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Home My WebLink About96-5950 BUILDING PERMITNo CITY OF ZEPHYRHILLS Permit. (813) 788-6611 ~~595Qb Date 6 -;;2...5. --7 -b ELECTRICAL PLUMBING MECHANICAL Sewer Conn Water Conn: ::::::,~:~:s ~ ~ ~1 LL~, . Pc., T' Parcell.D. # J'I-;;l.h -;)../-01 /;, 0 - CJ c/ 0 '-' 0 ~ e"J.3 Sf 0 Zoning: Energy Code: Radon Gas: ~~.3 t, Description of Work ~~,./ {~~ Water Meter: T.I.F.'s: NO OCCUPANCY BEFORE C.O. FINAL DATE Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. c.o. DATE City License Registration # State Certified License# 8-3 Permit Fee Signature Company Address Telephone# Inspector Valuation or Contract Price "s''' 6 0 o. o--v OP~ ag~ BUILDING ELECTRICAL Ft.. 7 I /Y P:LL Tp. Se.,,_ Pre SLB ''/ ...ifIP1t { Rough In Lintel Meter Can FRM. Const. Pole Insul. CL Pool WL Pre-Meter Final Driveway 1/1."-'1' Ii' '-~ PLUMBING - MECHANICAL SLB Tub Set Water Sewer Final Breakers Ducts Insl. Compressor Final REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($15.00) shall be made for each trip for each trade: a. Wrong Address b. Condemned work resulting from faulty construction. c. Repairs or corrections not made when inspection called. d. Work not ready for inspection when called. e. Permit not posted on job site. f. Plans not at job site. g. Work not accessible. The payment of inspection fees shall be made before any further permits will be issued to the person owning same. APPLICATION FOR PERKIT CITY OF ZEPIIYRBILLS BUILDING DEPARTKENT OWNER'S NAHE S IJ/YJ '-$ G{)- OWNER'S ADDRESS Lt)T-3~ .d'J'()1J9" 1.. ,lJW/f)/LJA AtJOJO JOB ADDRESS Si9I'J.E PHONE 7[>3 ?'btJJ''l LEGAL DESCRIPTION: LOT(S) BLOCK...--SUBDIVISION PARCEL LD.' /1/-;2t -;).j- ~/6tJ-.o~- t?J~LJ (OBTAIN FROM PROPERTY TAX NOTICE) WORK PROPOSED: ~ew Construction ----Addition ---..Alteration __epair _Install _Sign --1fove _Deaolish ~ PROPOSED USE: ___S~eF_ily --1!f./F _' of Units --1!f./B ___ec-ercial _Indust. ___Swia. Pool _Other __estaurant Ii Health Departaent Approval DESCRIPTIOR OF WORK: Ct/vc'~LrE '- ..5'H$f) - c.:/1~/"O/L.,--r- rorA c..- BUILDING SIZE: /..2xYx /2 . ~...?~ Square Feet, 9 n'j~~ight RESIDENTIAL: ATTACH (2) PLOT PLANS Ii (2) SETS OF BUILDING PLANS Ii (1) SET ENERGY FORMS. COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS Ii (1) SET ERERGY FORKS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. PERMITS REOUESTED V ~UILDING $ ~Dt).oo Valuation of Total Construction ___ELECTRICAL AIIP Service Florida Power Corp. W.R.E.C. -lIECBAIIICAL $ Valuation of Mechanical Installation ___PLUKBIRG GAS ROOFING SPECIALTY ' TYPE OF CORSTRUcnON: ___Block ___Fraae ___Steel Other FIllISHBD FlOOR ELEVATIORS: Fl. IS PROJECT IR FLOOD ZOO AREA? YES NO .......................................... Signature CONTRACTOR SECTION ~ ,," .. cdttPARY /TL:.E-/TLtI.