The URL can be used to link to this page

Home My WebLink About95-5280 ~ J~' ", / ) (~ BUILDING PERMII - CITY OF ZEPHYRHILLS Permit N! (813) 788-6611 ~~52898 If) -4-7j~ Date E~ Property Owner: Job Address: Parcell.D. # Zoning: _En?Jgy Code: Description of Work c-----A '~~- Water Meter: T.I.F.'s: C)()h~ NO OCCUPANCY BEFORE C.O. FINAL 5" DATE Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. c.o. DATE Valuation or ,ti, 11(') ~ Contract Price r ~I 7 (5 71 Inspector :~;~~:;:e '!-~=-- Company Address Telephone# ""- City License Registration # <;? a State Certified License# a J? C!../-:J.:3 ~h9() a,~- L1A-4?Yl~~ BUILDING ~- ~ PlU~" - ME C.J:::l,A.AAeA L Ftr. ~ Pre SLB t ,\)PJV' Lintel - tlt '] ~'l' FRM. aD-:/ , InSUI.. -0' ~v WL t Tp. Servo Rough In Meter Can Const. Pole Pool Pre-Meter Final SLB Tub Set Water Sewer Final Breakers Ducts Insl. Compressor Final Driveway REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($15.001 shall be made for each trip for each trade: a. Wrong Address b. Condemned work resulting from faulty construction. c. Repairs or corrections not made when inspection called. d. Work not ready for inspection when called. e. Permit not posted on job site. f. Plans not at job site. g. Work not accessible. The payment of inspection fees shall be made before any further permits will be issued to the person owning same. APPLICATION POll PIWIIT CITY OF ZEPIIYRIIIU.S BUlLDDlG DEP.AR'l'KENT OWNER'S IWm jJ~ .TlJrE,esm~/ f>. {}/ R,if;(1) OWHER'S ADDUSS ./.0"-:73 t/'f/ RIMa aI/1J/ .oR- " JOB ADDRESS S/)IYJc LEGAL DESClUP'lIOII: LOT(S) BI.OCL-.SUBDIVISION PARCEL LD.' 3;)b-...}/..tJ~<tJ-t)azl!J-LJ 7t?o (OIffAIR FROM PROPERTY TAX NOTICE) WORK PROPOSED: Vuew Coastruction ---1u:Idition -JIteration ---..:Repair _Install PHONE 7[>02-;) :2 71::. -5ign --'love ->>eaolish PROPOSED USE: VsiDgle Fsaily ---ll/F _' of Units ---ll/H _ec-ercial _lDdust. _Swia. Pool _Other Restaurant &: Health Departaent Approval DESCRIPTIOII OF WORK: SilEO ~ S'C--,e$~1U /&:JO/?1' C-/fR/'LJ;e:r- BUlIJ)DlG SIZE: /0 X 10 ,"tJtJ Square Feet. q ~ 'Height RESlDEIITIAL: A'lTACH (2) PLOT PLAIIS &: (2) SETS OF BUlLDDlG PLANS &: (1) SET ENERGY FORKS. COKKERCIAL: ArrACH (3) SETS OF BUlLDDlG PLANS &: (1) SET EIIERGY POBHS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. PERMITS REQUESTED ~UlLDDlG -ELECrlUCAL ----JlEClWnCAL $ dL/i>zoO Valuation of Total Construction AIIP Service Florida Power Corp. W.R.E.C. $ Valuation of Mechanical Installation -PLUKBDlG GAS ROOFING TYPE flF COIISDUcnOIl: -...Block -Jraae _Steel SPECIALTY Other PIllISHBD .FLOOR ELEVATIOIIS: F'l'. IS PROJECl IB FLOOD ZONE AREA' YES NO ****************************************** Bml.DD. CONTRACTOR SECTION COMPANY /1 LE. /J LU /YJ. , ~ State Cert. or Regist. t DE"LC>~O City License Registration . '. ****************************************** .