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Home My WebLink About01-0661 BUILDING PERMIT N2 0661 CITY OF ZEPHYRHILLS (813) 788~6611 Permit 6o.~ BUILDING Date IO-/g-oI . ELEC~CAL PLUM~G MECHAflCAL Sewer Conn Water Conn: Property Owner: 6e#'1e.rt4.. ~..",e h~v. Job Address: ~8 ~J I EVlC.a.. 'tP-~S \)r. Parcel I. D. # Water Meter: T.I.F.'s: Zoning: DescriPtion of Work Energy Code: Ate.&-. L r{-rf Radon Gas: NO OCCUPANCY BEFORE C.O. FINAL Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. c.o. InspectJ Valuation or Contract Price ?~b'2. O() .;...". Permit F~(J ..t Signature ~ ~. Company Address ~ Telephone# .a,- ~ City License Registration # State Certified License# ~'l-~\vo a\(J- 6,lJp Co )(' L\.l-6"'r (d . BUILDING ELEC SLB Tub Set Water Sewer Final Breakers Ducts Insl. Compressor Final Ftr. Pre SLB Lintel FRM. Insul. CL WL Tp. Serv. Rough In Meter Can Const. Pole Pool Pre-Meter Final Driveway REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Twenty Five and 00/100 Dollars ($25.00) 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. ~..' CITY OF ZEPHYRHILLS PERMIT APPLICATION BUILDING DEPARTMENT 5335 8~ STREET ZEPHYRHILLS. FL 33540 Phone:813-780-0020 Fax:813-780-0021 DATE RECEIVED /0 - / t} - () / PLANS REVIEW FEE ,. f JOB SITE ADDRESS GeV\e ~ 3~~ ~ ~ ~ ':beIH\ ~~~~" I J.\ \ ~_ 1'-( BLOCK , .;2. ~I ' ~l.-oi ()' PHONE CONTACT LEGAL DESCRIPTION: LOT(S) SUBDIVISION ~r..c.-\ ~ ,^)',l~.." ~ (OBTAIN FROM PROPERTY TAX NOTICE) PARCEL ID # WORK PROPSED: GnfEW CONSTRUCTION o ADDITION o ALTERATION o REPAIR o INSTALL DSIGN o MOVE o DEMOLISH PROPOSED USE: DSGL FAMILY DWELLING 0MuLTI-FAMILY 0# OF UNITS o MOBILE HOME o OTHER o COMMERCIAL o INDUSTRIAL o SWIMMING POOL D RESTAURANT & HEALTH DEPARTMENT DESCRIPTION OF WORK BUILDING SIZE SQUARE FOOTAGE I OOC> HEIGHT '0' t,;' RESIDENTIAL: COMMERCIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. ATTACH (3) SETS. OF BUILDING PLANS & (1) SET ENERGY FORMS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. PERMITS REQUESTED o BUILDING $ 3~~1. ~ VALUATION OF TOTAL CONSTRUCTION o ELECTRICAL AMP SERVICE o FLORIDA POWER D W.R.E.C. D PLUMBING D MECHANICAL $ VALUATION OF MECHANCIAL INSTALLATION D GAS o ROOFING D SPECIALTY D OTHER TYPE OF CONSTRUCTION: D BLOCK D FRAME D STEEL !ia""OTHER FINISHED FLOOR ELEVATIONS IS PROJECT IN FLOOD ZONE AREAD YES D NO BUILDER OMPANY ~ ~ ~ STATE CERT OR REGIST # /2'1/. 00(" Cot ~ (l.. , CITY PROCESSING # 1'/7.1 ..................................~~~~~~ COMPANY ~ STATE CERT OR REGIST # CITY PROCESSING # ELECTRICIAN SIGNATURE ****************************************************************** PLUMBER COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ****************************************************************** MECHANICAL COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ***************************************************************** OTHER COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ***************************************************************** CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS The undersigned understands that this permit may be subject to ~deed restrictions" which may be more restrictive than City regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner has hired a contractor or contractors to undertake work, they may 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 may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the City of Zephyrhills Building Department, 613-766-6611. