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HomeMy WebLinkAbout96-5916 r ~ ---------, C::-~ILDI~'_ BUILDING PERMIT 0 ~- . CITY OF ZEPHYRHIW Penn;! N · - 59168 (813) 788-6611 Date b - ,4) - 9~ E~---' PLUMBING.--- --- MECH~Sewer Conn Water Conn: Property Owner: Job Address: Parcell.D. # Zoning: Description of Work Water Meter: T.I.F.'s: ~ergy Code: ~adon Gas: '"X. ~f}j,1:IL I~). - ~~ ~ 9- c::?r91& 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. DATE Permit Fee Signature Company Address Telephone# ~~~t~~i~tn P~rce ~ ~ 11 R () [) . 02 City License Registration # ~.3 ~~ . State Certified License# ? . ~ . ~ CU- { U~llA1~ BUILDING ELECT~ ~ Tp. Serv. Rough In Meter Can Const. Pole Pool .Pre-Meter Final ,.P~-- - ME~' Ftr. Pre SLB Lintel FRM. Insul. CL WL 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 ($15.00) shall be made for each trip for each trade: a. Wrong Address b. Condemned work resulting from faulty construction. c. Repairs or corrections not made when inspection called. d. Work not ready for inspection when called. e. Permit not posted on job site. f. Plans not at job site. g. Work not accessible. The payment of inspection fees shall be made before any further permits will be issued to the person owning same. APPLICATION FOR PERKIT CITY OF ZEPIIYIUIILLS BUILDING DEPARTKENT OWNER'S RAKE fl1u,,- i1U,Ff OWNER'S ADDRESS Lt?T - /3 J c:P t:JJ?' JOB ADDRESS ..-r 4/JJ IC PHONE .-C /}tUA-;VL)/J A CJt),P 7f3-tL'P? LEGAL DESCRIPTION: LOT(S) BLOCK SUBDIVISION' PARCEL 1.D.' /.1/-...Jb'-dl-t//60-.?'~-?'/...fP (OBTAIN FROM PROPERTY TAX NOTICE) WORK PROPOSED: ~ew Construction ---..Addition ---..Alteration ~epair _Install _Sign --"ove _DeIIolish P~POSED~E: ~~eF~i~ --"IF _' of Units --"IH _ec-ercial _Indust. _Swia. Pool _Other ~estaurant & Health Departaent Approval DESCRIPTION OF WORK: CotJCR-~r$. - S/-I~D - C 19 ~O~r 7C:;~*"""'" BUILDING SIZE: ~xJ/xR' I :/7r Square Feet, 9~?'Height RESIDEIITIAL: ATtACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. COHHERCIAL: ATtACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. P~PERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. ~UILDING PERMI'lS REOUESTED $ ..S>pt)o.Oi) Valuation of Total Construction _ELECI'RICAL AKP Service Florida Power Corp. W.R.E.C. ---1fECIWlICAL $ Valuation of Hecbanical Installation _PLUNBIXG GAS ROOFING SPECIALTY . TYPE OF CONSTRUCTION: _Block _Fraae _Steel Other FIllISHBD FLOOR ELEVAnONS: Fl. IS PROJECT IX FLOOD ZONE AREA? YES NO .......................................... CONTRACTOR SECTION BUILDER ~~I;L" . ." . *ARY /lCE /lLU""" .~ State Cert. or Regist.' c.