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Home My WebLink About95-4800 BUILDING PERMIT Permit N' CITY OF ZEPHYRHILLS (813) 788-6611 4800JJ Date ...3-;2. 7-~-..!:>- C~ ::~:::,~,:~~p~Tnjf2~f Parcell.D. # _1.3- 0 0 o~_ _ _U Zoning: --;?7rEn7fgy Code: Radon Gas: r / b DescriptionofWork~-.-4.tAJ?&:P~ ~ _C~~ /We r ELECTRICAL PLUMBING MECHANICAL Sewer Conn Water Conn: Water Meter: T,I,F.'s: NO OCCUPANCY BEFORE C.O. FINAL ,3'-3.1.: DATE Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. C.O. Inspector City License Registration # State Certified License# /tf} Permit Fee Signature Company Address Telephone# ~-$)~ . 0. Valuation or Contract Price f' I f., d?) ~ ~~A~_ BUILDING ELECTRICAL PLUMBING MECHANICAL Ftr. Pre SLB Lintel FRM. Insul. CL WL Tp. Servo Rough In Meter Can Const. Pole Pool Pre-Meter Final SLB Tub Set Water Sewer Final Breakers Ducts Insl. Compressor Final Driveway .h~ 3~2~..qs8LLe 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 FOR PERMIT CITY OF ZEPHYRBILLS BUILDING DEPARTMENT OWNER'S N~'-(l1j;.. Cr1+R.R. e.1\J OWNER'S ADDRESS Lt'r-.2q s7')/b AlEtVl'i?R..r,/l)12.. ~ PHONE 7,f~ -;);l 7~ JOB ADDRESS S 8m tz: LEGAL DESCRIPTION: LOT(S) j) BLOCK .:26 SUBDIVISION c:21 PARCEL LD.' tJ/3{) ~CJt:JaA? -L).:;;qO (OBTAIN F~OH PROPERTY TAX NOTICE) WORK PROPOSED: ~ew Construction ____Addition ____Alteration ____Repair ____Install ____Sign ____Hove ____DeJlolish PROPOSED USE: VSingle Faaily ____H/F ____, of Units _H/H ____eo..ercial ____Ind~st. _Swia. Pool _Other _Restaurant & Health Department Approval DESCRIPTION OF WORK: SJ.l5:-IJ.. SC~ ~&V VU::JO/?"l- ClI-lf:.F>dR...r--- Ph-71o BUILDING SIZE: /2.. X /,z, /tflf Square Feet, 970R'Height RESIDENTIAL: COHHERCIAL : ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. PERMITS REOUESTED ~UILDING $ Lf7/9.oo Valuation of Total Construction _ELECTRICAL AMP Service Florida Power Corp. W.R.E.C. _MECHAlUCAL $ Valuation of Mechanical Installation ____PLUMBING GAS ROOFING SPECIALTY TYPE OF CONSTRUcrION: _Block ____Fralle _Steel Other FINISHED FLOOR ELEVATIONS: FT. IS PROJEcr IN FLOOD ZONE AREA? YES NO *********************************a******** BUILDER CONTRACTOR SECTION COMPANY fiC.€;:J- L U iC1 A /l P'/ +-..1 . State Cert. or Regist.' el€.co.;>i//,PO ~ City License Registration # ~~L> ****************************************** Signature ELECTRICIAN COMPANY State Cert. or Regist. # City License Registration . ****************************************** SianAture PLUMBER COMPANY State Cert. or Regist. . City License Registration , ****************************************** Signature MECHANICAL COMPANY State Cert. or Regist. , City License Registration , ****************************************** Signature OTHF.R COMPANY State Cert. or Regist. , Signature City License Registration f **********************.