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the ~Contractor Sections" of this application for which they will be responsible. If you, as the owner signs 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 may be an indication that he is not properly licensed and is not entitled to permitting privileges in the City of Zephyrhills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, have been provided with a copy of ~Florida's Construction lien Law - Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other that the ~owner", I cerify that I have obtained a copy of the above described document and promise in good faith to deliver it to the ~owner" prior to commencement. E. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning, and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other governmental agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: *Department of Environmental Regulation-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment *Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses *Army Corps of Engineers-Seawalls, Docks, Navigable Waterways *Department of Health & Rehabilitative Services, Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks *U.S. Environmental Protection Agency-Asbestos abatement I also certify that, if fill material is to be used in Flood Zone ~A" or ~A,etc.", it is understood that a drainage plan addressing a ~compensating volume" will be submitted which is prepared by a professional engineer registered in the state of Florida prior to permit issuance. A permit 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 permit prevent the Building Official from thereafter requining a correction of errors in plans, construction, or violations of any code. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of issuance, or if work authorized by the permit is suspended or abandoned for a period of six months after the time the work is commenced. One 90 day extension of time may be allowed for the permit with fee charge of $15.00. The extension shall be requested in writing to the Building Official. An approved inspection must be logged during each six month period, or the project will be considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOBS UNDER $2,500 IN VALUE DO NOT NEED TO RECORD AND POST A ~NOTICE OF COMMENCEMENT". SIGNATURE: OWNER OR AGENT SIGNATURE: CONTRACTOR acknowledged , 19_ STATE OF FLORIDA COUNTY OF The foregoing instrument was Before me this _____day of by STATE OF FLORIDA COUNTY OF The foregoing instrument was Before me this _____ day of by acknowledged 19 (name of person acknowledged) Dwho is personally known to me, or (name of person acknowledged) [1ho is personally known to me, or of identification) take an oath. o who has produced (type of identification) and who Ddid Diid not take an oath o who has produced (type and whoD did 0 did not Signature of person taking acknowledgement Signature of person taking acknowledgment Name typed, printed or stamped Name typed, printed or stamped -J ~~ 1~ 'l i I ::::: !1 108-/~i w fi ~~ -- 1 j J.. ~ r,., '\1/1 i c L\ ~ - I "---1 r '- - I rt E ~! . I i ~ , . ~ .,...... -= --- ''l "'" r , ~ +- C'S(7) =- "r In ..