&I. 'l' ~/J State Cert. or Resist. t CRe"'3</6J"D ~ ~ City License Registration . ;.r~ , .......................................... BIITlDER RT.RCTRICIAR COMPANY State Cert. or Regist. . City License Registration . .......................................... SianAture PLUKBER Signature COMPANY State Cert. or Regist. . City License Registration . .......................................... MECHANICAL COMPANY State Cert. or Regist. . City License Registration . .......................................... Signature OTRRR COMPANY State Cert. or Regist. . Signature City License Registration . .......................................... APPLICATIOB Al'PIllIVBlI BY ~ ~M~'\I::::., PI!RIIlT OFFICER. CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS 'I'be undersigned understands that this pel'lit JaY be subject to "deed restrictions" wbich JaY be lOre restrictive than City regulations. 'I'be undersigned asSUles responsibility for COIIpliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner has hired a contractor or contractors to undertake work, they tay 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 lisdelM!illlor violation under state law. If the owner or intended contractor are uncertain as to wbat licensing requirl!lents laY apply for the intended work, they are advised to contact the City of Zephyrbills Building Departlent, (813) 788-6611. Furthel'lOre, if the owner bas hired a contractor or contractors, he is advised to bave the contractor(s) sign portions of the "Contractor Sections I of this application for wbich 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 wisbes you to sign as contractor that JaY be an indication that be is not properly licensed and is not entitled to pertitting 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 - HoIemmer's Protection Guide" prepared by the Florida DepartJent of Agriculture and ConsUlleI' Affairs. If the applicant is SOEOne other than the "owner", I certify that I have obtained a copy of the above described docUllellt and prOlise in good faith to deliver it to the "owner" prior to COllenCl!leIlt. E. CONTRACTOR'SjOWNER'S AFFIDAVIT I certify that all the inforaation in this application is accurate and that all work will be done in COIIpliance with all applicable laws regulating construction, loning, and land developlent. Application is hereby lade to obtain a pel'lit to do work and installation as indicated. I certify that no work or installation bas C08enced prior to issuance of a perlit and that all vork will he perforJed to Jeet standards of all laws regulating construction, City codes, zoning regulations, and land