~ ,~ Signature P.l.RCTRICIAR COMPANY . State Cert. or Regist. . City License Registration' ****************************************** Sianature PLUMBER COMPANY State Cert. or Regist. . City License :Registration I ****************************************** Signature MECHANICAl" COMPANY State Cert. or Regist. . City License Registration . ****************************************** Signature OTIIF.R COMPANY State Cert. or Regist. I City License Registration I ****************************************** Signature APPLICATION APPItOVED BY PERKIT OFFICER. CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS !be undersigned understands that this penit lilY be subject to 'deed restrictions' which lilY be lOre restrictive than City regulations. the undersigned assW1e8 responsibility for apliance with any applicable deed restrictiOll8. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the CNDer has hired a contractor or contractors to undertake work, tIiey lilY be required to be licensed in accordance with state and local regulati0D.8. If the contractor is not licensed as required by law, both the owner and contractor lilY be cited for a lisdl!leaDOr violation under state law. If the owner or intended contractor are uncertain as to wbat licensing reguir8leDts lilY apply for the intended work, they are advised to contact the City of Zepbfl'hills Building Departlent, (813) 788-6611. Furtberlore, if the owner bas hired a contractor or contractors, he is advised to bave the contractor(s) sign portions of the . 'Contractor Sections' of this application for which they ,ill be respol18ible. If you, as the OIfDer 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 lilY be an indication that he is not properly licensed and Is not entitled to perJittiDg privileges in the City of Zephyrbilla. 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 lith a copy of 'Florida's CODstruCtiOll Lien Law - lbIeoImer'a ProtectiOll Guide' p.repared by the Florida Departlent of Agriculture and ConsUller Affairs. If the applicant ia 8OIeODe other than the 'ower', I certify that I bave obtained a copy of the above described docuIeDt and prOliae in good faith to deliver it to the lowner' prior to co.enClllent. ' E. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the infOIliltion in this applicatiOll is accurate and that all work ,ill be done in CCIIpliance ,ith all applicable laws regulating construction, loning, and land developl8Dt. ApplicatiOll is hereby lade to obtain a pmit to do work and insWlation as indicated. I certify that no work or insWlation has ~ed prior to issuance of a pmit and that all work ,ill be perfOIll!d to _t standards of all laws regulating construction, City codes, lOlling regulatiOll8, and land develOpl8Dt regulations in the jurisdiction. I also certify that I understand that the regulations of other gove11llleDW agencies lilY apply to the intended work, and