******************* APPLICAT~~'~n~:' '~~:r>>t,--~ ~IDL & ~l~' :1~_., (j ~ CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS The undersigned understands that this perJit lay be subject to 'deed restrictions' which lay be lOre restrictive than City regulations. The undersigned assUles responsibility for COIpliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner has hired a contractor or contractors to undertake work, they 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 lisdeaeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requireJents lay apply for the intended work, they are advised to contact the City of Zephyrhills Building Departlent, (813) 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 perlitting privileges in the City of Zephyrhills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, have been provided with a copy of 'Florida's Construction Lien Law - HOJeOWRer's Protection Guide" prepared by the Florida DepartJent of Agriculture and ConsUler Affairs. If the applicant is sOleone other than the .owner", 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 COlJeJlceJent. - E. CONTRACTOR'S OWNER'S AFFIDAVIT I certify that all e inforlation in this application is accurate and that all work will be done in cOlpliance with all applicable laws regulating construction, zoning, and land developlent. Application is hereby Jade to obtain a perlit 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 perforJed to leet 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 goverDJental agencies lilY apply to the intended wort, and that it is IY responsibility to identify what actions I lust take to be in cOlpliance. Such agencies include but are not lilited to: t DepartJent of EnviroDlental Regulation - Cypress Bayheads, Wetland Areas and EnviroDlentally Sensitive Lands, Water/Wastewater Treatlent t Southwest Florida Water ManageJent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses t ArlY Corps of Engineers - Seawalls, Docks, Havigable Waterways t DepartJent of Health , Rebabilitative Services, EnvirODJeRtal Health Unit - Wells, Wastewater TreatJent, Septic Tanks t US EnviroDlental Protection Agency - Asbestos abateJent I also certify that, if fill laterial is to be used in Flood Zone 'A' or 'A,etc.', it is understood that a drainage plan addressing a 'COlpensating volUle' will be subtitted which is prepared by a professional engineer registered in the State of Florida prior to perlit issuance. A perJit 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 ~e Building Official frOJ thereafter requiring a correction of errors in plans, construction, or violations of any code. Every peIlit issued shall becOle invalid unless the work authorized by such perJit is cOllenced within sil IOnths of issuance, or if work authorized by the perlit is suspended or abandoned for a period of sil IODths after the till! the work is coaenced. One 90 day extension of tile, lilY be allowed for the perlit with fee charge of $15.00. The extension shall be requested in writing ~o the Building Official. An approved inspection