l,i it 1'1'_ ii; tt r I ~ Jt ~ rj: SHALL GOVERN! i Ii ~ ~ TABLE 3, SCHEDULE OF POST TO- BEAM SIZE & H OF lHRU BOLTS REQUIRED BEAM SIZE MINIMUM # /THRU BOLTS @ L~ 0 + POST SIZE 1/4" .3/8" ';:Y'x 3"X 0.05" TILT 3"X S'X 0.06" 5colpd 1 2"X 4"X ODS" TILT .3"X 3"X O.OS'." 1 2"X 4"X 0.044" X 0.12" 5MB 3"X 3"X 0.06"" 2 2"X 4"X 0.044" X 0.15" 5MB 3"X 3"X 0.06"" 2 2"X 6"X 0.044" X 0.12" 5MB 3"X 3"X 0.093 3 2"X 7"X 0.050" X 0.13" 5MB 3"X 3"X 0.093 3 2"X a"x 0.070" X 0.23" 5MB 3"X 3"X 0.125 4 ;Z"X g"X 0.070' x 0.23" 5MB J"X .)"X 0.125 4 TABLE 4: MAX. ROOF AREA FOR ALUMINUM CARPORT/OPEN BUILDING FOR. ALLOWABLE ROOF AREA USE "AREA" "" S x (W/2 + O.H.) EXAMPLE: "S":,: 7' , W ::= 12', & O.H. +:;;; 2' THUS: "AREA" _ 56 SF POST TYPE MAX. ALLOWABLE ROOF AREA IN SQUARE FEU MAX HGT. @ MAX. LOAD IN # liVE + DEAD lOAD WIND LOADS 3", 3"xO.040' ROLL FORM.. . 55H/SF 22H/SF lOa MPH 110 MPH 120 MPH 8'- 0" 7.200 131 327 450 360 .300 10' - a" 5,500 100 250 343 275 229 12' - 0" 4.700 85 213 294 235 196 3"x 3"xO.060" ROLL FORM.,.... __. 8'- 6" 7,5QO 136 341 469 375 312 10'- 0" 6,OOD 109 273 375 300 250 12'- 0" 5.200 95 236 325 235 216 3"x 3"x9.060" SCALLOPED. 11'-to' 8,040 14'- 0" 7,.330 16'- 0" 6.120 3"x 3"x 0.90" TUBE. 11'-10" 12,960 14'- 0" 11,070 16'- 0" 9,180 3"x 3"x 0.125" TUBE. 1.3'- 3" 13,500 14'- 0" 12,000 16'- 0" 8,000 4"x 4"x 0.125" TUBE'" 15'- 9"" 2.3.280 423 1,058 1,455 18'- 0" 20,712 376 941 1,294 20'- 0" 18,4.30 335 838 1,152 · ALLOY 6063 T-6 ** ALLOY .3105 H16 1. THE SMALLER ROOF AREA OF LIVE + DEAD LOAD AND WIND LOAD TABLE 5; ISOLATED FOOTrNGS MAXIMUM ROOF AREA IN SF FOR CARPORT pas r W/ ISOLA TED FOOTING FOOTING TYPE AND SIZE FOR BELOW LISTED WIND VELOCITY UPLIFT LOADS POURED CONCRETE 100 MPH 110 MPH 120 MPH l'-O"X l'-O"X 1'-0" 29 25 21 l' -4"X l'-4"X 1'-4" 86 72 61 1'-6"X l'-o"x 2'-0" 163 136 116 1'-8"X l'-8"X 2'-0" 187 156 134 1'-a"x 1'-8"X 2'-0" 275 229 196 2'-0"X 2'-0"X 2'-0" 346 288 257 2'-6"X 2'-6"X 2'-6" 463 .386 331 PRE-CAST SLAB W/ 80# SACK-CRETE & BACKF'lLl OVER SLAB 1'-4"X l'-=4"X 2'-4" 117 97 A TT ACHED ALUMINUM COVERS 157 133 111 392 333 278 540 458 382 432 366 306 236 201 167 589 503 417 810 691 574 648 554 459 245 218 145 614 545 364 844 750 500 675 600 400 1,164 1,034 922 !1~Wli'@fiD@@ @., @3@lJOOD@~ (JJ~ CIVIL ENGINEER AND DEVELOPMENT CONSUL TANT P.O. BOX 4368 S. DAYTONA. FLORIDA 32121-4.368 P/'10NE:: (904) 767-4774 f"AX: (904) 767-6556 @ COPYRIGHT. 1995 NOT TO BE REPRODUCED IN WHOLE OR: IN PART WiTHOUT WRITTEN PE:RMISSION FROM LAWRENCE E. BENNETT, P.E. -52- 2 2 .3 .3 POST .360 305 255 540 461 .383 563 500 333 970 863 768 56 ," ; ? ~- ~ ~. . ~ ~. ~ r ~ fr frr~, ' : ~ , , ~I,; ~ ~ <. ~ If,,! r; ~. l ill ii t! f ~ Ii H ">' , ;;: , , '" I! SFCTIO~' 3 PAGE: . ~-13 f I; ~