~ co..) tj b Po _____ __ _____ City License Registration . dP-l ~ .......................................... Signature RT.RCTRICIAN COMPANY State Cert. or Regist. . City License Registration . .......................................... Sion$lture PLUMBER COMPANY State Cert. or Regist. . City License Registration . .......................................... Signature HECllABICAL COMPANY State Cert. or Regist. . City License Registration f ...................................**.**** Signature OTRRR COMPANY State Cert. or Regist. . Signature City License Registration . .*.........*..***................*....*.*. APPLICAnON APPRoVED BY ~rr'l). PIlRIlIT OFFICER. CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS Tbe undersigned understands that this perlit laY be subject to Ideed restrictions I wbieb laY be lOre restrictive than City regulations. Tbe undersigned asSUles responsibility for COIpliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the (MIer bas bireda 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 ower and contractor lay be cited for a lisdl!ll!allor violation under state law. If the OlOler or intended contractor are uncertain. as to wbat licensing requiruents laY apply for the intended work, they are advised to contact the City of Zepbyrbl~ls Building Depart:Jent, (813) 788-6611. ., Furthel'lOre, if the owner bas bired a contractor or contractors, be is advised to bave the contractor(s) sign portions of the 'Contractor Sections I of this application for wbieb 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 be is not properly licensed and is not entitled to perlitting privileges in the City of Zepbyrbills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) , I certify that I, the applicant, bave been provided with a copy of IFlorida's Construction Lien Law - HOJeOIIDer's Protection Guide' prepared by the Florida Depart:Jent of Agriculture and ConsUlBl' Affairs. If the applicant is SOIBOne other than the 'owner., I certify that I bave obtained a copy of the above described dOCUlBDt and prOlise in good faith to deliver it to the lownerl prior to COllBDCBlBDt. E. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the inforlation in this application is accurate and that all work will be done in cOlpliance with all applicable laws regulating construction, loning, 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 baa ~ced prior to issuance of a perIIit and that all work will be perfoned to leet standards of all laws regulating construction, City codes, loning regulations, and land developlBDt regulations in the jurisdiction. I also certify that I understand that the regulations of