that it is If responsibility to identify what actions I lUSt take to be in COIPliance. Such agencies include but are not lilited to: I Departlent of InvirOlll8lltal Regulation - Cypress Baybeads, "eUand Areas and BnviIOJll8llWly Sensitive Landa, "ater/llastewater !reableDt I Southwest Florida "ater Managelel1t District - "ells, Cypress Baybeads, "etland Areas, Altering "atercourses I Il'IJ COIPS of Enqineers - Seawalls, Docks, lIavigable Waterways I Departlent of Health i Rehabilitative Senices, InvirODl8lltal Health Unit - "ells, "astewater freatlent, Septic fanka I US Invirouental Protection Agency - Asbestos abate.ent I also certify that, if filllilterial is to be used in Flood Zone 'A' or 'I,etc.', it is understood that a drainage plan addressing a 'COIpensatiDg vo1_' will be sublitted which is prepared by a professional engineer registered in the State of Plorida prior to perait issuance. A ~it issued shall be construed to be a license to proceed with the IOrk and not as authority to violate, cancel alter, or set aside any provisions of the technical codes, nor sball issuance of a perait prevent the Building Official fIOl tbereafter requiring a correction of errors in plans, construction, or violations of any code. Ivery perait issued shall beCClle invalid Wlless the work authoriled by such perlit is ~ced within sillODthe of issuance, or if work authoriled by the perlit is suspendt!d or abandoned for a period of SUlODths after the u.e the work is co.enced. ODe 90 day eltension of u.e, lilY be allowed for the perait with fee charge of $15.00. !he eltension shall be requested in writing to the Building Official. An approved inspection lUSt be logged during each sUlODth period, or the project will be considered abandoDed. 'WUIING to (JRfD: YOUR FAILORI to RlCORD I 1I011C1 OF aJIMDCBIIIII'I MAY RESULf III YOUR P1YIIfG NICE FOR DIPROVIIIII!S to YOUR PROPiR'IY. IF YOU IIfIJlD to OBfAII FlIl.UCIIIG, COJISOLf "lIB YOUR LDDBI OJ lJf A!'fORDY BEFORI RBCORDIJIG YOUR JIO!ICE OF COMMIIfClHD!. JOBS UJlDIR '2,500 IN V&LOB DO 1101 DID to RICOIID lJfD POSf I 'NOIICE OF COIMDCIIIEII!.. ~" ~ SIGllATORI: OJ - SIGIIlfORl: BAC'IOR S!lR OF FLORIIJl . coum OF -1::f.sc.o The foregoing instrument was acknowledged before me this ~"Pn>'H&J( ~ 1 g..!i...5. by I ALBa<..r .5/HMS who is personally know.n to me a~ .h_ h_M p~a"'e_ as identification and who did/did not take an Oij.th.~.-e~ ~,~ ./ (Signature) C/ i:ItTI-Il-EE\J d. .:FS 1?07.J. ),J (Name Typed, Printed or Stamped) NOTARY PUBLIC SfArE OF FLORIDA coum OP -Pfts c-o The foregoing instrument was acknowledged before me this .!S::PreM.BQ(.t()-9..SbY A L..IJ ERr ..s I /vi M.s who is personally known to me 0- '-- . tUUI Bl'-fll_ad ~ idea~ifia_l18n and who~/did not take an oath~ ~ c:ce P..( L.-J g. rn ...l7t-J (Signature) ~ :BRt. ~' J K A T1I u.?-e:.A.J~. 0 N (Name Typed, Printed or Stamped) NOTARY PUBLIC "-,,IlV PI/It ..'" b. <"", ~.