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Home My WebLink About96-6018 BUILDING PERMIT CITY OF ZEPHYRHILLS Permit N! (813) 788.6611 - 601~t8 Date Y-3/-9'6 . BUILDING ELECTRICAL PLUMBING MECHANICAL Sewer Conn Water Conn: Pmp.rty Own.' ~'E: ~ Job Address: (5 Y; , ://A . Parcell.D,# /'I~:J-6 -,2/-///6 0- DCJOt9 CfJ.LJ/~U Zoning: Energy Code: Radon Gas: .2. t b Description of Work (~.,I./\ /L..l . ~~ J - kJ ~ - ~:::;;~ r Water Meter: T,I.F.'s: NO OCCUPANCY BEFORE C.O. FINAL fif-/5"-q ~ DATE Complete Plans, Specifications and Fee Must Accompany Application, All work shall be performed in accordance with City Codes and Ordinances, C,Q. Inspector DATE tSaJl3 Permit Fee Signature Company Address Telephone# .;Jj;;7~~- Valuation or Contract Price ~3 9 t1 € LJ-V City License Registration # 6""3 State Certified License# a~~ BUILDING ELECTRICAL PLUMBING MECHANICAL Ftr. j--..z. -q b 80.6 Pre SLB <a-"d:"~~ 8~B 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 ~-,j". qip 8"B REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($15.00) shall be made for each trip for each trade: a. Wrong Address b. Condemned work resulting from faulty construction. c. Repairs or corrections not made when inspection called. d. Work not ready for inspection when called. e. Permit not posted on job site. f. Plans not at job site. g. Work not accessible. The payment of inspection fees shall be made before any further permits will be issued to the person owning same. APPLICAnON FOR PERKIT CITY OF ZEPIIYRIlILLS BUILDING DEPARTMENT 7r-d-7 - 7 L OWNER'S BAKE () /.4-/1 OWNER'S ADDUSS LIl r-; I' S~CJ/YJ :J f' t) .,,)~ .(, /tul"J1I L> A PHONE 7 cf' d -/lJoJ';? L 410 r JOB ADDRESS .s-/J/J1.E- LEGAL DESCRIPTION: LOT(S) B~SUBDIVISION ' PARCEL I.D.f/'/-02b-';;/-CJI6[)-tJ~t)cJt!J-tp/J>O (OBTAIN FROM PROPERTY TAX NOTICE) WORK PROPOSED: ~w Construction ---.Addition ---...Alteration ~epair _Install _Sign ---..Kove _Deaolish PROPOSED USE: -":::single Faaily --1t/F _' of Units _K/H _ec-ercial _Indust. _Swia. Pool _Other ---..Restaurant &: Health Departaent Approval DESCRIPTION OF WORK: CC)/IJc/C~rE - S'#/?,o, - ,lJr;r/o - C/}~r'::Jo,,<-r- BUILDIBG SIZE: J> X G . ;}L~{; 1or,4-~quare Feet, 1:-OJ> Height RESIDEHTIAL: ATTACH (2) PLOT PLABS &: (2) SETS OF BUILDING PLANS &: (1) SET ENERGY FORMS. COMMERCIAL: ATTACH (3) SETS OF BUILDIBG PLANS &: (1) SET ENERGY FORKS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. PERKITS REOUESTED ~UILDIBG $ 02.2 90 Valuation of Total Construction _ELEcrIUCAL AKP Service Florida Power Corp. W.R.E.C. ----1IEClWlICAL $ Valuation of lIechanica1 Insta1lation _PLUMBING GAS ROOFING SPECIALTY ' TYPE OF COIISTRUCTION: _Block _Fraae _Steel Other FlJlISHBD FLOOR ELEVAnOIlS: FT. IS PROJEC'l IN FLOOD ZONE AREA? YES NO .......................................... BUILDER CONTRACTOR