other govel1llBDtal agencies laY apply to the intended work, and that it is IY responsibility to identify wbat actions I lust take to be in COIpliance. Sueb agencies include but are not lilited to: t Departlent of EnviroDlBDtal Regulation - Cypress Baybeads, Wetland Areas and EnviroDlBDtally Sensitive Lands, Water/Wastewater Treat:Jent t Southwest Florida Water HanagBlBDt District - Wells, Cypress Baybeads, Wetland Areas, Altering Watercourses t ArlY Corps of Engineers - Seawalls, Docks, lavigable Waterways t DepartJent of Health & Rehabilitative Services, InvirODlBDtal Health Unit - Wells, Wastewater Treatlent, Septic Tanks t US EnvirODlental Protection Agency - Asbestos abatuent I also certify that, if fill laterial is to be used in Flood Zooe lA' or 'A,etc.l, it is understood that a drainage plan addressing a lCOIpensating volUIB' will be sublitted wbieb 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 sball issuance of a perlit prevent the Building Official frOJ thereafter requiring a correction of errors in plans, construction, or violations of any code. Every peIlit issued shall beCOlB invalid unless the work authoriled by such perlit is COIIBDCed within sil IOOths of issuance, or if work authoriled by the per.it is suspended or abandoned for a period of sillOnths after the tile the IIOrk is co.enced. One 90 day Bltension of tile, laY be allowed for the peIlit with fee charge of $15.00. fbe Bltension shall be requested in writing to the Building Official. An approved inspection lUSt be logged during eaeb sillODth period, or the project will be considered abandoned. WARNIMG fO OVIflR: YOUR FAILURE fO RECORD A MOIICH OF COHHIIfCIMIIIf HAY RESULf 1M YOUR PAYlMG fWICH FOR IHPROVEHEllfS fO YOUB PROPERfY. IF YOU IIfBMD to 0B11IH iIIWICIKG, COJISULf WIfH YOUR LBIIDER OR AM AffOJUIBY BEFORE RECORDING YOUR MOIICK OF COHHIMCIHIIf. JOBS UHD $2,500 1M VAL DO MOl MElD to RECORD AJID POSf A -MOIl OF COOIEMClHllfI. SIGlATURE: STATE OF FLORIDA coum OF .p r0 r!-o The foregoing instrument~as acknowledged before me this yluJg 1:., 19~ by JlI-13 ~fi: or '- c::; I /../...5 who is personally known to me OF TI~Be has produced as ~dcutlfi~8tiQR and who &ie/did not take ~ g:b~ (Signature) KATl.f~,J ~T. 73Row,J (Name Typed, Printed or Stamped) NOTARY PUBLIC ~l\' PilI. WN s,.... n "....to KATHLEEN J BRa ~.. My Commission CC449029 * * ExpiresApr.02,1999 ..