lUst be logged during each sil IOnth period, or the project will be considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COHMENCEMEHT MAY RESULT IN YOUR PAYIHG TWICE FOR IHPROVEMENtS TO YOUR PROPERTY. IF YOU INtEND TO OBTAIH FIKAHCING, COMSULT WITH YOUR LENDER OR AM ATTORNEY BEFORE RECORDING YOUR MOTICE OF COMMENCEMENT. JOBS UMDER $2,500 IN VALUE DO NOT HEED TO RECORD AND POST A "NOTICE OF COHMEHCEMEMT". SIGIIAI1lHH: SIGNAP~UJf I<tJnJN STATE OF FLORIDA COUNty OF ..,0 t\ oS ex:> The foregoing instrument was acknowledged before me thi~ }.tPrf<-o1J . , 19..25.. by lIL-be:R-r .s IU~ who is personally known to me er whe has 'pFe811ced - as id9RtificatieR and who ~did not tak~~ f} .&<f7~ (Signature) J( A- nil FE AJ ...:T. ' .J3R tn...J W (Name' Typed, Printed or Stamped) NOTARY PUBLIC STATE OF FLORIDA COUNTY OF 1(1-5 C-o The foregoing instrument was aCknowledged before me this ~3 ~~,~, 19~ by /)LA~/' \ c:; IUS who is personally knoWn te 119 91" illig luJ..!. produced as ideRtificatioR and who -4W1did not take an oat~4ti h-;J !f&L0 (Signature) , / K A-771l FE A J J. 13R.rn..J!)L (Name'Typed, Printed or Stamped) NOTARY PUBLIC I;,f,'~ ~lf . ~,' ~~' !EN ,I gROWN S~,..6 ~f ," My Gomm. Ex . Comm. 38545 Palm Grove Drive ZephYlhills, Florida 33540 ACE ALUMINUM Job No. Phone: (813) 782-2616 I '-' SOLD TO ADDRESS SHIP TO DATE. PHONE J1~R-- 1...1;' -.;).q 377/1.0 ).//i'wI'PRr j)R- , ZEP# ye;fjLI-S ~/. JJ..r~ I d-~d.-f(5 7rfn2.. ,.~ ?C- \..-' /~ )(" /~ y /d. SH-F:iD , I / X /oZ Sc.~E~ ?QmJ'1 Jot x;) 7 /?eo,U/ .eo 0 j:::: /~ X" 'Ib C It P-Po fC.... r-- PERMIT PRICE TAX The undelSigned agrees to pay TOTAL PRICE L./7) tJ. tJO 7 INSTALLERS IN FULL ON COMPLETION DEPOSIT \........- t1P/~ Rep. II!!:~ BALANCE C.O.D. " I ,! I ' .1 '. I I ' l;'" r,' 1:' ~~'l I' . Irs 'l.> . .' . , . . I I , I I I I I I I I , I . I I I I ! I I I I ! I I I I , . . . ." . 1\ . ....' ..'. i I i . I I I I , I - ~... ... ~ ,~ : ~ ~".. . \. . i... _. -=' I I . ".1 t I \ . .. . . I I I , S iTP. I'IJ.N ,(IlP.SlDENTUL usa OHLY~ l'AIlCEI. I,D, ..L ~;EC ;)fo 'l'W P ::2/ llNt: ~ti;> t)oevo ULOCh l'lIOI'I~IITY III!hSUIlEHI::tff bO"0 t Db vJ 1\ ~ ~ ~'A R..~ t:..~ UI\TE d -2;)-9~ - .. CIJIliIEln' OWlIl!JtS 'DJ90 Lor JI5~~v:- fA Vl>un- ~oo f- 1..1 1 drawIng:! uhall bo drawn t.o IC.lllu for all parcol. or iota fho "ceQa or lc~a, bO' '~ 1 ;lH' f.t 1~1'':tt CJ> IJ Cr '( ~' > /tt. "~~I ' ~i-\~' \\.-~ 'f-ID' -7 5'1 ji'~I'\~ l\~v(L , ~J1 ljS s~"~i RPOt\! 12 t .;20 ' 1..0"-";;;9 377/(. IVL:WPtJe..,- OK.... SIIlIW hLL EXlSl'lHC AHD PROPOSED S'fnUCTUIlES CIVlJiC DJJ1J!RSIOH:1 AND SIn'llAC~, I.L:. ,'. ) II1HCl\l'I~ ',IiY UOUl ES Of "'I\Tt:R AND RO~W^YS (INCLuDINe NI\H.ES) ADJACI!X'r TO TilE PllOPEIl'rY. !tIUICl\'fE 'I" f. S I. Z F.. Y EJ~Il. Nib HN't! OF HO~:t1.E, SUCII AS 12' x 60', 1 iJ 8 \ I FLEE'1'WOOU, ~ II "EASEHENlSu. "RlenT-Or-WAY" und ,"JURISDICTIONAL LINES". Dl~f1t bo ahown on all Bit/! plans.. /)0 f101' ENCROACtl INTO ANY EASEMENT WITH A STRUCTURE 1I0U5E CON$JftUCTlON ".U: .',... I"ROP05EO IoOOITIOfi .uu: .', ..' ....