develOpJellt regulations in the jurisdiction. I also certify that I understand that the regulations of other gOYl!IDIl!Iltal agencies laY apply to the intended vork, and that it is If responsibility to identify wbat actions I lUSt take to be in COIpliance. Such agencies include but are not 11lited to: t DepartJent of EnvirOl1leDtal Regulation - Cypress Bayheads, Wetland Areas and Enviro1lleJltally Sensitive Lands, Water/Wastewater 'I'reatlent t Southwest Florida Water Hanagl!ll!l1t District - Wells, Cypress Baybeads, Wetland Areas, Altering Watercourses t AIIY Corps of Engineers - Seawalls, Docks, Navigable Waterways t DepartleDt of Health i Rehabilitative Services, EnvirOl1leDtal Health Unit - Wells, Wastewater 'I'reatJent, Septic 'I'anks t US EnvirOllleDtal Protection Agency - Asbestos abatl!ll!l1t 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 "COQenSating wlllle" will be sublitted which is prepared by a professional engineer registered in the State of Florida prior to pel'lit issuance. . A pel'lit 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 pel'lit prevent the Building Official frOl thereafter requiring a correction of errors in plans, construction, or violations of any code. Every pertit issued shall becoIe invalid unless the work authorized by such PeI1lit is COIIeJlced within sil IODtbs of issuance, or if work authorized by the pel'lit is suspended or abandoned for a period of sillODtbs after the tile the wort is co.eoced. One 90 day extension of tile, laY be allowed for the peI1lit with fee charge of $15.00. 'I'be extension shall be requested in writing to the Building Official. An approved inspection lUSt be logged during each sil IODth petiod, or the project will be considered abandoned. WARKING ro OWNER: YOUR FAILURE ro RECORD A MoriCE OF C(JlHDCEHm HAY RESUL! IN YOUR PAYING DICE FOR IHPROVEMD'I'S ro YOUR PROPER'I'Y. IF YOU lJmD ro OB'l'AIH iIl'UC'IKG, COISUL'I' WI'I'B YOiJR LDDIR OR 1H A'I"I'ORREY BEFORE RlCORDIHG YOUR HorICE OF llIIIIDCIlIIlII. JOIIS IJIIDIR 12,500 II YILIII 00 IIlr IIlID 10 REClIIID lID PIIS! A .~.. ~_.. ~ SIGJIA'I'URt: R OR ~ SIGIA'I'URI: COURACIO S'I'A'I'E OF FLORIDA coum OF PIl,Sco The foregoing instrument was acknowledged before me this JUlJE 4f , 19 ~ by /li...8~~r Sf US who is personally known to me er wile Itas- predaeed as ideAtifieaLluD and who ~/did not take ~~ J3h~ (silture) /Y/l77~I!-~ v: .l3RoA/;V (Name Typed, Printed or Stamped) NOTARY PUBLIC ,.11' PilI. <1>'\ ~ <'''.. KATHLEEN J BROWN ~Wh ~ * My Commission CC449029 * ' ~; EJcplres Apr. 02. 1999 ".~ ~ ~t Of f\.O": """l PIl4.(. -.'" fi ~ ~W: "~t Of f\.