~ ; "E OF f\.O Sf ATE OF FLORIDA P coum OF '4-:5 e...D The foregoing instrument was acknowledged before me this ~~~ ~, 19~ by IJ L13~T -S/ HS who is personally known to me v~ nh_ ~UD pl"sduced ~ id8R~iiieati8B and who lied/did not take an~h. ) P- '-12 'f'~j~ -' ~ (Signa ure) KATfJL~ J~ fS{<t!x.J;J (Name Typed, Printed or Stamped) NOTARY PUBLIC ,,~l\' Plle( .," fi....to ~.: "'" OF fl.O~ KATHLEEN J BROWN My Cornmi5sion CC449029 Expires Apr. 02, 1999 SOLD TO ADDRESS SHIP TO DATE PHONE . ACE ALUMINUM 38525 2nd Ave. ZEPHYRHIlLS. FL 33540 782-2616 SNfiJR/r;p;- !//)lfI /p Cr 10 r- /3 " ? 90..3 j? L /})v/lAJL>/} Z$P /I y,.e 1// L/.S- rJ, ? ; r'll {,-- '/- 9? /1?J - bOt? 7 ACE ALUMINUM Job No. Phone: (813) 782-2616 "--' LvO .P JJ CR-Ji,:/;;.. - S' J' ..0 , L!J/IC fO R-- "---' PERMIT PRICE TAX TOTAL PRICE ~ "06.Do DEPOSIT BALANCE C.O.D. S 1 TP. "IJ.H . (llESlDl!HTUL USR OHL't~ l'AIlCEI. I, U, J..!L ~~EC ~b '1"W11 ~I JlHU 9;;.. ()/6o ~ lJ/Jo suuu ULUCK LOT .. - .+ 077S ~~ UNJ>CR ~Or UATE 1-,/-9b I' /I 0 1'1~1l TY tI FA S LJ It '.::tH::tff 76t X .f/IJi/L- I)/Irr Cllllill':lrr UWIIl!.HS Id 1 tl [aw inns Qt.u11 bu drawn to BC..!.. for all parcol. or lotu f hu "crus or lC~B. < 7~~ > r ;)\ f< 'If' " f'ilS,JtJ Lr ~ \4'~ --7:;21' --- PI 0 IJ I L E.. . J Ht> f'Yl1E 5" . "-,, 10# L ;).'l. .~ 11\ ~-< (~i ()'t~ . V JP ! > ~ ILI"-+ q;). . 4tJr-13~/ll ..;> t5'O 2 ? LIJWAAlLJ8 ~ LJ?J;O SIItH-I 1\LL ":XlS'l'lHC AND PROrOSED STnUCTUIlES CIVU.C D!HENSIOH:I AND S1..'1'UAC~. I\L~..~. lllUlCAl'E 1\/iY HOUl E~i OF WATt:R AND ROA1>WAYS (INC~UDlHC H/\JiES) ADJAC~'r 'fO TilE l'IlUPEIl'l-Y. H1UICA't'E 'I" f. 5 I Z F.. Y EJ\/t. Nib HN1E Of HO~:U ,E I SUCH AS 111 x 60'. 198\. F~EE'1'WOOU. ~ Ll "EASE,'IEHl 5", "RlCIIT-OF-WAY" und .uJURISDICTIOHAL LINES". Ill:U'H: bQ ahown on all uJ tP. plal\~# IJO 1101' ENCROACH INTO ANY EASEMENT WITII A STRUCTURE 1l0US[ CONSTRUCTION .,....: ."...- .:; ;,~,t' i',' ;J,.:...t<..;:" -'j' ;;'<.j. :1\,..... ., . .'., ", :a'. .. I: l# .. o & """0".1 ..\."\;(.UIL.( 1l0ME :IOu,. I .,..... ,.. .... . PROPOSED ADDITIOIi .'."'1: I.. .,- ." :.:....~.: ,. I .'oi: c." . 40. " ':..,." 10 . '.. . to. [] :"',~. ~'i' ~~'P""'IO' ;(i't!!~~~ ~\~ 1::1'... ),"t,.:!I';"";:""f~" ; ,J. -: .,. ..'.. . .... '] '..' L' C ..... _ ~. . SI 0 8 ~ o. w. Q l 1 I r.. - ,. U' I": Lohll., - - ~.~~:. : -.. ,- : ,.... 1- ; .. 111 . -. '\ 10' 10' "L .J. .0' . .. 110100 .u.., 110100 "".., '"hll ""W' , s Il ('I' \.11\: Cll V)~ ~~ ~ (\ ~ too\tv L" , .. '" x ~ t.v~c.Vb: ~ 1.J" ~~: ~, ~ ~ IS: ~ I\) ~ ~ t;\ V\ ~ 0 h JJ '~~ ~ ~~~>\ ~I ~\, 't 4 ~,K ~ s:> "'\I ~ ~ ()' ~ ~ 3\ () ~~ ~ ~ ~ 0 () ~ 'I ~ <::.. ~ <:) ~ D ~'- "~ w~ ~ ~ ~, '01> r'rI.s:: '-t. '", I\:)t: ...... ....., '( ~ ~ \l\ " ATTACHED ALUMINUM COVERS MAX. ROOF BEAM SPANS FOR CARPORTS, SCREEN & VINYL ROOMS AND OTHER OPEN STRUCTURES WI SOLID ROOFS 6063 T-6 ALLOY EXAMPLE: FOR SPAN "I:' ON DRAWING USE LOAD WIDTH = "W'/2 + O.H. 2"x 4"x 0.050" TILT BEAM: LOAD WIDTH = 14'/2 + 2'O.H. = 9' LOAD WITH = 9'; L.L. @ 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"TIL T BEAM OR 2"x 3"xO.OSO"EXTRU810N 5 'a'-l- 6'-r g'-o- 6 '7'-4" 6'-0- a'-3- 7' 6'-10- 5'-6- 7'-6- a 6'-5" 5'-2" 7'-2" g' 6'-0" 4'-11" 6'-9" 10' S'-a" 4'-a" 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' a'-ll" 7' a'-3" a' 7'-g" g' 7'-3" 10' 6'-11" 11' 6'-7" 12' 6'-3" 2"x 4"x O.044"x 0.120" 8.M.B. 5' 12'-10" 6' 11'-8" 7' 10'-10- a' 10'-1" g' 9'-6- 10' 9'-1" 11' B'-a- 12' a'-3" 2"x S"x O.OSO"x 0.120" 8.M.B. 5' 15'-2" 6' 13'-10" 7' 12'-10" a' 12'-0" g' 11'-3" 10' 10'-a" 11' 10'-3" 12' g'-g- 2"x 6"x O.OSO"x 0.120" 8.M.B. 5' 17'-2" 6' 1S'-a" 7' 14'-:-6" B' 13'-7" g' 12'-9- 10' 12'-1" 11' 11'-1" 12' 10'-3" , ~... . , TABLE 2 EXAMPLE -. a'-o" 7'-3" 6'-9" 6'-3" 5'-11" 5'-7" 5'-4" 5'-0" 10'-5" g'-6" a'-10" a'-3" 7'-g" 7'-5" 7'-0" 6'-9" 12'-4" 11'-3" 10'-5" g'-g" 9'-2" a'-g- a'-4" B'-B" 14'-0" 12'-9" 11'-10- 11'-1" 10'-5- g' -11" 9'-5" g'-O- 10'-11" 10'-0" 9'-':'3" a'-a- a'-l" 7'-9" 7'-4" 7'-0" 14'-4" 13'-1- 12'-1" 11'-4" 10'-a" 10'-1" 9'-B" 9'-3" 16'-11" 15'-6'" 14'-4- 13'-5" 12'-a" 12'-0- 11'-5- 10'-11- 19'-2" 17'-6" 16'-2" 15'-2- 14'-3" 13'-7" 12'-11" 12'-4" a'-1- 7'-4- 6'-10- 6'-5" 6'-0" 5'-a" 5'-5- 5'-2" 9'-9" a' -1 1 " a'-3" 7'-g" 7'-3" 6'-11" 6'-7" 6'-3" 12'-10" 11'-B" 10'-10" 10'-1" g'-6" 9'-1" a'-8- a'-3" 15'-2" 13'-10" 12'-10" 12'-0- 11'-3- 10'-a" 10'-3- g'-g" 17'-2" lS'-a" 14'-6" 13'-7" 12'-9'" 12'-1" 11'-7" 10'-3" 120 MPH 7'-5- 6'-9- 6'-3- 5'-10" 5'-6- 5'-2" 5'-0" 4'-9" a' -11" 8'-1" 7'-6" 7'-0" 6'-a" 6'-3" ~6'-o" S'-g- 11'-3" 10'-B" g' -11" 9'-3" B'-a" a'-3" 6'-10" 7'-6" 13'-10" 12'-a" 11'-B- 10'-11" 10'-4- 9'-9- 9'-4" B' -11- lS'-B" 14'-3- 13'-3- 12'-4" 1 l'-B" 11'-1- 10'-6" 1 0'-1" LAWRENCE E. BENNETT, P.E. CIVll. ENGINEER &: DEVELOPMENT CONSUlIANT P. o. BOX 4368 SOUTH Q,t.YTONA, FL 32121 PHONE 1 (904) 767.4774 FAX , 1 (904) 767-6556 C COPYRIGHT, 1996 NOT TO BE REPRODUCED IN WHOLE OR IN B\RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. 3 49 ATTACHED ALUMINUM COVERS ~.~ SEAlANT ~ ;; HEADER EXTRUSION ~ ~ '8 l( 9/16" TEK SPACED AT 0" ~ ______ 8" D.C. BOTH SIDES / " ___ SEAlANT #10 l( 1-1/2" S.M.S. OR WOOD WOOD SCREw (1) PER RAFTER OR TRUSS TAlL EXISTING TRUSS OR RAFTER 610 X 3/1-" S.M.S. OR WOOD SCREW SPACED AT 12" O.C. 3" ROOF PANEL EXISTING FASCIA '---"" - _ _ -aPoWU:..; SEALANT ~ ;; HEADER EXTRUSION ~ ~ #8 l( 9/16" TEK SPACED AT ~ ______ 6" D.C. BOTH SIDES ___ SEAlANT FOR MASONRY USE 1/1-" x 1-1/1-" TAPCON ANCHOR OR EQUAL SPACED AT 21-" O.C. FOR WOOD USE 110 x 1-1/2" S.M.S. OR WOOD SCREWS AT 12" O.C. 3" ROOF