~~DIL.[ ttOblE liE TUP I . 'U~III'. .11' . "" I '011,1 ," ...... ,." '" · . ." /. <1.-.'" :.: ' :,:, , 10 I .... '. to'. .. Q'. , )~;:" ~l~ ~__j"~"lo' I(~~~ ~\~ l';i'...:!'tt.':ft';1 :''::h~loD''J, "'l .,. .. Y.A'~ , -. ".. ':J '. I " C .... - 0 . o Q g of> o. 0 .W Q l.h..". _ " .,. ,__: ........... ~ - . .... . ,. I.... _ ; h..... : if : .. ... ~ . ' ;: t -f. '. .. . .' ','. .~. . '. ",..' " ~; .1.-." :,'\M,'!l":: IJ;:"'~~~!li!'i' .,Fr ",'Tj. ~f)III,If<'" '" , . , J' , .. I; .. .. o & i 10' 10' PI" .J.. .0' 1I0AO H.", 1l0AD HA.., R040 IUW( . s 11 Pi' \"IU rl! , ~ ~(:~~ElE~fED ENCLOSURES: SCREEN I ViNYL 'IN AllS AND SQlliD COVER -- TABLE 1 : MAXIMUM SPANS FOR STANDARD ALUMINUM ROOF PANELS OF 3105 H-14 OR H-25 ALLOY WIND LOADS: CARPORTS, SCREEN ROOMS, AND OTHER OPEN BUILDINGS O.H. CONDITION NO 0, H, l' O. H. 2' O. H. 3' O. H. 1-1/4"x_0.026" 7'- 2" 7'- 5" 8'- 2" 100 MPH W. L. --- 110 MPH W. L. 6'-. 5" 6'- 8" 7'- 6" --- 120 MPH W. L. 5'-10" 6'- 2" 7'- 1 " --- 1-1/4"x_0.032" S'- 5" S'- S" g'- 3" 100 MPH W. L. --- 110 MPH W. L. 7'- 6" 7'- g" 8'- 6" --- 120 MPH W. L. 6'-10" 7'- 1" 7'-11" --- 1-3/4"x_0.026" - 100 MPH W. L. 7'- 5" 7'- 7" 8'- 5" --- 110 MPH W. L. 6'- S" 6' -11" 7'- g" --- 120 MPH W. L. 6'- 1 " 6'- 4" 7'- 3" --- 1-3/4"x_0.032" 8'- g" g'- a" 7" 100 MPH W. L. g'- --- 110 MPH W. L. 7'-10" 8'- 1 " 8'- g" --- 120 MPH W. L. 7'- 1 " 7'- 5" 8'- 2" --- 3"x_0.026" 100 MPH W. L. 13'~ 1 " 13'- 3" 13'- s" 14'- 5" 110 MPH W. L. 11'- g" 11' -11" 12'- 5" 13'- 2" 120 MPH W. L. 10'- 8" 10' -11" 11'- 5" 12'- 3" 3"x_0.032" 100 MPH W. L. 15'- 6" 15'- 8" 16'- a" 16'- 7" 110 MPH W. L. 13'-10" 14'- a" 14'- 5" 15'- 1" 120 MPH W. L. 12'- 8" 12'-10" 13'- 3" 14'- 4" LIVE LOAD; ALL BUILDING TYPES O.H. CONDITION NO O. H. 1 ' O. H, 2' O. H. 3' O. H. 1-1/4"x_0.026" '.-/ 20 #/SF L. L. 7'- A" 7'- 3" 8'- 1 " ~--- 30 #/SF L, L. 5'- g" 6'- 1 " 7'- A" ---- 1-1/4"x_0.032" 8'- 3" 8'- '6" 9'- 2" 20 #/SF L. L. ---- 30 #/SF L. L. 6'- g" 7'- a" 7'-10" ---- 1-3/4"x_0.026" 20 #/SF L. L. 7'- 4" 7'- 7" 8'- 4" .--- 30 #/SF L. L. 6'- a" 6'- 4" 7' -11" -~-- 1-3/4"x_0.032" 8'-10" g'- 6" 20 #/SF L. L. 8'- 7" ---- 30 #/SF L. L. 7'- a" 7'- 4" 8'- 1" ---- 3"x_0.026" 20 #/SF L, L. 13'- 3" 13'- 4" 13'-10" 14'-- 6" 30 #/SF L, L. 10'- g" 11'- a" 11'- 6" 12' - 4" 3"x_0.032" 20 #/SF L. L. 15'- 1 " 15'- 2" 15'- 7" 16' -. 2" 30 #/SF L. L. 12'- 3" 12'- 5" 12'-11" 13'- 8" 1. TOTAL ROOF PANEL WIDTH = ROOM WIDTH PLUS WALL WIDTH PLUS OVERHANG, 2. THE SMALLEST VALUE OF THE WIND LOAD TABLE OR THE L.L. TABLE GOVERNS, [S&lWI7@lli)@@ [go W@lli)lli)@l1l1g [;)o@:o CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P.O. BOX 4369 S. DAYTONA, FLORIDA 32121-4368 PHONE: (904) 767-4774 FAX: (904) 767-6556 @ COPYRIGHT, 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P,E. ---./ SECTION: ;'2 PAGE 1~~2 -30- GLASS ~OOMS: SOLID VN ALLS AND COVER TABLE 3: MAXIMUM HEIGHT OF UPRIGHTS FOR