~ ",., Off\.O~ KATHLEEN J BROWN My Comm_1on CC448029 Expires ArK, 02. 1999 Bonded by NFNU 800-224-6368 .A""',. '" ,~~ "lj'. * * "'.;..., ~.. 'Of f\.O'f. Ko\'f~1=N ,J EIf!lOWN _ QctfIvl,I~,Il\~ OC449029 ElIpIrw Apr. 02. Ul99 Bcmded by NFNU 800-224-6368 ~~:06-"" 38645 Palm Grove Drive Zephvrhllll, Florida 33640 ACE ALUMINUM Job No. Phone: (81 3) 782-2616 L SOLD '.0 /-J~R.. ,/ IJIrfJ€ S r/l7~ /J1 /1/ tJ/J1f,S' ADDRE:SS .l-...t5r-~.? (;/'+1 I?../DCtc WilY blC, SHIPTI) ZEPH YK!...fI } L-L~,?/, ?..l 5"''$11 DATE _ ~ - t:Xb - 9' .s- PHONE ~R ~ rod;). 71::, L ItJ y JI) ~ /0 ~/~ b LJ , J~ 'X ~o )( /~ SCt<.p.~ J1/ ~OJ"V7 --1JX J / ROOr 0/ .s'/-//?IJ , .-E..x 5'/ C Ii;<ptJ R..r rJ- P /J-r /0 -. -- -- PERMIT PRICE TAX The undersigned agrees to pay TOTAL PRICE ~ L/J"7, 00 INSTALLERS IN FULL ON COMPLETION DEPOSIT L -P14 /lVL Customers Sipture BALANCE C.O.D. SlTP. "I.AH . (IlP.SIDEHTUL usa OHLY~ l'AlleEI. I, U, ~ --"I:l' ." . I c2b, '1'\11' ;)/ lU-Hi 0130 SUUI..I 00000 UL.UCK cO/3D l..UT 1'/I()I'I~J1n' 111!.ASUIU~11::tfr ~o ^ IDO' CIIllill':In' U\i'II~nS . f/~1< IMt'"ft<S''lA'lE// ~ w/.R/}lfD All drowl~a9 sbal1 bo dcawn to a~.lu for all parcol. or lota ILvu acrus or le~u. ~ bO'') - "' UATE 1VO~, /A/(Of IUJoF, 9-.:lb .LJ5~ ,I ~-y.:' S1'ltJ (:J' t; pOOL ~7it . .\~ t\\t" ~ <\~ i- ,S ~ \ \--L \\ V ,,,,,0 f II "'00 /tJtJ. · t dP' ~ t~IS1ItJ~ ""CR~1e CPfV . .' /.JJr-'.7.? b/ifl I< /DL!rE Wily /);2. "' SlUM 1\1.L. EXLS1'lNC AND PllorOSED STRUCTUfiES CIVlJ.C nnw-ISlON:l AND SL'1.'l~C~S, I.L:; ,~, lllUlCATI~ J.liy 1I01>J E:i Of WhTfJ\ AUO nOA.LMAYS (IUCLUDHIC UAtlEs) ADJACl!4'\'r TCJ TII~ J>J10Pl:.ItTY. .ltlULC^T~ '1"1: $lZI~'., YEJ\Il, Mil> tlNiE Of 110~:1l.E, SUCH AS Ll' x ClO'. 1,;)0\, FLEE'l'\lOOU. ~ II "f.ASl~HENl flu, "RlCIlT-OF-WA.Y" IlRd ~'JUlltSDICTI0NAI. LINES". ~UII~: Ll) Bhown on all 8J t.P. plaus. DO UU1' EI~CROACIl INTO ANY EASEMENT WITII A STRUCTURE 1l0U~E 'ONSfRUCTIO,.. tlhl: ,"... PROPOSED "ODITIOtt .r.e~I: '" .,' -",,;(IIIL.E 1I0ME sa: TUP I . "'~II..' .... . ;; t f .'. .. f. . - ",. . "", 1\~~':i' it':: ,J;;:.,".,--;:r;';',j' ~~. . . .. u . " .. .... 1'0 ".1 .... 11:10 II,' .' .........- .,t'. ,,"'" -.., . , I' ~~.;.,;;..,. '0',.. .', ....,.' ,~,. . tu' ,i. . 0'0' . ,,~. ~lt ~l~~'V""IO" ~(~~~ "'\rw 'l~"__""I.~l';"";:(!l&'I' . ,J. ~ .,... :.. . '.. '] "...' _lL - .' C .44. .. ~. . (I 0 8 .. 0 _ Q II. Q 1...U". r.' - ,. U' ..:: Lo..".., ;: - - h.... :.... ,- : ,,,.. 7' ,- 1- .. ,,1 ~ -- , roO ro~ ,,~ _.,J. 10' ,) hAur 11610 . , .". .0"0 H....r sll ('I'\:\I\:rl! r . J 1\ t:. .> '''E-- ~-" - ". ~- " " ./ ....... .. ,/ .... - '~~. . . t) ~o ~~ I\\~ rn~ tu'~ ~t) ,~... ~~..', t,,;i~ ",~ !!'I ....' ~ .~ ~b' ~~. . :.~~ .. tl, I .~ " ~ LV I ; r , I r I. 1< t . . --- . -..0 '''''V > . ,-. '\) ~~ > n: l'- ~. . . ~ os. ,G\ . g "t r- Ib' .~ . .N 1- ~ t) ~ ~ " . ,/ l.3' ~~ L-;J ~. I")~ ~~ ~ ~ ~C> ~ . ~ }tJ Vl .t.J.