PANEL EXISTING HOST. STRUCTURE WOOD FRAME, MASONRY OR Oll-tER CONSTRUCTION ----- . ROOF PANEL TO FASCIA DETAIL ROOF PANEL TO WALL DETAIL Ne: 1ES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB-FASCIA FRAMING WHERE POSSIBLE ONLY 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS / SUB-FASCIA AND ll-tOSE AREAS SHAll HAVE DOUBLE ANCHORS. All SCREWS INTO THE HOST STRUCTURE SHALL HAVE MIN. 1-1/1-" WASHERS , OR SHALL BE WASHER HEADED SCREWS HO~;T STRUCTURE OR FASCIA AND SUB-FASCIA CONNECTlON REQUIREMENTS LOAD CONDITlONS GU.SS ROOMS WIND VELOCITY LOADS DEAD + UVE LOADS HOST STRUCTURE 102 MPH 110 MPH 120 MPH 22#/SF 32 II/SF 5711/SF 1. CONCRETE 1 /4"x1-1 /S" CONCRETE SCREWS @ 12" O.C.----->(2) @ l' O.C. 2. WOOD FRAME 1/4"x2" LAG SCREWS @ 6" O.C.------------->(2) @ 1" O.C. SCF:EEN, VINYL, AND CARPORTS HOST STRUCTURE 102 MPH 110 MPH 120 MPH 22#/SF 32 II/SF 57#/SF 1. CONCRETE 1/4"x1-1/S" CONCRETE SCREWS @ 12" O.C.----->2 @ l' O.C. 2. WOOD FRAME 1/4"x2" LAG SCREWS @ 12" O.C.--------->2 @ l' O.C. '-./' SfUCE TO BE LOCATED 1/1- TO 1 / ~~ BEAM SPAN AND S1 AGGERED EACH SIDE Of SElf MhTING BEAM r- d-.50" -r- d-.50" 1 + + + + + + + + DENOTES SC EW PATTERN I ~ NOT NUMBER OF SCREWS l-b + + + + + + + + --i I" MAX. BE AM SPUCE SHALL BE WIN. Of d-.50" HEIGHT AND 2 (d-.50") IN LENGTH MIl~, SCREWS PER SPUCE TOTAL / SIDE OF SPUCE 2. x 1-- 1-/2 2. x 5" 1-/2 2. x 6 1-/2 2. x r 6/3 2' x 8" 8/1- 2. x 9" 10/5 1 :... J d = HEIGHT OF BEAM 1- MAX. PLA TE TO BE SAME WALL THICKNESS AS BEAM PLA TE CAN BE INSIDE OR OUTSIDE OEAM OR LAP CUT TYPICAL BEAM SPLICE DETAIL LAWRENCE E. BENNETT, P.E. aYn. ENGJNEER '" DEVELOPMENT CONSUlTANT P. O. BOx.368 SOUTH DAYTONA, FL 32121 PHOHE 1 (90-4) 767..n. FAX' 1 (90-4) 767-6556 ........./ o COPYRI:lHT. 1996 NOT TO BE REPRODUCED IN WHOLE OR IN ~RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. .., 44 ATTACHED ALUMINUM COVERS (2) 1-1/2" x 1-1/2" x "t" ANGLE OR (1) U CHANNEL x "t" TOP OF GRADE 3" x 3" POST SEE TABLE (1) HAT CHANNEL x "t" 3/8" x 3-1/2" BOLT 80 LB. 2500 PSI CONCRETE PRE-MIX "t" IS THICKNESS OF REQUIRED POST " 4 .. . ....4. 4 . . . 4 1 16" 1 3"x3" BASE . N "- I .... ALUMINUM CONVENTIONAL CONSTRUCTION PORCH POST CONNECTION POST IN CONCRETE w/ 14 . BAR 12" LONG 3" x 3" POST TURN BOLTED TO ANCHOR RISER '-..-- > ~ J-L-1Y 2-3/4. x 2-3/4" x 2-1/2" LONG x 1/6" TUBING POURED CONCRETE REfER TO TABLE 5 WELDED CONNECTION ( , 12" x 12" x 1/4" PLATE T 2'-0" MIN. BEFORE SLOPE '\ . .....,,,.I-~--- . :'. Id''''''''I' 1 . '" ... 'II'." '.. , ,. l'! -': . ; I.- ;"-? : , . I I'; -'" I~.~ '; I .: I :., ~ I -' . 