()~ KATHLEEN J BROWN My Commislllon CC449029 Expires Apr. 02,1999 " ~~ ~ , ~~ l: ?:' (') ~~ U. ~ ~~ C\b ~t) ~~ f\~ ~ (')\ ~~ ~~ ~t ~~ ~ 1:'1\ ~ ., ~ ~6' ~~ ~~ ~ '\ ~ ~~ K ~ .t;, ~'- ~\ ~~ "1 I ~ I ~ ~ I I ~I I I I ~I I J ~. ~..~ o -C .... 0(\ .---:;:> ( ~... ~~ ~ ~ ~ ~Gv [\ 1'\) ~ '><. ~ r." ~t..Jtv vv tv ~~ ~ ~~~ ~ 'b ~ ~. ~ ~~~~~ h)~~lr\~ ~~~ 'r} ~ ~\, ~ ~ 'v ~ 'h ~ l.J ~\-. ~ ~ ~ . ~ ~ ~ ~ ~ c..-. I~~ . (\ " \". ~ .~~ h, ~~ ~ ~~ ~~ ~'-\ "I~ $v .6' 1\ , \), ~ Vl ~ \ ~ ~ I\:: b: " f I~ ~ C , .. t I I I \ S lTP. "I.AN . (ILP.5lDEHTUL USE OHL.'t~ l'I\IlCEI. I.ll. .ti. ~; El: 1'1I01'I~JlT), tllJ\SUlll~l..:tff .J.i. ;(/ '1"\1 'I JlUt; /DL. ";X J>-t) · tJ /6& > SUUU /Jtl t!JtfJo - UL.UCK COHill':':T UWtll!.HS S' /7 /YJ . 1.. ,E{;{!r l>h'l' E oJYt? LOT ']'-1~1 UNbct? RtJoP ~-3-9t. .. - ., ,\11 "rowlnlt::l ohu11 bu drawn to .c..In for .11 parcolll or lot. f he acrus or leua. < I tJ6 ' ) f /3' ------.... .( roC; ,EX/ S'/"/A/Cr /"J IJ /31 L j[ >t )7 ~/'[, "~ 1 Po' ./1' . i.> ~ ~-J'.~ t'l\ ~oO'v-- . 1 .( . ,~~ JP (}- \- f ~~-{ :JD' \~fJ- 'Q~ ~ .zlJr- 3,-/ -:;? CJ ) I L.IlW/fAJ.D/J l.dOP SIIOW I\LI. F.XlS'l'lNC AND PROrOSED STRUCTURES CIVlJIC DDi.ENSION:l AND SL'1'l1AC~S. IIL~;.~, lllUlChTE Mi'i 1I0Un:~i OF \4ATf:R AND ROoWWAYS (INCL.UDWC NhHES) ADJACm\'C TfJ TilE 1)1I0PE.Il'l'Y. ltIUIC^'I'~ T"f. 51Zf., YEJ\Il, Nil> "/\ME Of HO~:tI.EI SUCIl AS 1'2.1 x 60'. 196\. FLEETWOOU. ~ II "EASE~IEN1S" f "RlGlIT-OF-WAY" und ~'JUJllSDICTlONAL LINES". alUII~: bo ahown on all a11:p. plant). 1)0 /101' ENCROACH INTO ANY EASEMENT WITH A STRUCTURE 1I0US( CONSTRUCTION .,.~.: .10,... PROPOSEO AOOITIO~ ".\'1: .-. .,' ....~DIL.[ 1I0ME SOuP I .,...... I.. ,,,. . 1 ' .:.: f~.j ....... i -.:'..~...i'!",. ~~. :~';~"\\~'';O''t~~~J~~ :I\t-...I I .. 1r. .." :.;1 J' . . .. 0: .. .. <> .. ,u, 160 '1.1 ... , - i - ; . ~ :! . ~I"I... iu. o .. ,. . .. '0' .0' ".. J- aD' . !. 1t0AD HA", 1101.0 H..... IIchll ....... . s 11 ("I' \.1 II ~ (' l~ ACE ALUMINUM Job No. Phone: (813) 782-2616 . ACE AWMINUM 38S25 2nd Ave. ZEPHYAHILlS. FL 33540 782-2616 SOLD TO Stji.JlhS'L ADDRESS 1.. [) 7- 2 t/ -..?? c;' / I SHIPTO ZE /3# y~ JI/L L.<: DATE b-?- 91.- PHONE ?<F'3 - htJ.P? )J(')/Ar ItJ&- /.IJ W,1/l/tJ4- .J.. oOP //, ?35'~/ C C) A.J C ~ ~ 7~ - /-,tJi) 17i:e..S- - srL'",oJ - LJf(./ t.I ~ tV/} Y /~ /< P ...r- /2- s#fLJ /.fX J?''' RLJQ? D/fPEIJ ./ d/~:;;'9 C/}.R- ~t'J 1C-7 PERMIT PRICE TAX ~_. d' ---e<n TOTAL PRICE Ul: o 0 Oc) .....- .;: un ,gn a-~ to pay .' / I ST AL R:S IN FUL N COMPLETION DEPOSIT '--' lep. A:~~ BALANCE C.O.D. ATTACHED ALUMINUM COVERS SEE CONNECTION DETAIL 2. . ... LUMBER TOP PLATE WITH ROOf w 0 2. x 2- x 0.0"". ALUMINUM OR ::li 2. x ..- AT 24. O.C. LUMBER a 0 J: . .... . ...J "" iii ~ SHEAlliING: 1/2- PLYWOOD OR a < ::li STRUCTURAL GRADE lliERMAL PLY I/) C> 0 WITH SIDING z ::l 1= ~ I/) III x . w ..,. .. / 2. x 4- P. T.P, PLATE wI 3/8. II . 