~ ~~ " ~ ~'s;~ ~~ ,~ ~ fr\ I") ~ c'> ~. ~ ~ ......~ tl\ r$ , ,~ -. (\) ',. ~ J::; 3 ,. ~ ~ t. (" ~ ~ ~ ~ (b 'tn ~ ~ . ... ~ ~.~ "r\ ~ ~.. . L...c:: 'b~ .:bt; ~~ ~~ .... ..?i ~~ gt / , . ~~ ~~ ~~ ':b~ ~. ..' . ~~ 'j-1~ ~'t). " }.J 6' .' .. .," .' ~ '\::) . ' Vi.)! .' ~~~ L . ~~ ' ~ ~~~~ ~~tv ~ ~ ).,l-- ~ Cl\'" ~ ~ '~~'.() ~ b~ S b' ~~. )) , h,..~ ~ ~ ~~~~ ,~'tt- ~ '1 ~~ ~~ ~. l..J ~ 6-... ~~'~o lI\~ It;:) i::J ~ . ~ ~ ';,j . ...... ~.... . ',. ..... ATTACHED ALUMINUM COVERS F AS TENED DETERMINED BASED ON CONSTRUCTION OF HOST STRUCTURE / PAN OR COMPOSITE PANELS. USE CORROSION RESISTIVE SCREWS, PANS ANCHORED W/ #1OX1/2" @ 3/PAN INTO RECEIVING CHANNEL AND 1 #1 Oxl /2" @ RIDGE CAP CONNECTION TO RECEIVING CHANNEL. COMPOSITE PANELS USE 1/4"x t+l/2" WITH 1/4" WASHERS SCREW THROUGH RECEIVING CHANNEL FROM TOP CAULK ALL CONNECTIONS. ....J HOST STRUCTURE OR FASCIA CONNECTION TO HOST STRUCTURE HOST STRUCTURE OR FACIA & SUB-FACIA CONNECTION REQUIREMENTS FOR VARIOUS, LOAD CONDITIONS LOAD CONDITIONS WIND VELOCITY LOADS DEAD + LIVE LOADS GLASS ROOMS HOST STRUCTURE 100 MPH 110 MPH 120 MPH 22#/SF 32#/SF 57#/SF 1. CONCRETE 1/4"xl-l/8" eONCRETE SCREWS @ 12" 0.C.------>2 @ l' O.C, 2 WOOD FRAME 1/4"x2" LAG SCREWS @ 6" 0.C,------------>2 @ 1" O.C. SCREEN, VINYL. AND CARPORTS t-JST STRUCTURE 100 MPH 11 0 MPH 120 MPH 22#/SF 32#/SF 57 a/SF 1. CONCRETE 1/4"xl-l/S" CONCRETE SCREWS @ 12" O,C.------>2 @ ,. 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 THk:KNESS AS BEAM PU,TE \.., '", BE INSIDE OR OU'!SIDE BEAM OR LAP CUT BEI\tv1 SPLICE SHALL BE MIN. OF d-1/2" HEIGHT AND 2(d'-1/2") IN LENGTH MIN. SCREWS PER SPLICE TOTAL / SIDE OF SPLICE 2" :( 4" 4 /; 2 2" :< 5" 4 2 2" :( 6" 4 I 2 2":( 7" 6 ; 3 2" ;< s" S ; 4 2" .K 9" 10 / 5 CONI'JECTION REQUIRED (SEI: DETAIL) ~ EXTRUDED OR BREAKMETAL HEADER 0,032" MIN. .J SPLICE TO BE LOCATED 1/4 TO 1/3 BEAM SPAN AND STAGGERED EACH SIDE OF SELF MATING BEAM d-1/2" d-1/2" ~ ~ ~ 1 . 1 1" MAX. d=HEIGHT OF BEAM 1" MAX. DENOTES SCREW PATTERN NOT NUMBER OF SCREWS TYPICAL BEAM SPLICE DETAIL [b,@WI]'@Ol)@@ @:o m@Ol)Ol)@UUg l?o@:o CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P,O, BOX 4368 S, DAYTONA, FLORIDA 32121-4368 PHONE: (904) 767-4774 FAX: (904) 767-6556 .J @ COPYRIGHT, 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PARl WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E. SECTION: :3 PAGE: <Q)~~3 -46- A TlI ACHED ALUMINUM COVERS SEE CONNECTION DETAIL (PAGE 6..,-1-3) 2" x 4" LUMBER. TOP PLATE WITH ROOF l.d ":~> 0 :c: -.;t l.d N __I en @ 0 (/) ., 0 C) ::> ..;;,. t- .,..- (/) I-- v'! "-.;t ;:-< l.el 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/S"x4 1 /2" CONCRETE ANCHORS SEE CONCRETE DETAILS SECTION THROUGH UTILITY ROOM SEE CONNECTION DETAIL (PAGE 6-13) l..J ...";; (') :[ Lel ...oJ en o 12" x PAN (SEE CHARTS) USE 'w' TO _ SELECT PAN FOR REQUIRED SPAN :5: "W,' VARIES FOR FRONT BEAM USE 'L'=W/2+0,H. 