SECTION ~ ,,', 0" -, .COtIPAIIY /JClz /lI-IA.'). / v~.;J -' . State Cert. or _ist. t CR<-O.il ':1.6.1'"0 _~ City License Registration' ~~~ , .......................................... Signature RT.Il:CTRICIAR COMPANY State Cert. or Regist. , City License Registration f .......................................... SianAture PLUMBER COMPANY State Cert. or Regist. . City License Registration . .......................................... Signature KECHABICAL COMPANY State Cert. or Regist. , City License Registration . .......................................... Signature OTRF.R COMPANY State Cert. or Regist. . City License Registration . .......................................... Signature APPLICATION APPROVED BY PERKIT OFFICER. CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS 'fbe undersigned understands tbat this penit JaY be subject to .deed restrictions. wbich JaY be lOre restrictive than City regulations. tbe undersigned assUIeB responsibility for COIpliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES ' If the owner has bired a contractor or contractors to undertake work, they 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 JaY be cited for a .isdeJeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirl!lents JaY apply for the intended work, they are advised to contact the City of Zepbyrbi~ls Building DepartJent, (813) 188-6611.' Furthenore, if the owner bas bired a contractor or contractors, be is advised to have 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 indicatinq tbat you, rather than the contractor, are responsible for the work. If the contractor wisbes you to sign as contractor that Jay be an indication tbat 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 .Plorida's Construction Lien Law - HoIemmer's Protection Guide. prepared by the Florida Departlent of Agriculture and ConsUleI' Affairs. If the applicant is sOIeone other than the .owner., I certify that I have obtained a copy of the above described dOCUleDt and prOlise in good .faith to deliver it to the lownerl prior to COlleDCeJent. E. CONTRACTOR.S/OWER'S AFFIDAVIT I certify tbat all the inforJation in this application is accurate and that all work will be done in COIpliance with all applicable laws regulating construction, loning, and land developlent. Application is bereby lade to obtain a perlit to do wort and installation as indicated. I certify that DO wort or installation bas CDIeJ1ced prior to issuance of a perli t and that all wort will be perforled to Ieet standards of all laws regulating construction, City codes, loning regulations, and land developleDt regulations in the jurisdiction. I also certify that I understand that the regulations of other goveruental agencies JaY apply to the intended work, and that it is IY responsibility to identify what