SCREEN AND GLASS ROOMS EXTRUSTIONS AND SELF MATING BEAMS OF 6063 T -6 ALUMINUM ALLOY USING SCREEN PANEL WIDTH "w" (SEE TYPICAL GLASS ROOM DRAWING), SELECT UPRIGHT REQUIRED FROM THE MAX HEIGHT ALLOWED FOR EACH EXTRUSION WIDTH "W" 36" 42" 48" 54" 60" 66" 72" 78" EXTRUSION 2"x 2"x 0.044" g'- 2" 8'- 6" 7'-11" 7'- 6" 7'- 1" 6'- g" 2"x 2"x 0.050" 10'- 2" g'- 5" 8'-10" 8'- 2" 7'-11" 7'- 6" 7'- 2" 6'-11" 2"x 2"x 0.093" 12'-10" 11'-11" 11'- 1 " 10'- 6" g' -11" g'- 6" 9'- 1" 8'- 8" 3"x 2"x 0.050" 10'- 8" g' -11" g'- 3" 8'- g" 8'- 3" 7'-11" 7'- 6" 7'- 3" 2"x 3"x 0.050" 12'-10" 11'-11" U'- 1 " 10'- 6" 9'-11" 9'- 6" 9'- 1 " 8'- 8" 3"x 2"x 0.070" 13'- 8" 12'- 8" 11'-10" 11'- 2" 10'- 6" 10'- 1" g'- 8" 9'- 3" NOTES: GLASS ROOMS THE ADDITION OF AN ALUMINUM FRAME WINDOWS' WI GLASS PANES THAT ARE DESIGNED TO 110 MPH WIND LOAD REQUIREMENTS TO THE ABOVE UPRIGHT SIZES INCREASES THE STRENGTH SO THAT ADDITIONAL FRAMING IS NOT REQUIRED. !b@W!i'@Ui)@@ @:c [;3@OWi)@nnp r?C@:C CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P.O. BOX 4369 S. DAYTONA, FLORIDA 32121-4368 PHONE~ (904) 767-4774 FAX: (904) 767-6556 @ COPYRIGHT, 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WiTHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. SECTION: 5 PAGE: ~O~~~ -83- SCU~EfEU\J]ED ENCLOSURES: SCREEN I VINYL WALLS AND SOLID COVER 2"x_J.._ BEAM SEE TABLE 4 OVEI~HANG VARIES -+ 2'-1)" MAX. IJw" I 3 1 /2" SLAB ON GR.t>OE OR RAISED FOD flNG MAX, UPRIGHT l"x 2" LENGTH VARIES NO MAX. ELEV. SLAB OR ON GRADE . JlHIJ --J TYPICAL GLASS ROOM WITH SOLID ROOF, TYPICAL FRONT VIEW FRAMING · (HfJGHT OF UPRIGHT IS MEASURED FROM TOP OF 1"x2" PLATE TO BOTTOM OF WALL BEAM) ALUMINUM PANEL COVER O.H. 1"x2"xO.040" "w" VARIES -+ W 0::: ::J t- U ::J 0::: t- Ul Cl Z I- Ul X W W/2 W/2 ~ 2"x;i_ BEAM AND COLUMNS MAX. COLUMNS, SPACING SEE TABLES 2t =t"-- J TYPICAL GLASS ROOM NOES: 1. Ar-.JCHOR 1" x 2" OPEN BACK EXTRUSION WITH TAPCON 1/4"x2 1/4" LENGTH OR EOUAL M/\X. OF 2'-0" O.C. ANCHOR TO WALL WITH 1 1/2" #10 SMS WITH WASHERS 2'-0" O.C. SPACING AfKHOR BEAM AND COLUMN KNEE BEAM WITH ANCHOR CLIPS AND #10 SCREWS AND W,~\SHERS 2, ~'IN. SLAB THICKNESS FOR SLAB ON GRADE IS 3 1/2" CONCRETE 3. S[LECT FRONT WALL BEAM FROM TABLE USING LARGER "A" VALUE OF W/2 OR W/2+0.H, 4, "w" IS CLEAR DISTANCE FROM HOST STRUCTURE TO FRONT WALL BEAM !b&1W[J'@Ui)@@ @;" rn@Ui)Ui)@UUp (P"~a CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P.O. BOX 4369 S. DAYTONA. FLORIDA 32121,-4368 PHONE: (904) 767-4774 FAX: (904) 767-6556 @ COPYRIGHT, 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. SECTION: ;2 PAGE: ~~t2 -23- .'StlU~IEINJED EN(clOSU~ES: SCREEN I VIN'1fl WAllS AND SOLID COlVER T />.BLE 2: MAX. ROOF BEAM SPANS FOR CARPORTS, SCREEN & VINYL ROOMS AND OTHER OPEN STRUCTURES W/ SOLID ROOFS 6063 T -6 ALLOY E:';AMPLE: FOR SPAN "L" ON DRAWING USE LOAD WIDTH = "W"/2 + D.H, 2"x 4"x 0.050" TILT BEAM: LOAD WiDTH = 14'/2 + 2'O.H. = g' LOAD WITH = g'; L.L. @ 22#/SF BEAM SPAN = 7'- 