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-BOL TS FOR 2" x 4" p, T, PLATE OR CONCRETE ANCHORS @ 4'-0" O.C. C? t.. t,-) >< l.d / NOTES: SEE CONCRETE DETAILS UTILITY SHED AND CARPORT WALL SECTION 1, ANCHOR PANS TO HEADER CHANNEL WITH (3) #10 x 1/2" S.M.S. W/ WASHER, :i', ANCHOR PANS TO ROOF BEAMS WITH (3) #10 x 1/2" S.M.S. W/ WASHER. 21. ANCHOR COLUMN TO CONCRETE FLOOR WITH 2-1/4" x 3" CONCRETE ANCHORS, ~. ANCHOR COLUMN TO BASE PLATE WITH 1-1/4" S.S. BOLT l1@w[]"@ou@@ ~ m@ouou@ililg [;>o@3o CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P,O, BOX 4368 S, DAYTONA. FLORIDA 32121-43Cd PHONE: (904) 767-4774 FAX: (904) 76)--6556 ......-' ~I COPYRIGHT. 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.L SECTION: 3 PAGE: 3lb~~3 -43- GLASS ROOMS: SOLID WALLS 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 "WI! 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" 9'-11" 9'- 6" 9'- 1 " 8'- 8" 3"x 2"x 0.050" 10'- 8" 9'-11" g'- 3" 8'- g" 8'- 3" 7'-11" 7'- 6" 7'- 3" 2"x 3"x 0.050" 12'-10" 11'-11" 1f- 1" 10'- 6" 9'-11 " 9'- 6" 9'- 1" 8'- 8" 3"x 2"x 0.070" 13'- 8" 12'- 8" 11'-10" If- 2" 10'- 6" 10'- 1" g'- 8" g'- 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[)'@(il)@@ @:o [;3@[ji)ffi}@QQg l?o@:e 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: 6) PAGE: ~O=~~ -83- SCu:U~IEINlIED ENCLOSURES: SCREEN / VINYL 'IN AlLS AND SOLID COVER 2" x.5. BEAM SEE TABLE 4 ---- OVE/<HANG VARIES + 2'-J" MAX. "w" I 3 , /2" SLAB ON GRI'DE OR RAISED FOOTING MAX. UPRIGHT , "x 2" LENGTH VARIES NO MAX. ELEV. SLAB OR ON GRADE . "Hu t TYPICAL GLASS ROOM WITH SOLID ROOF, TYPICAL FRONT VIEW FRAMING * (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1"x2" PLATE TO BOTTOM OF WALL BEAM) W/2 W/2 w n::: ::J t- U ::::) n::: t- U1 C) z i= U1 x w O,H, ALUMINUM PANEL COVER ~ ~ 1"x2"xO.040" ~ J "w" VARIES } 2"x~_ BEAM AND COLUMNS MAX, COLUMNS, SPACING SEE TABLES TYPICAL GLASS ROOM I'JOT::'S: " I\NCHOR ," x 2" OPEN BACK EXTRUSION WITH TAPCON 1/4"x2 '/4" LENGTH OR EOUAL M.AX, OF 2'-0" O.C. ANCHOR TO WALL WITH 1 1/2" #10 SMS WITH WASHERS 2'-0" O.C, SPACING Af'~CHOR BEAM AND COLUMN KNEE BEAM WITH ANCHOR CLIPS AND #10 SCREWS AND WASHERS 2.MIN, SLAB THICKNESS FOR SLAB ON GRADE IS 3 1/2" CONCRETE 3. ~:;ELECT 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&lWI]'@[]i)@@ [go []3@[]i)[]i)@nnp lPo@:o CIVIL ENGINEER AND Df'VELOPMENT CONSULTANT P,O. BOX 4369 S. DAYTONA, FLORIDA 32121-4368 PHONE: (904) 767-4774 FAX: (904) 767-6556 @ :::OPYRIGHT, 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E, BENNETT, P,E, SECTION: :2 PAGE: i1=t2 -23- S(:~ElEINlIED ENClOSURES: SCRIEEN I VINVL WAlLS AND SOLID 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, 1 ' O. H, 2' 0, H. 3'0, H. 1-1/4"x_0.026" 7'- 2" 7'- 5" S'- 2" 100 MPH W. L. --- 110 MPH W, L. 6'- 5" 6'- S" 7'- 6" --- 120 MPH W. L. 5'-10" 6'- 2" 7'- 1 " --- 