actions I lust take to be in COIpliance. Such agencies include but are not lilited to: * Departlent of EnvirOllleJltal Regulation - Cypress Baybeads, Wetland Areas and Envirolllelltally Sensitive Lands, Water/Wastewater treatlent * Southwest Florida Water Hanagl!lent District - Wells, Cypress Baybeads, Wetland Areas, Altering Watercourses * ArlY COIPS of Engineers - Seawalls, Docks, Havigable Waterways * Departlent of Health & Rehabilitative Services, EnvirODlental Health Unit - Wells, Wastewater treatJent, Septic tanks * US InvirODJeDtal Protection Agency - Asbestos abateJent I also certify that, if fill .aterial is to be used in Flood ZOoe IAI or IA,etc'I' it is understood that a drainage plan addressing a .cOlpensating volUJeI will be subJitted which is prepared by a professional engineer registered in the State of Florida prior to perlit issuance. ' A penit 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 sball issuance of a perlit prevent the Building Official frOl thereafter requiring a correction of errors in plans, construction, or violations of any code. Ivery peIlit issued shall beCOJe invalid unless the work authorized by such peIlit is OOII8Jlced within sillODtbs of issuance, or if work authorized by the perlit is suspended or abandoned for a period of sil IODtbs after the tile the work is COllleJlced. One 90 day eatension of tile, lilY be allowed for the perlit with fee charge of $15.00. tbe eatension shall be requested in writing to the Building Official. An approved inspection lUSt be logged during each sil IODth period, or the project will be considered abandoned. WAlUlIMG TO 0II1fER: YOUR FAILURE TO RECORD A HOfICE OF COHIlDCEIlIIIt' MAY RESULT 1M YOUR PAYIMG !VICE FOR IHPROVBIIDl'S 'f0 YOUR PROPBRtY. IF YOU IBBID TO OBtlIJf inwC"IKG,. COHSULt WItH YOOR LBIIDBR OR All AnOJUlBY BEFORE RBCORDIHG YOUR HOfICB OF _. JlIIS I/IDIJI 12,5110 II V ~ ~ lOr IIIID 10 RICOIIlIHD POSt' I'~. , SIGlfAtURB: COBRA R StAtE OF FLORIDA coum OF {//1S C-o The foregoing instrument was acknowledged before me this (llu..y .24 , 19.i)..G by 41-l3a.r :5'/I--IS who is personally known to mesr wag bae "8I1u;8. 8S, id.....l.i.!.i\;Cll.i.OIl and who -4M-/did not take~L. ,~tJ> {Sign;g~~e:EAl: 2,~:N (Name Typed, Printed or Stamped) NOTARY PUBLIC J'''g''{I'4'. KATHLEEN J BROWN ~ My OofM'lIsslon CC449029 *~,* ......Apr.oa,l999 ~,., O. ...~ StATE OF PLORIDA coum OF P Asc 0 The foregoing instrument was acknowledged before me this V7J..J-Y ,-29, 19 '1 ~~ by A L'REA?r S / 14..5 who is personally known to me 8~ hS& has p~9'11lieect - ~8 illeuUfi_...lien and who '1IWjdid not take an ~~-<'...-- J. '13tc-r, /'r- (Signature). /../ ,_ K' Ani ~~ AI ~T -B/2cJc -LfA! (Hame'Typed, Printed or Stallped) NOTARY PUBLIC ",,1 PI/#. ~"n~1o KATHLEENJBROWN II My ComrnieSion CC449029 * ' * expw.M Apr. 02. 