4-1/2. CONCRETE ANCHORS N SEE CONCRETE DETAILS SECTION THROUGH UTILITY ROOM SEE CONNECTION DETAIL 12. II PAN (SEE CHARTS) USE 'y( TO SELECT PAN fOR REQUIRED SPAN 2. II 2. II 0.0""- ALUMINUM OR 2. . ... AT 24. O.C. LUMBER w ~ a J: .... ...J iii a ::li C> z 1= I/) x w SHEAlliING: 1/2. PLYWOOD OR STRUCTURAL CRADE THERMAL PLY Willi SIDING -W'- VARIES fOR FRONT BEAM USE 'L'..w/2-tO.H. SHED IS fRAMED WALL ATTACHED TO HOST STRUCTURE 1/2- L-BOLTS fOR 2. II 4. P.T. PLATE OR CONCRETr ANCHORS AT 4'-0" D.C. / SEE CONCRETE. DETAILS UTILITY SHED AND CARPORT WALL SECTION NOTES: 1. ANCHOR PANS TO HEADER CHANNEL WITH (3) lID II 1/2- 5.101.5. WI WASHER. 2. ANCHOR PANS TO ROOf BEAMS WITH (3) lID II 1/2. 5.....5. WI WASHER. J. ANCHOR COLUMN TO CONCRETE fLOOR Willi 2-1/4. . r CONCRETE ANCHORS. 4. ANCHOR COLUMN TO BASE PLATE WITH 1-1/4- 5.S. BOLT LAWRENCE E. BENNETT, P.E. ovn. ENCllNEmt .I'< DfiVELOPMI.iNl' CONsucrANT P. O. BOX 4368 SOUTH DAYTONA. FL 32121 ,-.; 1 (904) 767-4n4 fAX . 1 (904) 767-<<15511 G COPYRIGHT, 1996 NOT TO BE REPRODUCED IN WHOLE OR IN ~RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E. J J 0....../ 3 40 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. 1 ' O. H. 2' O. H. 3' O. H. 3"x 0.026" 100 MPH W. L. 15'-11" 16'-1" 16'-5" 1 7'-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, ".E. CIVIL ENGINEER &; DEVELOPMENT CONSUU"ANT P. O. BOX 4368 SOUTH DAYTONA, Fl 32121 PHONE 1 (904) 767-4774 FAX' 1 (904) 767-6556 C COPYRIGHT, 1996 NOT TO BE REPRODUCED IN WHOLE OR IN R\RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P E. 3 47 ATTACHED ALUMINUM COVERS BlE 2 continued MAX. ROOF BEAM SPANS FOR CARPORTS, SCREEN & VINYL ROOMS AND OTHER OPEN STRUCTURES WI SOLID ROOFS 6063 T-6 ALLOY BE~l\M SIZE BEAM SPAN FOR DESIGNATED LOADS BEAM LIVE LOAD WIND LOAD LOJ\D WIDTH 22#/SF 32#/SF 100 MPH 110 MPH 2"x l"x 0.062"x 0.120" S.M.B. 6' 17'-fr 7' 16'-6" 8' 15'-5" g' 14'-6" 10' 13'-9" 11' 13'-1" 12' 12'-7" 13' 12'-1" 14' 11'-8" 2"x 7"x 0.062"x 0.135" S.M.B. 6' 18'--4" 7' 17'-0- 8' 15'-11- g' 15'-0- 10' 14'-10" 11' 13'-7" 12' 13'-0- 13' 12'-6" 14' 11'-7" 2"X a"x 0.072"x 0.224" S.M.B. T 21'-9" 8' 20'-4- g' 19'-2" 10' 18'-2" 11' 17'--4- 12' 16'-7" 13' 16'-0- 14' 15'-S" 2"x I)"x 0.072"x 0.224" S.M.B. 7' 24'-2" 8' 22'-7" 9' 21'-4" 10' 20'-3" 11' 19'-3" 12' 18'-5- 13' 17'-9" 14' 17'-1" 2"x '!)"X 0.072"x 0.310" S.M.B. . 7' 26'-11- 21'-11" 30'-1" 26'-11- 8' 25'-2" 20'-6" 28'-2" 25'-2" g' 23'-9- 19'-4" 26'-6" 23'-9" 10' 22'-6" 18'-4- 25'-2" 22'-6" 11' 21'-5" 17'-6" 24'-0- 21'-5" 12' 20'-6" 16'-9" 22'-11- 20'-6" 13' 19'-9" 16'-1" 22'-1" 19'-9" 14' 19'-0" 15'-6" 21'-3" 19'-0" 1. THE SMALLER SPAN FROM THE L.L. OR THE WIND LOAD TABLE GOVERNS. 