3" BE:AM SIZE BEAM SPAN FOR DESIGN A TED LOADS BEAM LIVE LOAD WIND LOAD LOAD WIDTH 22#/SF 32#/SF 100 MPH 110 MPH 120 MPH ---~ 2'x 3"xO.050" TILT BEAM OR 2"x 3"xO,050" EXTRUSION______________________ 5' 8'- 1" 6'- 7" 9'- 0" 8'- ," 7'- 5" 6' 7'- 4" 6'- 0" 8'- 3" 7'- 4" 6'- 9" 7' 6'-10" 5'- 6" 7'- 6" 6'-10" 6'- 3" 8' 6'- 5" 5'- 2" 7'- 2" 6'- 5" 5'-10" g' 6'- 0" 4'-11" 6'- 9" 6'- 0" 5'- 6" 10' 5'- 8" 4'- 8" 6'- 5" 5'- 8" 5'- 2" 11' 5'- 5" 4'- 5" 6'- 1" 5'- 5" 5'- 0" 12' 5'- 2" 4'- 3" 5'-10" 5'- 2" 4'- g" 2"x 4"x 0.050"x TILT BEAM 5' 9'- 9" ,.6' 8'-11" 7' 8'- 3" 8' 7'- 9" g' EXAMPLE 7' - 3" 10' 6'-11" 11' 6'- 7" 12' 6'- 3" --.8'-=--O;;----lO~11';-----9~-9-;;----_.87-=-11-;;-------- 7'- 3" 10'- 0" 8'-11" 8'- 1" 6'- 9" 9'- 3" 8'- 3" 7'- 6" 6'- 3" 8'- 8" 7'- g" 7'- 0" 5'-11" 8'- 1" 7'- 3" 6'- 8" 5'- 7" 7'- 9" 6'-11" 6'- 3" 5'- 4" 7'- 4" 6'- 7" 6'- 0" 5'- 0" 7'- 0" 6'- 3" 5'- 9" 2"x 4"x 0.044"x 5' 6' 7' 8' g' 10' 11' 12' 2"x 5"x 0.050"x 5' 6' 7' 8' g' 10' 11 ' 12' 0.120" S. M. B. ___________________________,____________ 12'-10" 10'- 5" 14'- 4" 12'-10" 11'- 3" 11'- 8" g'- 6" 13'- 1" 11'- 8" 10'- 8" 10'-10" 8'-10" 12'- 1" 10'-10" 9'-11" 10'- 1" 8'- 3" 11'-':'" 4" 10'- 1" g'- 3" g'- 6" 7'- 9" 10'- 8" 9'- 6" 8'- 8" 9'- 1" 7"- 5" 10'- 1" g'- 1" 8'- 3" 8'- 8" 7'- 0" 9'- 8" 8'- 8" 6'-10" 8'- 3" 6'- 9" g'- 3" 8'- 3" 7'- 6" 0.120" S.M.B. _______________________________________ 15'- 2" 12'- 4" 16'-11" 15'- 2" 13'-10" 13'-10" 11'- 3" 15'- 6" 13'-10" 12'- 8" 12'-10" 10'- 5" 14'- 4" 12'-10" 11'- 8" 12'- 0" 9'- 9" 1.3'- 5" 12'- 0" 10'-11" 11'- 3" 9'- 2" 12'- 8" 11'- 3" 10'- 4" 10'- 8" 8'- 9" 12'- 0" 10'- 8" 9'- 9" 10'- 3" 8'- 4" 11'- 5" 10'- 3" 9'- 4" 9'- 9" 8'- 8" 10'-11" 9'- 9" 8'-11" [b&JWU'@(fl)@@ @;c m@(fl)(fl)@{1{1\J [Pc@;C CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P.O. BOX 4369 S. DAYTONA, FLORIDA 32121-4368 PHONE: (904) 767-4774 FAX: (904) 767-6556 @ COPYRIGHT. 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WiTHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. SECTION: :2 PAGE: 9)~~2 -32- --- --.;' ~ BC[:~EEINlIED ENClOSUIRES: SCREEN I VIN'Yt'L WALLS AND SOLID COlVER T/\13LE 4: MAX, ROOF AREA FOR ALUMINUM CARPORT IOPEN BUILDING POST I~OR 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 FEET LIVE + DEAD LOAD WIND LOADS 55#/SF 22#/SF 100 MPH 110 MPH 120 M!,X. HGT. @ MAX. LOAD IN # 3'" 3"x 0.040" ROLL FORMED ** 8'- 0" 7,200 10'- 0" 5,500 12' - 0" 4,700 3";, 3"x 0.060" ROLL FORMED ** 8'- 6" 7,500 "10' - 0" 6,000 '12'- 0" 5,200 3";0: 3"x 0.060" SCALLOPED * 11'-10" 8,640 14'- 0" 7,330 16'- 0" 6,120 3" x 3" x 0.90" TU B E * '11'-10" 12,960 14'- 0" 11,070 16'- 0" 9,180 3" x 3"x 0.125" TUBE * 13' - 3" 13,500 14'- 0" 12,000 16'- 0" 8,000 4"x 4"x 0.125" TUBE * 15' - 9" 23,280 18' - 0" 20.712 :?O' - 0" 18,430 ~ ALLOY 6063 T-6 n ALLOY 3105 H16 1. THE SMALLER ROOF AREA OF LIVE + DEAD LOAD AND WIND LOAD SHALL GOVERN. TABLE 5: ISOLA TED FOOTINGS MAXIMUM ROOF AREA IN SF FOR CARPORT POST Wi ISOLA TED FOOTING FOR BELOW LISTED WIND VELOCITY UPLIFT LOADS 100 MPH 110 MPH 120 MPH FeOTING TYPE & SIZE POURED CONCRETE 1'--O"X 1'-O"x 1'-0" 1'--4"X l'-4"X 1'-4" l'--6"X 1'-6"X 2'-0" 1'--8"X 1'-8"X 2'-0" l'--8"X l'-8"X 2'-6" 2'..