1~ ~ ~~ ",., OF ,\.f)(f' &~ l!I.>lf.' ~.!,\ \\,~ (1'\ ~ ..,\ '~~ '-O~ ' ~ -J1 Cf"' ~ I 11 ~ -'>_>, . ....-- ~. -........ .~ ~ c:.. C) Q ~o ~~ .~ ~~ ~~ ~~ ~~ ~~ ~ ~ ~ ~ ~...... ....~ V) ~ ~ \'l\ ~ 'c)\~ L'. (\ ~)( ~ .. ~w '-&;" Lv "'l ~'" ~ ~~...... ~ ~. ~ ~ ~'\ ~ I' L'\ ~ ~ b t}~~. ~ t, ~ \ L} ~~,"t ~ ~K ~ ~ ".JI...I ~ ~ ~ ~, .1 ~ . ~~ I~ ~ ~ () ~ ~ t ~f ~ < - <:> ... SlTR "I.AN . (IlP.SIDEHTJAL usa OHLY~ ('AIlCEI. J .Il. l':L s I,:e :210 TWI' ~I IlNt: Md SUUl> ~ o/cf'IJ ULOC~ LOT dtb' ~JJ-. t(A).iJtR ~ HATE 7 --;;L9 -96 1'/l()I'I~IlTY tll:.ASlJll'~I::tH 17, b ~ )( q I J'b )( <;'1 k' 7 b,q. L..~.. ClJllill-:tfl' oWlllms OL6-I1 sr,Ro/YJ , . 1.11 drawings uhall bo dcawn to Bc..l" for all parcol. or lot. fivu acros or le~a. < ~\~b ~ g' 57' .> '10 ~XIS1IN4- (YJl' /31 '- $ )ltJfYJtC :> 7? 9.c ~q'-7 \) \~~ ~ t. ro'rf \' I G\\~ J D'. t ~~\ ~~ JD' ~\ Y' ~ \\D /7' \ ~f) , \ 7~~ ' I I\' rJD Lo~ -I f ..$~D 'Jf t..J\W ('( slim" ALL EXISTlNC AND PRorOSED STRUCTURES CIVU.C DItlEHSION:l AND Sl..'1'11AC'-S, IIL~i.~, lI11HCAl'E MiY llOUJl:::i OF WATt:R AND ROAUW^,tS (INCLUDINC NAliES) ADJACl!X'r TO 'l'IIE PIlOPEIlTY, ltIUICATE. T"f. SIZE, YEJ\Il, N'i\> NAHE OF MOE;:tI.E, SUCII AS 11.' x 60', 198\. FLEETWOOU. ~Ll lIEASEHENU". "RleIlT-OF-WAY" und ~'JURISDICTIONAL LINES", ~Ufl~: be Dhown 011 all sJtP. plans.. ----- UO trOT ENCROACH INTO ANY EASEMENT WITH A STRUCTURE 1I0USE CO"'S'"UC:T10N "'~c: ,"... PROPOSED ,\ODITIOIj ,u~c: I.. ..' ~'.~DIL[ HOME lie TUP I 'UUII'. ,.,. . . of,. .". "If I 1011.1 I' '( . ' , ~.\,,,,~,; ;..,.ij;.":.ti,~'li,.'l" ;;;<1, :'i"'l:'~f)~i"'j'~ . .J ';....I:J .l . . 'I roo :I " . . ., t , . "' .. .. o .. ... ....., .,1, ". 4 . '. /. 0( ...'" ',' .: · . .. . .0' , , I' ~!' '..,;,.,.." 10, .., .,' ~"cl:," ,," ,'0 ,i. . 0' ' ,\~. ~I' ~ . : >'9'~"10' \,~!}~~ "l~;"!,, l.'~"", ,~+tj.~r;I'~":;-rQrI' '.J.-: ., .... . . .. 'J '. \ l' C .... _ ~ . u' .~, ~ hh..... U' g :: u' I~ : I.-Itll.., ~ - -; h..... ~..... ,- : s.... t- , ...,1 ~ ~, , l" '0' .0' PI" J. 00' I ! I I, sllr.l'l.ll\:rn 11040 H'W, II OAO HAW' 110'0 I"W( . ACE ALUMINUM Job No, Phone: (8131 782-2616 '-- ACE AWMINUM 38S25 2nd Ave. ZEPHYRHILlS, FL 33540 782-2616 SOLD TO SL1AJf(I,;"~ //{J/4.-f/A/Cr ADDRES5~tJr-I'? ...S>PL5~ L../}WANDA )..tJOP SHIPTO 'Z; PI! f-RftLJ r-/. J...;>S-oi-// DATE ?-~-- PHONE 7J>.3-C,[)f? CD~C~€-IFf-- - DP- (J ~vJA '-! - S"7b"pr JY K b X 'i?" S"' tf E:f.) /DX 7 tI!X>OF C//,,I//C,o I: ) ,x ) '/ ~#7/o /-2. x ./ b c. A- R j) D tR--r- PERMIT PRICE TAX ~, '8neaa~ to pay TOTAL PRICE &..:? 9CJ. 00 ./ yse und ,.