3-1/2" CONC. SLAB BASE ANCHOR CONNECTOR FOR POST TO SLAB CONNECTION NOTE: IF LOCAL BUILDING DEPARTMENT HAS A MINIMUt.l FOOTING SPECIFICATION, THAT MINIMUM SHALL Sl,JPERCEDE THESE PLANS. 1~30LA TED FOOTING NOTE: fiBER MESH CONCRETE DOES NOT REQUIRE WIRE MESH (1) 14 BAR CONT. .~. --- ./ ':, "'. I"LA T SLOPE / NO fOOTING MODERA TE SLOPE FOOTING I) - 2"/12" 2"/12" _ 1'-10" ;'IOTE: NO FOOTING EXCEPT WHEN ADDRESSING EROSION MIN. 2500 P.S.I. CONCRETE WI 6 x 6 - 10 x 10 WELDED WIRE t.lESH OR FIBER t.lESH CONCRETE . '.1"'" '."l':' N 'I' ~ - B.. STEEP SLOPE FOOliNG > 1'-10" SLAB DETAILS ADDRESSING EROSION '- LAWRENCE E. BENNE'IT, P.E. CIVIL ENOJNEER &: DEVELOPMENT CONSUlIANT P. O. BOX 4368 SOUTH DAYTONA, FL 32121 PHONE 1 (904) 767-4n4 FAX II 1 (904) 767-6556 C COPYRIGHT, 1996 NO r TO BE REPRODUCED IN WHOLE OR IN ~RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E. " .;) 43 ATTACHED ALUMINUM COVERS TABLE 4 continued 3"x 3"xO.040" ROLL FORM. 10'-0" 2,381 132 108 99 74 43 11'-8" 1,786 99 81 74 56 33 13'-4" 1,389 77 63 58 43 25 15'-0" 1,042 58 47 43 33 19 3"x 3"xO.060" ROLL FORM. 11'-0" 3,600 200 164 150 113 65 12'-10" 2,700 150 123 113 84 50 14'-8" 2,100 117 95 88 66 38 16'-6" 1,575 88 73 66 32 29 3"x 3"xO.060" SCALLOPED OR FLUTED EXTRUSION 6063 T-6 ALLOY 11'-10" 3,408 189 155 142 107 62 13'-10" 2,556 142 116 107 80 46 15'-10" 1,988 106 87 80 62 35 17' -1 0" 1,491 83 68 62 47 27 3"x 3"x O.90"TUBE EXTRUSION 6063 T-6 ALLOY 11 ' -1 0" 5,184 288 236 216 162 94 13'-10" 3,888 216 177 162 122 71 15'-10" 3,024 168 137 126 95 55 17'-10" 2,268 126 1 03 95 71 41 3"x 3"x 0.12S"TUBE EXTRUSION 6063 T-6 ALLOY 13'-9" 6,912 384 314 288 216 126 16'-1" 5,184 288 236 216 162 94 18'-4" 4,032 224 183 168 126 73 20'-7" 3,024 168 137 126 95 55 4"x 4"x 0.12S"TUBE EXTRUSION 6063 T-6 ALLOY -- 15'-9" 9,312 517 423 388 291 169 18'-5" 6,984 388 317 291 218 127 21'-0" 5,432 302 247 226 170 99 23'-8" 4,074 226 185 170 127 74 . ALLO{ 3105 H16 1. THE SMALLER ROOF AREA OF LIVE + DEAD LOAD AND WIND LOAD SHALL GOVERN. TABLE 5 ISOLATED FOOTINGS MAXIMUM ROOF AREA IN SF FOR CARPORT POST WI ISOLATED FOOTING UPLIFT LOADS FOR BELOW LISTED WIND VELOCITY FOOTING TYPE & SIZE 100 MPH 110 MPH 120 MPH POURED CONCRETE 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'-6"X 2'-0" 163 136 116 l'-8"X l'-8"X 2'-0" 187 156 134 l'-8"X l'-8"X 2'-6" 275 229 196 2'-o"X 2'-0"X 2'-0" 346 288 257 2'-6"X 2'-6"X 2'-6" 463 386 331 PRE-CAST SLAB WI 80# SACK-CRETE & BACKFILL OVER SLAB 1'-4"Xl'-4"X2'-4" 117 97 56 LAWRENCE E. BENNETr, P.E. CIVIL ENGINEER & DEVELOPMENT CONSUlXANT P. O. BOX 4368 SOUTH DAYTONA, FL 32121 PHOHE 1 (904) 767-4774 FAX' 1 (904) 767-6556 C COPYRIGHT, 1996 NOT TO BE REPRODUCED IN WHOLE OR IN ~RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E. 3 52 AnACHED ALUMINUM COVERS TABLE 1 MAXIMUM SPANS FOR STANDARD ALUMINUM ROOF PANELS OF 3105 H-28 ALLOY WIND LOADS: CARPORTS, SCREEN ROOMS, AND OTHER OPEN BUILDINGS O.H. CONDITION NO O. H. l' O. H. 2' O. H. 3' O. H. 3"x 0.026" 100 MPH W. L. 15'-11" 16'-1" 16'-5" 17'-0" 110 MPH W. L. 14'-3" 14'-5" 14'-1,0" 15'-6" 120 MPH W. L. 13'-0" 13'-2" 13'-7" 14'-4" 3"x 0.032" 100 MPH W. L. 18'-10" 18'-11" 19'-3" 19'-9" 110 MPH W. L. 16'-10" 16'-11" 17'-4" 17'-11" 120 MPH W. L. 15'-4" 15'-6" 15'-11" 16'-6" LIVE LOAD; ALL BUILDING TYPES O.H.. CONDITION NO O. H. l' O. H. 2' O. H. 3' O. H. 3"x 0.026" 20 #/SF L. L. 16'-1" 16'-2" 16'-7" 17'-2" 30 #/SF L. L. 13'-1" 13'-3" 13'-8" 14'-5" 3"x 0.032" ~~ 20 #/SF L. L. 18'-4" 18'-5" 18'-9" 19'-3" 30 #/SF L. L. 14'-11" 15'-1" 15'-6" 16'-1" 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. LAWRENCE E. BENNETT, P.E. CIVIL ENGINEER & DEVELOPMENT CONSUll'ANT P. O. BOX 4368 SOUTH DAYTONA, Fl 32121 PHONE 1 (004) 767-4774 FAX' 1 (004) 767-6556 C COPYRIGHT, 1996 NOT TO BE REPRODUCED IN WHOLE OR IN Al.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, PE. 3 47 ATTACHED ALUMINUM COVERS SEE CONNECTION DETAIL w :::l; o I U d 2" x ." LUMBER TOP PLAT( WITH ROOf 2" II 2" II O.OH. ALUMINUM OR 2" II 4" AT 24" O.C. LUMBER SHEATHING: 1/2" PL YWOOO OR STRUCTURAL. GRADE THERMAL PLY WITH SIDINC " / 2" II 4" P.T.P. PLAT( w/ 3/8" II 4-1/2" CONCRETE ANCHORS SEE CONCRETE DETAILS SECTION THROUGH UTILITY ROOM 2" II 2" II 0.0"'" ALUMINUM OR 2" II ." AT 24" O.C. LUMBER SHEATHING: 1/2" PLYWOOD OR STRUCTURAL GRADE THERMAL PLY WITH SlDINC SHED IS fRAI.IED WALL A IT ACHED TO HOST STRUCTURE 1/2" L-BOLTS fOR 2" II 4" P.T. PLATE OR CONCRETE ANCHORS AT 4'-0. O.C. SEE CONCRETE DETAILS UTILITY SHED AND CARPORT WALL SECTION NOTES: 1. ANCHOR PANS TO HEADER CHANNEL WITH (3) 110 II 1/2" 5.....5. W/ WASHER. 2. ANCHOR PANS TO ROOf BEAMS WITH (3) '10 II 1/2" S.....S. W/ WASHER. 3. ANCHOR COLUMN TO CONCRETE fLOOR WITH 2-1/4" II J" CONCRETE ANCHORS. 4. ANCHOR COLUl.tN TO BASE PLATE WITH 1-1/." S.S. BOLT LAWRENCE E. BENNETT, P.E. ClVR. ENGINEER" DfiVE1.OPMENT CONSUlXANT P. O. BOX 4368 SOUTH Q,t,YTONA, FL 32121 PHOHE 1 (90") 767-4n4 fAX . 1 (904) 767-11556 o COPYRIGHT, 19116 NOT TO BE REPRODUCED IN WHOLE OR IN At.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E. w -' iii o :::l; C> z r= 11l x W . .... N t- <( III o ::) t- III . .... ~ SEE CONNECTION DETAIL 12" II PAN (SEE CHARTS) USE 'v( TO SELLCT PAN fOR REQUIRED SPAN w :::l; o J: w -' iii o :::l; C> z r= III x ... .Wl. VARIES fOR fRONT BEA'" USE 'L''''W/2+0.H. / I ~ J -....J' 3 40