1-1/4"x_O,032" S'- 5" S'- S" g'- 3" 100 MPH W. L. --- 110 MPH W, L. 7'- 6" 7'- g" S'- 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" S'- 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_O,032" S'- g" g'- a" g'- 7" 100 MPH W. L. --- 110 MPH W. L. 7'-10" S'- 1 " S'- g" --- 120 MPH W. L. 7'- 1 " 7'- 5" S'- 2" --- 3"x_O,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'- s" 10'-11" 11'- 5" 12'- 3" 3"x_0.032" 100 MPH W. L. 15'- 6" 15'- s" 16'- 0" 16'- 7" 110 MPH W. L. 13'-10" 14'- 0" 14'- 5" 15'- 1 " 120 MPH W. L, 12'- s" 12'-10" 13'- 3" 14'- 4" LIVE LOAD; ALL BUILDING TYPES O.H. CONDITION NO 0, H, l' 0, H. 2' 0, H. 3' O. H, 1-1/4"x_0.026" 20 #/SF L. L. 7'- 0" 7'- 3" S'- 1 " --- 30 #/SF L. L. 5'- g" 6'- 1 " 7'- 0" --- 1-1/4"x_0.032" 3" 20 #/SF L. L. S'- S'- '6" g'- 2" --- 30 #/SF L. L. 6'- g" 7'- 0" 7'-10" --- 1-3/4"x_0.026" 20 #/SF L. L. 7'- 4" 7'- 7" S'- 4" --- 30 #/SF L. L. 6'- 0" 6'- 4" 7' -11" --- 1-3/4"x_0.032" 20 #/SF L. L, S'- 7" S'-10" g'- 6" --- 30 #/SF L. L. 7'- 0" 7'- 4" S'- 1 " --- 3"x_O,026" 20 #/SF L. L. 13'- 3" 13'- 4" 13'-10" 14'- 6" 30 #/SF [, L. 10'- g" 11'- 0" 11' - 6" 12'- 4" 3"x_O,032" 20 #/SF L. L. 15'- 1 " 15'- 2" 15'- 7" .16'- 2" 30 #/SF L. L. 12'- 3" 12'- 5" 12'-11" 13'- s" 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, ~. '''---'. l1&)w(],,@I]j)@@ @:c m@I]j)I]j)@{1{1IJ /;:lc@;c CIVil ENGINEER AND DEVELOPMENT CONSULTANT P,O, BOX 4369 S, DAYTONA. FLORIDA 32121-4368 PHONE: (904) 767-4774 FAX: (904) 767-6556 I ---" @=OPYRIGHT. 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM lAWRENCE E. BENNETT, P,E. SECTION: :'2 PAGE: 1~t2 -30- SC[~EIE~IED ENClOSUIRES: SCREEN I VINYL 'IN AlLS AND SOLID COVER TAHLE 2: MAX, ROOF BEAM SPANS FOR CARPORTS, SCREEN & VINYL ROOMS AND OTHER OPEN STRUCTURES wi SOLID ROOFS 6063 T -6 ALLOY EX,;MPLE: FOR SPAN "L" ON DRAWING USE LOAD WIDTH = "w"/2 + O.H, 2"x 4"x 0,050" TILT BEAM: LOAD WIDTH = 14'12 + 2'O,H, = g' LOAD WITH = g'; L.L, @ 22#/SF BEAM SPAN = 7'- 3" BEAM SIZE BEAM SPAN FOR DESIGNATED LOADS [3EAM LIVE LOAD WIND LOAD LO,i\D WIDTH 22#/SF 32#/SF 100 MPH 110 MPH 120 MPH -- 2") 3"xO.050" TILT BEAM OR 2"x 3"xO,050" EXTRUSION_________-'-____________ 5' 8'- 1" 6'- 7" g'- 0" 8'- 1" 7'- 5" 6' 7'- 4" 6'- 0" 8'- 3" 7'- 4" 6'- g" 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'- g" 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")( 4"x 0.050"x TILT BEAM 5' g'- g" 6' 8'-11" 7' 8'- 3" 8' 7'- g" g' EXAMPLE 7' - 3". '10' 6'-11" '11' 6'~ 7" '12' 6'- 3" --8c-O~---10~1~~----9~-9~----87~~~------- 7'- 3" 10'- 0" 8'-11" 8'- 1" 6'- g" g'- 3" 8'- 3" 7'- 6" 6'- 3" 8'- 8" 7'- g" 7'- 0" 5'-1'" 8'- 1" 7'- 3" 6'- 8" 5'- 7" 7'- g" 6'-11" 6'- 3" 5'- 4" 7'_ 4" 6'- 7" 6'- 0" 5'- 0" 7'- 0" 6'- 3" 5'- g" 2'\: 4"x 0.044"x 5' 6' 7' 8' g' 'iO' '11' '12' 2'" 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'- g" 10'- 8" g'- 6" 8'- 8" g'- 1" 7'- 5" 10'- 1" g'- 1" 8'- 3" 8'_ 8" . 