- I STAl~ INFUl N COMPLETION DEPOSIT '-- Rep. /lJjf)~ " Customers Sipture BALANCE C.O.D, ATTACHED ALUMINUM COVERS -- SEAlANT ~ '5' HEADER EXTRUSION ~ ~ 68 x 9/16" TEK SPACED AT ~ ____ 8" O.C. BOTH SIDES ___ SEAlANT 610 x 1-1/2. S,M,S, OR WOOD WOOD SCREw (1) PER RAFTER OR TRUSS TAIL EXISTING TRUSS OR RAfTER 610 X 3/"'" S.M,S, OR WOOD SCREW SPACED AT 12" O.C, 3. ROOf PANEL EXISTING fASCIA '--../ ~, ~:' ___-ar.iUI.U.. SEAlANT ~ J' HEADER EXTRUSION ~ ~ fi8 x 9/16" TEK SPACED AT ~ ____ fi O,C, BOTH SIDES ___ SEAlANT fOR MASONRY USE 1/"''' x 1-1/4" TAPCON ANCHOR OR EQUAL SPACED AT 24" O,C, FOR WOOD USE 110 x 1-1/2" S,M,S, OR WOOD SCREWS AT 12" O,C, J" ROOF PANEL EXISTING HOST STRUCTURE WOOD FRAME, MASONRY OR OTHER CONSTRUCTION ---- ROOF PANEL TO FASCIA DETAIL ROOF PANEL TO WALL DETAIL NOES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB-FASCIA FRAMING WHERE POSSIBLE ONLY 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUns / SUB-FASCIA AND THOSE AREAS SHAU HAVE DOUBLE ANCHORS, AlL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MIN, 1-1/4. WASHERS OR SHALL BE WASHER HEADED SCREWS HO~;T STRUCTURE OR FASCIA AND SUB-FASCIA CONNECTION REQUIREMENTS LOAD CONDITIONS GLASS ROOMS WIND VELOCITY LOADS DEAD + UVE LOADS HOST STRUCTURE 102 MPH 110 MPH 120 MPH 22 II/SF .32 II/SF 5711/SF 1. CONCRETE 1/4"x1-1/8" 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 t.1PH 120 t.1PH 22#/SF.32 #/SF 57#/SF .1. CONCRETE 1/4"x1-1/8" CONCRETE SCREWS @ 12" O.C.----->2 @ l' O.C, 2. WOOD FRAME 1/4"x2" LAG SCREWS @ 12" O.C.--------->2 @ l' O.C. '-.J SFUCE TO BE LOCATED 1/+ TO 1/3 BEAM SPAN AND ST AGGERED EACH SIDE Of SElf MJI TlNG BEAM r- d-.50. --r- d-.50.1 + + + + + + + + DENOTES SC EW PATTERN NOT NUMBER Of SCREWS 1. MAX. BE Alol SPUCE SHAlL BE WIN, 01 d-.50. HEIGHT AND 2 (d-.50.) IN LENGTH MIN, SCREWS PER SPUCE TOrA!.. / SIDE Of SPUCE 2" x ",. 4/2 2. x 5. 4/2 2' x 6 "'/2 2' x 7. 6/3 2' x 6. 6/4 2' x 9. 10/5 ~I :"0 J d = HEIGHT OF BEAM + + + + + + + + I" MAX, PLA TE TO BE SAME WAU THICKNESS AS BEAM PLATE CAN BE INSIDE OR OUTSIDE BEAM OR LAP CUT TYPICAL BEAM SPLICE DETAIL LAWRENCE E. BENNETT, P.E. CIVIL ENGINEER A DEVELOPMENT CONSUU'ANT P. O. BOx 4368 SOUTH DAYTONA, FL 32121 PHONE 1 (904) 767-4n4 FAX' 1 (904) 767-6556 , ......J o COPYRI3HT, 1996 NOT TO BE REPRODUCED IN WHOLE OR IN FP.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. ,.., 44 ATTACHED 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'-10" 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 CONSUI.J'ANT P. 0, BOX 4368 SOUTH DAYTONA. FL 32121 PHOHE 1 (004) 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, I~E, 3 47 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 CHANNa x .t. "t" IS THICKNESS OF REQUIRED POST 3/B. x 3-1/2. BOLT BO L8, 2500 PSI CONCRETE PRE-t.lIX 3"x3. BASE ~ "I ,., 1 16. 