14'-6" 13'-5" 12'-7" 11'-10" 11'-3" 10'-9" 1 0'-3" 9'-10- 9'-6" 15'-0- 13'-11" 13'-0- 12'-3" 11'-7" 11'-1" 10'-7" 10'-2" 9'-10- 17'-9" 16'-7" 15'-8" 14'-10- 14'-2" 13'-7" 13'-0- 12'-7" 19'-9" 18'-6" 17'-5" 16'-6" 15'-9" 15'-1" 14'-6" 13'-11" 19'-11" 18'-5" 17'-3" 16'-3" 15'-5" 14'-8" 14'-1" 13'-6" 13'-0- 20'-6" 19'-0- 17'-9" 16'-9" 15'-11- 15'-2" 14'-6- 13'-11" 13'-5" 24'-4- 22'-9" 21'-6" 20'-4" 19'-S" 18'-7" 17'-10" 17'-2" 27'-0" 25'-3" 23'-10" 22'-7" 21'-6" 20'-8" 19'-10" 19'-1" 17'-9" 16'-6" 15'-5" 14'-6" 13'-9" 13'-1" 12'-7" 12'-1- 11'-8" 18'-4" 17'-0- 15'-11- 15'-0" 14'-3" 13'-7" 13'-0" 12'-6- 11'-7" 21'-9" 20'-4" 19'-2" 18'-2" 17'-4" 16'-7" 16'-0- 15'-5" 24'-2" 22'-7" 21'-4" 20'-3" 19'-3" 18'-5" 17'-9" 17'-1" --../ 120 MPH 16'-3" 15'-0" 14'-1- 13'-3" 12'-9" 12'-0- 11'-6" 11'-0- 10'-7" 16'-9" 15'-6" 14'-6- 13'-8" 13'-0" 12'-4" 11'-10" 11'-5. 10'-11- 19'-11" 18'-7" 17'-6" 16'-7" 15'-10" 15'-2" 14'-7" 14'-0" 'J 22'-1" 20'-8" 19'-6" 18'-6" 17'-7" 16'-10" 16'-2" 15'-7" 24'-7" 22'-11" 21'-8" 20'-6" 19'-7" 16'-9" 16'-0" 17'-4" LAWRENCE E" BENNETT, P.E. CIVlL ENGINEER '" DEVELOPMENr CONSUlXANT P. O. BOX 4368 SOUTH DAYTONA. FL 32121 PHONE 1 (904) 767-4n4 FAX. 1 (904) 767-6556 ./ "---.I o COPYRIGHT, 1996 NOT Te, BE REPRODUCED IN WHOLE OR IN ~RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. RE. 3 50 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' .1 0" 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'.10" 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" 2,268 126 103 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 · ALLOf 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 W/ISOI:.ATED FOOTING UPLIFT LOADS FOR BELOW LISTED WIND VELOCITY FOOTING TYPE & SIZE 100 MPH 110 MPH 120 MPH POURED CONCRETE l'-Q"X l'.O"X 1'-0" 29 25 21 l'-4"X l'-4"X 1'-4" 86 72 61 l'-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'-Q"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 l'-4"X "-4"X 2'-4" 117 97 56 LAWRENCE E. BENNETT, P.E. CIVIL ENGINEER &; DEVELOPMENT CONSUlTANT P. O. BOX 4368 SOUTH ~YTONA, FL 32121 PHONE 1 (904) 767-4174 fAX It 1 (904) 767-6556 C COPYRIGHT, 1996 NOT TO BE REPRODUCED IN WHOLE OR IN B\RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. RE. 3 52 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 .t. IS llllCKNESS OF REQUIRED POST BO LB. 2500 PSI CONCRETE PRE-MIX 1- ~ I ,.., ,4 .' . 4 ....4. . . . .4 1 16. 1 3.x3" BASE ALUMINUM CONVENTIONAL CONSTRUCTION PORCH POST CONNECTION POST IN CONCRETE wi 14 . BAR 12" LONG POURED CONCRETE REFER TO TABLE 5 3. x 3" POST TURN BOLTED TO ANCHOR RISER r l 2-3/4. x 2-3/4. x 2-1/2" LONG x 1/8. TUBING WELDED CONNECTION "'---'" > , ~ 1- L -1 "'l/ 1~30LA TED FOOTING 12" x 12. x 1/4. PLATE T 2'-0" MIN. BEFORE SLOPE l' , :, .' ,;" ~.'