7'- 0" g'- 8" 8'- 8" 6'-10" 8'- 3" 6'- g" 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" g'- g" 13'- 5" 12'- 0" 10'-11" 11'- 3" g'- 2" 12'- 8" 11'- 3" 10'- 4" 10'- 8" 8'- g" 12'- 0" 10'- 8" 9'- g" 10'- 3" 8'- 4" 11'- 5" 10'- 3" g'- 4" g'- 9" 8'- 8" 10'-11" g'- g" 8'-11" [b@Wl]'@uu@@ 1:30 m@uuuu@nng [;)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: s)~1:2 -32- -.......... '--'" -...../ SC[:~ElEfNlIED ENCLOSURES: SCREEN I VINYL WALLS AND SOLID COVER T .Af3LE 4: MAX. ROOF AREA FOR ALUMINUM CARPORT 10PEN BUILDING POST fOR ALLOWABLE ROOF AREA USE "AREA" = S x (W/2 + O.H,) EXAMPLE: "S"= 7' , W = 12', & O.H. += 2' THUS: "AREA" = 56 SF POST TYPE MAX ALLOWABLE ROOF AREA IN SQUARE FEET LIVE + DEAD LOAD WIND LOADS 55#/SF 22#/SF 100 MPH 110 MPH 120 MIIX, HGT, @ MAX. LOAD IN # 3"x 3"x 0,040" ROLL FORMED ** 8'- 0" 7,200 1 ()' - 0" 5,500 1 :2' - 0" 4,700 3";( 3"x 0.060" ROLL FORMED ** ,5'- 6" 7,500 10' - 0" 6,000 1 :2'- 0" 5,200 3".:< 3"x 0.060" SCALLOPED * 11'-10" 8,640 14' - 0" 7,330 16'- 0" 6,120 3";< 3"x 0.90" TUBE * 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 .. ALLOY 3105 H16 1. THE SMALLER ROOF AREA OF LIVE + DEAD LOAD AND WIND LOAD SHALL GOVERN, TI\BLE 5: ISOLATED FOOTINGS Mi\XIMUM ROOF AREA IN SF FOR CARPORT POST wi ISOLA TED FOOTING FOR BELOW LISTED WIND VELOCITY UPLIFT LOADS 100 MPH 11 0 MPH 120 MPH 131 100 85 136 109 95 157 133 111 '.236 201 167 245 218 145 423 376 335 FeOTING TYPE & SIZE POURED CONCRETE 1".0"X 1'-0"X 1'-0" 29 l',.4"X 1'-4"X 1'-4" 86 1'..-6"X l' -6"X 2'-0" 163 1'--8"X 1'-8"X 2'-0" 187 l',g"X l'-8"X 2'-6" 275 2'-0"X 2' -O"X 2'-0" 346 2'..6"X 2'-6"X 2'-6" 463 Pf:E-CAST SLAB wi 80# SACK-CRETE 1"4"X l'-4"X 2'-4" 117 327 250 213 341 273 236 392 333 278 589 503 417 614 545 364 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 25 72 136 156 229 288 386 & BACKFILL OVER 97 360 275 235 375 300 235 432 366 306 648 554 459 675 600 400 1,164 1,034 922 SLAB "---'" MPH 300 229 196 312 250 216 360 305 255 540 461 383 563 500 333 970 863 768 ,--./ 21 61 116 134 196 257 331 56 [b@WI]'@O'i)@@ @:o ill@O'i)O'i)@{1{1\J [f-Jo@:o 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: ~~~t2 A iT ACHED ALUMINUM COVERS ~ N / TOP OF GRADE N "'-. 3"x3" FLUTED POST WRAPPED W/ FELT PAPER 3/8"x3 1 /2" BOLT 80 LB. 2500 PSI CONCRETE PRE-MIX 3"x3" BASE j 16" ~ 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 y ~ L ISOLATED FOOTING NOTE: NO FOOTING REQUIRED EXCEPT WHEN 2'-0" MIN. BEFORE SLOPE MIN. 2500 PSI CONC. w/ 6x6-10x10 W.W. MESH OR ,," 1 t FIBER MESH TYPICAL 3 1 / <:.~ _ - - _ - ~~-:-~- _ "8" liIT.! --- "1_- -1_ _- . - - - - ADDRESSING EROSION 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 BAR CONT. 1 #4 BAR CONT. [1,tUW[(@[]U@@ [30 ill@IJOOi}@QQg !;l0@:0 CIVil ENGINEER AND DEVELOPMENT CONSULTANT P.O. BOX 4368 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: 3 PAGE: i5=t3 -45-