1 ALUMINUM CONVENTIONAL CONSTRUCTION PORCH POST CONNECTION POST IN CONCRETE w/ 14 . BAR 12" LONG POURED CONCRETE REFER TO TABLE 5 3" lC 3" POST T1.JRN BOLTED TO ANCHOR RISER '--" > ~ , LL-1Y 2-3/4" lC 2-3/4. lC 2-1/2" LONG x 1/8" T1.JBING WELDED CONNECTION Cl 1/4. TAPCON lC 1-1/2" 12" ~, 12. lC 1/4. PLATE T 2'-0" MIN, BEFORE SLOPE 3-1/2" CONC. SLAB BASE ANCHOR CONNECTOR FOR POST TO SLAB CONNECTION NOTE: IF LOCAL BUILDING DEPARTMENT HAS A MINIMUM FOOTING SPECIFlCA TION. THAT MINIMUM SHALL SUPERCEDE THESE PLANS, ISOLATED FOOTING f . ) :;:JLL~.'",ji;., {;. (1) 64 BAR CONT, NOTE: FIBER MESH CONCRETE DOES NOT REQUIRE WIRE MESH . "L" j, "'I' ,/" N II', ~ - 8" STEEP SLOPE FOOTING > 1'-,10. FLA T SLOPE / NO fOOTING MODERA TE SLOPE FOOTING o - 2./12" 2"/12" _ 1'-10" ,'IOTE: NO fOOTING EXCEPT WHEN ADDRESSING EROSION MIN. 2500 P,S.I. CONCRETE W/ 6 x 6 - 10 lC 10 WELDED WIRE MESH OR FIBER MESH CONCRETE SLAB DETAILS ADDRESSING EROSION '- LAWRENCE E. BENNETT, P.E. CIVIL ENOJNEER &: DEVELOPMENT CONSUlTANT P. O. BOX 4368 SOUTH DAYTONA. FL 32121 PHONE 1 (904) 767.4n4 fA)( /I 1 (904) 767-6556 C COPYRIGHT. 1996 NO r TO BE REPRODUCED IN WHOLE OR IN FJl.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E, BENNETT, P.E, " .:l 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 1 1 3 65 12'-10" 2,700 150 123 1 13 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 1 7' -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 1 7'-1 0" 2,268 126 103 95 71 41 3"x 3"x 0.125"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 0.125"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 . ALLOf 3105 H16 1. THE SMALLER ROOF AREA OF LIVE + DEAD LOAD AND WIND LOAD SHALL GOVERN. , TABLE 5 ISOLATED FOOTINGS UPLIFT LOADS FOOTING TYPE & SIZE POURED CONCRETE 1'-0"X l'-O"X 1'-0" 1 '-4"X l'-4"X 1'-4" l' -6"X l' -6"X 2'-0" 1'-8"X 1'-8"X 2'-0" 1 '-8"X l' -8"X 2'-6" 2' -o"X 2' -O"X 2'-0" 2'-6"X 2'-6"X 2'-6" PRE-CAST SLAB WI 80. SACK-CRETE & BACKFILL OVER SLAB 1'-4"X 1'-4"X 2'_4" MAXIMUM ROOF AREA IN SF FOR CARPORT POST WI ISOLATED FOOTING FOR BELOW LISTED WIND VELOCITY 100 MPH 110 MPH 120 MPH 29 25 21 86 72 61 163 136 116 187 156 134 275 229 196 346 288 257 463 386 331 117 97 56 LAWRENCE E. BENNETT, P.E. CIVIL ENGINEER & DEVELOPMENT CONSUlTANT 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 flt.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E, BENNETT. P.E. 3 52 ATTACHED ALUMINUM COVERS --, TABLE 2 MAX. ROOF BEAM SPANS FOR CARPORTS, SCREEN & VINYL ROOMS AND OTHER OPEN STRUCTURES WI SOLID ROOFS 6063 T-6 ALLOY EXAMPLE: FOR SPAN ..~' 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"TILT BEAM OR 2"x 3"xO.OSO"EXTRUSION 5 'B'-l- 6'-r 9'-0- 6 '7'-4- 6'-0- 8'-3- 7' 6'-10- 5'-6- 7'-6- 8 6'-5- 5'-2- 7'-2- 9' 6'-0- 4'-11- 6'-9- 10' 5'-B- 4'-B- 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' g'-g- 6' B'-ll- 7' 8'-3- a' 7'-9- 9' 7'-3- 10' 6'-11- 11' 6'-7- 12' 6'-3- 2"x 4"x O.044"x 0.120" S.M.B. 5' 12'-10" 6' 11'-a" 7' 1 0'-10- 8' 10'-1- 9' 9'-6- 10' 9'-1- 11' 8'-8- 12' a'-3- 2"x S"x 0.050"x 0.120" S.M.B. 5' 15'-2- 6' 13'-10" 7' 12'-10" a' 12'-0- 9' 11'-3- 10' 10'-B- 11' 10'-3- 12' g'-g- 2"x 6"x O.OSO"x 0.120" S.M.B. 5' 17'-Z' 6' 15'-8- 7' 14'-6- 8' 13'-7" 9' 12'-9- 10' 12'-1- 11' 11'-1- 12' 10'-3- EXAMPLE a'-o- 7'-3- 6'-9- 6'-3- 5'-11- 5'-r 5'-4- 5'-0- 10'-5- g'-6- a'-10- B'-3- 7'-9- 7'-5- 7'-0- 6'-9- 12'-4- 11'-3- 10'-5- g'-g- 9'-2- 8'-9- 8'-4- 8'-8- 14'-0" 12'-9- 11'-10- 11'-1. 