~ I~~ - . ~ 'I -~...tl.. I: -f'[i i - -l'-~:J : I .~ rS ! d -; I. 'm-, - p . . ,:J! ~ i ~ . j , [u! t '1 r 1 t? "i-: L . f ~ i 6 : ~- j tJ i ri ~ : ~ . l :: ,'. I '- . '....0=...; .' . I I J.... o ,. ~ l .' - , :g: il,-' .j D I . P- vi to - i~j; t'j 4- I ,.~ \~ I, u(o r~ i I I ~ :::s +- .ry 1:41 ~ ~) ~ ....... --........ -< ~ ..\ - . d C. i~ .' ""- '.U' N I, 8. ,~i--7 Q..'Si:1 '-f) ....c ..... ~ ~ ~ 'Q ~ ~ ~ ~ Q ~N 01~-= ~~~~ ~=o= ~~~~ =9 '" I, I I I I ....1 I I 1 I ! "-f~.... 1h ,'~ " G.-:i ? -- I~ l VI t- ~ --- t: ..~: LJ.; 1,I'iZZ : 6 ! DO Z 't . l "I I,~I -"-\ Penult No. 1111111111111111I111111111111I11111111111I111111111111111111 2001018601 NOTICE OF CUMMENCEMENT Rcpt: 474456 OS: 0. 00 02/13/01 _____ __ _ ___ Rec: 6.00 IT: 0.00 Dptlf Clerk Sli:lla or P'~or1da County or Pasco TilE U!'lI)(:.r~SIGNr:D herehy 91ves DoUce lhnl 11I1PI"OVCIIIOl\l will be lllade ",L.o ctwlillll real I)I'operly, nnu III occur-dnnce wllh.Ch<1plcr 713, PitH-lei" SlilLl"Los, the rut,llIWlllY III(Or!Il11llull Is pruvlcJatl In lhls Notlco or CUllllllencclllenl: I. Descrlpllol1 or Property: Parcel No. Driftwood Trip~ex Phase IV~A, Lots 12, 13, 14, and the East 2,67' of Lot 1 TLegDldeScrlplloll o( the properly nnd slreet address Ir av~IICJble) 02-26-21-0240-00000-0130 2. General Description of Improvement . Construct new Tri ~1 ex JED PITT"R~ PRSCO COUNTY CLER~ 02/13/01 0~:3!rm 1 of 1 OR Bk 453t:>> PG 1665 3. OWller IllformoUo,,; Name General Home Development Corp. Address 1:;1924 ~+-'h c:....r......1- Illlerest In Property: n....~...... City Dade c:l tv Slate FL 33525 Nnmc or Fee Simple Titleholder: (I r olher lhnn owner) N/A ~1. Address ~ /'A _City Slnte Con lree lor: s. Address 13924 7th Street Surely: N<lme N/A At.ldress N/A Amounl or Bond: $ N/A Lender: NaMle N/A Address N/A C.tty Dade Ci ty Stale FL 33525 I i } N"me Genera1 Home Deve~opment Corp. City Stale 6. CIty S La le 7. Persons within lhe StilLe or FlorIda designated by Owner upon whom notices or olher documenls may be served as prQvlded by Section 713.13(1)(a)(7), FlorIda Statutes: Name N/A Address N/A tl . City 5 La le III <:iddll/on to himself. Owner ueS'gnftes N/A or - N/A . . to recolve i:l copy or lhe Lleno,.'s Nollce as provIded In Section 71J.13(l}(b)'. r-Iorfda Stillules. . D. Explrilllon dote of Nollce or Commencement (the eXJ')lrnllon dale Is I year rrom lhe dale of recording unless Cl dlrrerent cJilte Is speclfleu.) /Y- ,,-:: ~~,... <:::::7) Slgno lure of Owner: Sworn lo t1''ld SUlHlc.'lbed be (ore In8 lhls 7th (joy of February 2001, Notary Public: 1\ Comm # C~~~42 My COJnrnlsslOIl expires: ~\ '\ : r, 1,1[1 :- ..,.:: D'~ 6100 SE 68TH ST.C- '" ~(o I <O/\.().. .... . o...CAlA, FL 34480 r .J ,. !" (352) 307-7600 INSTALLED BY ... FAX (352) 307-7762 ~ ~J" .J\D I - 1 '-1 , DATE · - 1 \ \ ~ \.