-0"X 2'-0"X 2'-0" 2'.-6"X 2'-6"X 2'-6" Pf,:E-CAST SLAB wi 80# l'---4"X l'-4"X 2'-4" 131 100 85 136 109 95 157 133 111 ',236 201 167 245 218 145 423 376 335 327 250 213 341 273 236 392 333 278 589 503 417 614 545 364 1,058 941 838 450 343 294 469 375 325 540 458 382 810 691 574 844 750 500 1,455 1,294 1,152 360 275 235 375 300 235 432 366 306 648 554 459 675 600 400 1,164 1,034 922 29 25 21 86 72 61 163 136 116 187 156 134 275 229 196 346 288 257 463 386 331 SACK-CRETE & BACKFILL OVER SLAB 117 97 56 MPH 300 229 196 312 250 216 360 305 255 540 461 383 563 500 333 970 863 768 .---./ ~@WG'@[]u@@ @:c @3@[]U[]U@nng ~c@:c CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P,O. BOX 4369 S. DAYTONA, FLORIDA 32121-4368 PHONE: (904) 767-4774 FAX: (904) 767-6556 -34- ---./' @ COPYRIGHT, 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WiTHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. SECTION: 2 PAGE: ~~-12 A T1" ACHED ALUMiNUM COVERS ~ -q- '" '" "-... j 16" ~ TOP OF GRADE .3"x.3" FLUTED POST WRAPPED W/ FELT PAPER 3/8"x.3 1/2" BOLT 80 LB. 2500 PSI CONCRETE PRE-MIX .3"x.3" BASE ALUMINUM CONVENTIONAL CONSTRUCTION PORCH POST CONNECTION POST IN CONCRETE W/ #4 DIA. BAR 12" LONG POURED CONCRETE REFER TO TABLE 5 (PAGE 12-13) o j (p> ~ L ISOLA TED FOOTING NOTE: NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION 2'-0" MIN. MIN. 2500 PSI CONC. W/ BEFORE SLOPE 6x6-10xlO W.W. MESH OR 1 t FIBER MESH TYPICAL -- 1 #5 BAR CONT. 1 #4 BAR CONT, 3 '/2"~~ "8" - NOTE: FIBER MESH CONCRETE DOES NOT REQUIRED WIRE MESH FLA T SLOPE / NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING o - 2"/12" 2"/12" - 1'-10' > 1'-10' SLAB DETAILS ADDRESSING EROSION [b@WO"@!ill@@ 130 []3@!ill!ill@1!1!\J [PeED CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P.O. BOX 4.368 S. DAYTONA, FLORIDA .32121-4.368 PHONE: (904) 767-4774 FAX: (904) 767-6556 @ COPYRIGHT. 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WiTHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P,E. -45- SECTION: :3 PAGE: 5~~3 A T'f ACHED ALUMilNlUM COVERS F AS I ENED DETERMINED BASID ON CONSTRUCTION OF I'OST STRUCTURE HOST STRUCTURE OR FASCIA / PAN OR COMPOSITE PANELS. USE CORROSION RESISTIVE SCREWS, PANS ANCHORED W/ #1 OX1 /2" @ 3/PAN INTO RECEIVING CHANNEL AND 1 #1 Ox1 /2" @ RIDGE CAP CONNECTION TO RECEIVING CHANNEL. COMPOSITE PANELS USE 1/4"x t+1/2" WITH 1/4" WASHERS SCREW THROUGH RECEIVING CHANNEL FROM TOP CAULK ALL CONNECTIONS. ...J CONi\JECTION REQUIRED ( SEE DETAIL) ~ EXTRUDED OR BREAKMETAL HEADER 0.032" MIN. CONNECTION TO HOST STRUCTURE HOST STRUCTURE OR FACIA & SUB-FACIA CONNECTION REQUIREMENTS FOR VARIOUS LOf.\D CONDITIONS LOAD CONDITIONS WIND VELOCITY LOADS DEAD + LIVE LOADS GL/ISS ROOMS HOST STRUCTURE 100 MPH 110 MPH 120 MPH 22#/SF 32#/SF 57#/SF 1. CONCRETE 1/4"x1-1/8" eONCRETE SCREWS @ 12" 0.C.