!'i:::i!~:;!;,I) ,;:~,~j'::IE'::'\:":";I~ 3-1/2. CONC. SLAB BASE ANCHOR CONNECTOR FOR POST TO SLAB CONNECTION NOTE: IF LOCAL BUILDING DEPARTMENT HAS A MINIMUM FOOTING SPECIFICA llON, THAT MINIMUM SHALL SUPERCEDE lllESE PLANS. NOTE: FIBER MESH CONCRETE DOES NOT REQUIRE WIRE MESH (1) 15 BAR CONT. (1) 14 BAR CONT. / "i)rll')(";::_~ '1i~. .1'1"" . .,~" '."'I,'i" '" 1I! "" ~ - a. STEEP SLOPE FOOTING > 1'-10. FLAT SLOPE I NO FOOTING o - 2./12" :'IOTE; NO FOOTING EXCEPT WHEN ADDRESSING EROSION MIN. 2500 P.S.I. CONCRETE WI 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE MODERA TE SLOPE FOOTING 2"/12" - 1'-10" SLAB DETAILS ADDRESSING EROSION -- LAWRENCE E. BENNETT, P.E. OVll. ENGINEER '" DEVELOPMENT CONSUlTANT P. O. BOX 4368 SOUTH DAYTONA, FL 32121 PHONE 1 (904) 767.4n4 FAX' 1 (904) 767-6556 C {:OPYRIGHT, 1996 NO r TO BE REPRODUCED IN WHOLE OR IN fl>.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. . 3 43 ATTACHED ALUMINUM COVERS _. SEAlANT ~ ;; HEADER EXTRUSION ~ ~ 18 II 9/16" TEK SPACED AT ~ ____ 8" O.C. BOTH SIDES ___ SEAlANT 110 II 1-1/2" 5.1.1.5. OR WOOD WOOD SCREw (1) PER RAFlER OR TRUSS TAll EXISTING TRUSS OR RAFTER 610 X 31"'- 5.1.1.5. OR WOOD SCREW SPACED AT 12. O.C. 3. ROOF PANEL EXISTING FASCIA ~ ~.~ ___.-l.\1.1U:..; SEALANT ~ ;; HEADER EXTRUSION ~ ~ H8 ll9/16" TEK SPACED AT ~ ____ ff 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. 3" 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 BUTTS I SUB-fASCIA 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 HmiT STRUCTURE OR FASCIA AND SUB-FASCIA CONNECllON REQUIREMENTS LOAD CONDITIONS GL/l.SS 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. SCfi:EEN. VINYL. AND CARPORTS HOST STRUCTURE 102 MPH 110 MPH 120 MPH 1. CONCRETE 1/4"x1-1/S" CONCRETE SCREWS 2. WOOD FRAME 1/4"x2" LAG SCREWS @ 12" 22#/SF 32 II/SF 57#/SF @ 12" O.C.----->2 @ l' O.C. O.C.--------->2 @ l' D.C. ,-",' SFUCE TO BE lOCATED 1/4 TO l/J BEAM SPAN AND S1 AGGERED EACH SIDE Of" SElf MJ\ TING BEA" 1 d-.50. -r- d-.50. -=1' + + + + + + + + DENOTES SC EW PATTERN I ~ NOT NUMBER Of SCREWS l-b + + + + + + + + 1. MAX. BE A" SPUCE SHALL BE "'N. Of d-.SO. HEIGHT AND 2 (d-.50.) IN LENGTH MIN. SCREWS PER SPUCE TOTAL I SIDE Of" SPUCE 2' II 4. 4/2 2' x 5. 4/2 2' II 6 4/2 2' x 7" 6/3 2' II B. 8/4 2' II g. 10/5 -I :0 J d = HEIGHT Of BEAM 1. "AX. PLA TE TO BE SAME WALL THICKNESS AS BEAM PlA TE CAN BE INSIDE OR OUTSIDE BEAM OR LAP CUT TYPICAL BEAM SPLICE DETAIL LAWRENCE E. BENNETT, P.E. ClYU. ENGINEER 01: DEVELOPMENT CONSUlTANT P. O. BOx 4368 SOUTH Gt.YTONA. Fl32121 PHONE 1 (904) 767-4n4 FAX . 1 (904) 767-6556 ........J o COPYRt:lHT. 1996 NOT TO BE REPRODUCED IN WHOLE OR IN ~RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E. .., 44