- \ ' ..le. I CUSTOMER NAME l' r _",,~ t.+-A..i...- ~ JOB LOCA nON TAKE OFF DONE BY'~',-" r\ 'S! COX INVOICE # COLOR OF SOFFIT: SIZE OF OVERHANG: DRIP EDGE TO BE INSTALLED BY COX: ROOF LINE: HIP GABLE SIDING IN GABLES: COLOR OF SIDING: TYPE OF SIDING: SCREEN ROOM: VINYL WHITE COX LUMBER CO. ALUMINUM DIVISION ~7;] S.R. 52 HUDSON, FL 34669 (727) 863-2100 FAX (727) 819-8996 LEGAL BLK DATE WANTED . (' \--\:---<. ~(~ ~~ ';. {" , ,.... \ ',' ( r ~ - ~), v...;.~'( ....: '-...: L.\..', ~ '- LOT PERMIT # STREET COUNTY l~,. ~.'..' \-......- -- ,- . JOB # W.O, # 19380 DBL4: BRONZE FASCIA FASCIA SIZE: YES TYPE RETURN: YES BRAND NAME: DBL5: DOOR: HIR SIDING: FOOTAGE: NO ~~foIi;~~"'-I~';. ~l: ... - . J.I LEVEL UPRAKE NO DUT/LAP HIL COX LUMBER CO, AGREES TO PROVIDE AND INSTALL THE FOLLOWING: C) r "', ~,-. p~ .~. C:~ ..r 5- ('-:'4 i: . '-- \v......, ~.d'- ~v..S1-~....... DIRECTIONS: -f' r 1'.. ~.~~c__L' ('"'t.v,,"""'" -L '---i..... ....\ - , '.' '-> () ;- '\...I_J '~~ 1"'(:o.-.! ~ 0.' ~_ .-........~._. r', G.....,""-_'". ~ .;J~.,.--. '\ ~J~ I Ci,..L.u.~ :;!f'''~'"", ' ---~ ~_'..... . '-'lo,. <. ~ -' .; PRINT BID ~.J..-~:~~:_:~~~': ~~~... .-.._ ".;~'~ "~~:'~.f~~ .-,,- . .".. '"'" -:.,.- .....- .>>." .. ~f;:$;.~~"':~,:-=-1.:-V ~.l_.~.a:''''~~.~_.. .;~~ F- :~: t:L.:..'r.:;;~ I::C. ~~~ ~ ;~.~~::~~~? ~'~~;:f;:~i':~,'-:-:-~ ~'..~ I . ~~~~~..~ .'U .. --- '-'\0.- - --".- --. . ...;; .,..../T,~.'~.........(-:-:';'O;.t:.:. ~ ..-....... ,J.'1II!I'..!'~..........lII... .",;.N~r J.i'~~::':'; =- TW"_....t:..,.. .:>--~{,":;'f'.:.-.-oiI .;.lit.;~I~...,I~,~:::';!... "-_N'- .~_.:.. .".l.'al~~ .i.=~...::...-.... I~'"'' ~.;_.'_.-,''''':J,"~~r~~~ ::;~:~~.?'~:::~!<~i-:':f. r::_J. "-':' lool"III.~"-"",-:'A.. I.....-i~;-,.:ft..~~.~...~_ ~....0-~~~~~.{ :~~ '~:'_ ,~... ~_-:'~)A:;'-_~~'.\ ..... ~~~ {;~~::~:~;:1 --on' Jt'--:-'--"'~ ......-... ... .." ..'f .-:,.... ~.A~-f ~ -.: .-l"\~ .:3 I .'jo.. ~ ~-__"..... ~.: ,~I. _~=-c. . SOFFIT 4' FASCIA 6" FASCIA J CHANNEL DRIP EDGE TRIM COIL TRIM NAILS 1X2 2X2 K. P. COIL K. P. TRIM MISC. MTL. SELL c:c, ;j\.ob -l- I G ( :.>7 - LAB. SELL ':,0 \ ',I ~. \'- ",. PRICE SUBJECT TO CONFIRMATION AND FIELD MEASUREMENT BEFORE INSTALLATION IS STARTED COX LUMBER CO. RESERVES THE RIGHT TO CORRECT ANY ERRORS IN EXTENSION AND ADDITION ON THIS BID. TOTAL NET SUM OF $ PLUS TAX: TOTAL: \0 SIGNED 31 b I. ~.3.. f.oJ"Jo \ l.P t, ;)_7. 3~ G, '7. - Title to above described property shall not pass by delivery, but shall remain vested in and be the property of Cox Lumber Co. until purc~se price has been fully. paid. All materials sold subject to lien laws. 10% handling charges on retumed merchandise. ALL INVOICES ARE DUE AND PAY~BLE BY THE 10th OF THE MONTH FOLLOWING PURCHASE. Payment not received by the 15th of the month following purchase will be considered delinquent al'r&a.l 1/2% interest charge per month will be assessed (18% per annum). This quote good for ten days. .' ~,~ .~ CUSTOMER ~ d~ ~~'~"'.""..".""..' 0 1 '. CI: ~SS; ~ ~;'~~""'"'-''''''''' ~ ~ ~ ,~ -~ '-"'" :1 ~-t c,~ .., J. SOLD TO ADDRESS COMMITTED TO PERFORMhtICij;.