------>2 @ l' O.C. 2 WOOD FRAME 1/4"x2" LAG SCREWS @ 6" 0.C.------------>2 @ ," O.C. SC:~EEN, VINYL, AND CARPORTS HJST STRUCTURE 100 MPH 110 MPH 120 MPH 22#/SF 32#/SF 57#/SF 1. CONCRETE 1/4"x1-1/8" CONCRETE SCREWS @ 12" 0.C.------>2 @ l' O,c. 2 WOOD FRAME 1/4"x2" LAG SCREWS @ 12" 0.C.------------>2 @ l' O.C. NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB FACIA FRAMING WHERE POSSIBLE ONLY 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS/SUB FACIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MIN 1-1/4" WASHERS OR SHALL BE WASHER HEADED SCREWS. PLATE TO BE SAME WALL THICKNESS AS BEAM PLATE CAN BE INSIDE OR OUTSIDE BEAM OR LAP CUT BEAM SPLICE SHALL BE MIN. OF d-1/2" HEIGHT AND 2(d..1/2") IN LENGTH MIN. SCREWS PER SPLICE TOTl~L / SIDE OF SPLICE 2" ;< 4" 4 / 2 2" ;< 5" 4 I 2 2"" 6" 4 / 2 2" ;, 7" 6 / .3 2" ;, 8" 8 / 4 2" x, 9" 10 / 5 --./ SPLICE TO BE LOCATED 1/4 TO 1/3 BEAM SPAN AND STAGGERED EACH SIDE OF SELF MATING BEAM d-l/2" d-'/2" ~ ~ ~ 111 .3/4" + + + + + + + + 1" MAX. d=HEIGHT OF BEAM 3/4" 1" MAX. DENOTES SCREW PATTERN NOT NUMBER OF SCREWS TYPICAL BEAM SPLICE DETAIL !1fJJW[]'@W@@ [go m@ww@1}1}g ~O[gO CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P.O, BOX 4368 S. DAYTONA, FLORIDA 32121-,4368 PHONE: (904) 767-4774 FAX: (904) 767-6556 J (0 COPYRIGHT, 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PARI WiTHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. SECTION: 3 PAGE: (8)~i13 -46- A 1'1' ACHED ALUMilNlUM COVERS SEE CONNECTION DETAIL (PAGE 6-13) 2" x 4" LUMBER TOP PLATE WITH ROOF / LJ...I -, C) ::r: -.r Li..1 N _hi m @ 0 (/) --- 0 (') ::> 2" l- (/) f----' VI /' -.r w x N 2" x 2" x 0.044" ALUMINUM OR 2" x 4" @ 24" O.C. LUMBER STRUCTURAL GRADE THERMAL PLY WITH SIDING 2" x 4" P. T.P. PLATE WITH 3/8"x4 1 /2" CONCRETE ANCHORS SEE CONCRETE DETAILS SECTION THROUGH UTILITY ROOM SEE CONNECTION DETAIL (PAGE 6-13) w ;~ o J: 12" x PAN (SEE CHARTS) USE 'w' SELECT PAN FOR REQUIRED SPAN 2" x 2" x 0.044" ALUMINUM OR 2" x 4" @ 24" O.C. LUMBER STRUCTURAL GRADE THERMAL PLY WITH SIDING SHED IS FRAMED WALL ATTACHED TO HOST STRUCTURE 1/2" L-BOLTS FOF<~ 2" x 4" P.T. PLATE OR CONCRETE ANCHORS @ 4'-0" O.C. Ld ..,J co o :~ "W," VARIES FOR FRONT BEAM USE 'L'=W/2+0.H, (:) ::~ r'" VI ><" Ld SEE CONCRETE DETAILS 1\OTES: 1. ANCHOR PANS TO HEADER CHANNEL WITH (3) #10 x 1/2" S.M,S. W/ WASHER. 2. ANCHOR PANS TO ROOF BEAMS WITH (3) #10 x 1/2" S.M.S, W/ WASHER. ':', ANCHOR COLUMN TO CONCRETE FLOOR WITH 2-1/4" x 3" CONCRETE ANCHORS. 4. ANCHOR COLUMN TO BASE PLATE WITH 1-1/4" S.S. BOLT UTILITY SHED AND CARPORT WALL SECTION [1~w(j'@[JO@@ l30 rn@[JO[JO@{1{1g [;)O@;O CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P.O. BOX 4368 S. DAYTONA, FLORIDA 32121-4368 PHONE: (904) 767-4774 FAX: (904) 76?-6556 ,-' @ COPYRIGHT, 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E, SECTION: 3 PAGE: 3b=~3 -43-