10'-5- 9' -11- 9'-5- g'-O- 10'-11- 1 0'-0" 9'-:'3- a'-8- 8'-1- 7'-9- 7'-4- 7'-0- 14'-4- 13'-1- 12'-1- 11'-4- 10'-a- 10'-1- g'-a- 9'-3- 16'-11- 15'-6" 14'-4- 13'-5- 12'-8- 12'-0- 11'-5- 10'-11- 19'-2- 17'-6- 16'-2- 15'-2- 14'-3" 13'-7" 12'-11- 12'-4- a'-l- 7'-4- 6'-10- 6'-5- 6'-0- 5'-a- 5'-5- 5'-2- g'-g- B' -11- 8'-3- 7'-9- 7'-3- 6'-11- 6'-7- 6'-3- 12'-10" 11 '-a- 10'-10- 10'-1- 9'-6- 9'-1- 8'-a- 8'-3- 15'-2- 13'-10" 12'-10" 12'-0- 11'-3- 10'-8- 10'-3- 9'-9- 17'-2- 15'-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- B'-ll- B'-l- 7'-6- 7'-0- 6'-B- 6'-3- , ~6'-o- 5'-9- 11'-3- 10'-8- 9'-11- 9'-3- 8'-B- a'-3- 6'-10- 7'-6- 13'-10" 12'-8- 11'-a- 10'-11- 10'-4- 9'-9- g'-4- 8' .11- 15'-B- 14'-3- 13'-3- 12'-4- 11'-8- 11'-1- 10'-6- 1 0'-1- ----- LAWRENCE E. BENNETT, P.E. CIVIL ENGINEER .t DEVELOPMENT CONSUU'ANT P. O. BOX 4368 SOUTH DAYTONA, FL 32121 PHOHE 1 (904) 767-4n4 FAll . 1 (904) 767-6556 C COPYRIGHT, 1996 NOT TO BE REPRODUCED IN WHOLE OR IN Al.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNEn P.E, 3 49 ATTACHED ALUMINUM COVERS SEE CONNECTION DETAIL 2. II .." LUMBER TOP PLATE WITH ROOf w U 2. x 2" x 0.044. ALUMINUM OR ::E 0 0 2. It .." AT 2... O.C. LUMBER J: . w v -' N W I- SHEATHING: 1/2" PLYWOOD OR 0 -< ::i STRUCTURAL GRADE THERMAL PLY VI Cl 0 WITH SlDlNC z ::) 1= l- V} II) x ..... .... " / 2" x .." P. T.P. PLATE w/ J/S. x . "-1/2. CONCRE:TE ANCHORS N SEE CONCRETE DEl AILS SECTION THROUGH UTILITY ROOM SEE CONNECTION DETAIL 12. x PAN (SEE CHARTS) USE 'W' TO SELECT PAN fOR REQUIRED SPAN 2" x 2. x 0.0""" ALUMINUM OR 2. x .." AT 2.." O.C. LUMBeR w ::E o :c .... .... w o :::t: Cl Z 1= VI X w SHEA THING: 1/2" PLYWOOD OR STRUCTURAL CRADE THERMAL PLY WITH SIDING "Wl. VARIES fOR FRONT BEAM USE 'L':;:W/2+0,H. SHED IS fRAWED WALL A IT ACHED TO HOST STRUCTURE 1/2" l-BOlTS fOR 2" II 4. P,T. PLATE OR CONCRETE ANCHORS AT "'-0" D.C. / SEE CONCRETE'DETAllS UTILITY SHED AND CARPORT WALL SECTION NOTES: 1. ANCHOR PANS TO HEADER CHANNEl WITH (3) 110 x 1/2" S.W,S. W/ WASHER. 2. ANCHOR PANS TO ROOf BEAMS WITH (J) 110 x 1/2" S,t.l.S. W/ WASHER. J. ANCHOR COLUMN TO CONCRETE fLOOR WITH 2-1/4" II J" CONCRETE ANCHORS. 4. ANCHOR COLUMN TO BASE PLATE WITH 1-1/4. S,S. BOLT LAWRENCE E. BENNETT, It.E. aVlL 1iN000EER ok DEVELOPMENT CONSULTANT P. O. BOX 4368 SOUTH Qt.YTONA, FL 32121 PHOHE 1 (004) 7tj]~n4 fAX , 1 (004) 767.6556 o COPYRIGHT, 11196 NOT TO BE REPRODUCED IN WHOLE OR IN ~RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNm P.E. I '-.J .J , "--"" 3 40