~UAUTY BUILDING MATERIALS AND SERVICES J 1 .: ':_" \ _ \1,-:.:.. ->-- DATE 8111~ C I -f -'i<:' \.~ \ \ \It. -\- b~g~R NO. <.>.i C h, \ \ ,_ ~LD ~ I III W :E fa~ I-UJ .Jy. o~ ala l:!~ !~ 00 ~&! 9~ ~a:g - v. @5 gill ~~ .;,~ ~~ wa "'< ~~ ~o ~ !fII t::::~ ..'" :Jo- ~~ ~~~ ~ffi ~iil! a:I LULU. ail: ....a:lll ~..; ~:J 0 ...~ a:~~ 8~ 5!E ~ a:: .. >c( ~ gg ~z!i 00 i:Q. ~~. Os ~ iLCI) LUZ:r ~!Z 58 ~ a::5 ~o ~ ~~ ~g~ ;:!o 0" 00 t=~ ~~ ~~ z~ ........ ~~ ~3 '::l ::l::;: o ~ ~ " ,€~ . ".,. . . '-V ..' , . ~~ ~ ..' \ \ \ ,oj, ; , +L l""lJ lc '\ , ~ \....... \ \ - . Sign On Receiving: X Sub Tolal ~~'t " RECEIVED ABOVE IN GOOD CONDITION BY: t Gainesville D Bayonet Point ff} Export D Palmetto D TAX. lc ~ (352) 331-7147 (727) 863-2100 (727) 327-4503 (941) 729-5688 .., , Qcala I Belleview D Land O'Lakes D Grand Cayman D Sarasota D TOTAL ~ J Eastern Ave. (352) 622-9676 (813) 949-7471 (345) 94!Hl661 (941) 365-3000 ~, , Leesburg D Oldsmar D Grand Cayman D Sarasota Truss D Sanford D Truss (352) 323-3400 (813) 855-7541 (345) 949-2441 (941) 921-5707 (407) 323-6990 Crystal River D Largo D Grand Cayman D Venice D Kissimmee D Warehouse (352) 795-8685 (727) 535-6435 (345) 949-6176 (941) 493-2207 (407) 847-2827 Inverness D SI. Petersburg D Dolphin Supply D Punta Gorda D Orlando I Ocoee D (352) 726-2901 (727) 327-4503 (345) 945-3706 (941) 575-2250 (407) 656-8424 Brooksville D Builders Hardware D Apollo Beach D Naples D Palm Bay D (352) 796-7232 (727) 327-7021 (813) 645-6451 (941) 593-5600 (407) 676-6196 . o z r- o 00 00 ~ M '-':". -. ::t> ".__, ,.-. :~., l~.. ~~ ~~r;; ~:-_:: \i, o. :'J ! .~~ -:..:r.. 1~' ~! .:~ ~' -:~i or:.'- .",-, .-., .,.. ~ii ~.;=- .~~ ~ ~,=; :\~ rl '-X! g .~~ :--< :.-.;.::; :--1 ::r:' :-.-"' :'"-..1 '::::-' ".:.~ r .,....~ ,,".;':. =:1: ,'-"""" -.. <7, ;.~,-E -,._-t~ -T ~:~; ~ ~;.~'~0 ~T~ r.'~l : ~ ' 1 .-;:::...' ~ ~ <--- Cl I v.~ '"1 + t "" " " I ..-- ,J... ~ or I I ~ i ..; i ! I I }- I f I I I I I ~ i- t ,r, ~. ..tJ i ~, .... / , I '. ", (:" ~ ~ 1 I , ::? \ ! J I ~ I I { r :_ ) ~ 1j. ~ ".. 0 C' j. j I ~ i ~ J ~ l f I ..., I I ',h, /- ~~ 7, C- ..t. 1 ~ I -, I 1 1 r 'I" I "' ,r ,j .L::- S' ~i.. ~~ t.. '''' \'0'" f6.r. i ~ .J ~ - ~ \'o1.~ t :J- 7tc/~ ~ \""J>' 'Sl. ':) ~ . ~....."'-:> \ \.)' \.," - -t:-'t",' ---- ~ p r I I ,'~ ';r"'''5. r ~\ ,'"- ~ . ~o~ ~~..... ~ '" < - ~ ,.,..~ 0 ~ ~Ij ~~ ~ SOLD TO COMMITTED TO PERFORWtJ~&:....QUAUlY BUILDING MATERIALS AND SERVICES I } ; .~ ~_~,_:.:.. ~ DATE 8/1 {~/ C I . \ ' \ YOUR ( . - .. '. -,,-" T ORDER NO. ,-'. C- h, \ \ _ ~LD '" w ::I f3~ t-W ~u.. o~ IDO W..: ::Iz 5:I: ::10( ",0 ~~ ~~ "'8 o:J a: wO 2 zz~ ~iil "'g .J!! ~~! ",'" "'-! ::I~ ~..:~ "'0( w~" ::ten ~ .;z:: ~~ ~o~ :!Sa <~~ 915 3!iil:i ""ID a:wa; 0iA: ~"'i ~;j ~;;! 0 8lii ~~; a:::I. ~~ 00 Clz 88 ~Q :t:t 01::: u..u) w~ o~ 58 ~:5 ~o ~~ ~8 ~8 oCl <.J ;:::~ ~~ ~~ z:t >->- ":0 wen ~~ ~~ o ~ ADDRESS . .'~ I . ',,- I'....; S J ~ -;,.:"v, :',- ,. 1 - '-/::; , . \ \ 'j, , . i ~ \. '... +L / -'" lJ tc " ; - , Sign On Receiving: X Sub Total ./'t , RECEIVED ABOVE IN GOOD CONDITION BY: t ......- Gainesville D Bayonet Point m Export D Palmetto D TAX ~ lc , ~J (352) 331-7147 (727) 863-2100 (727) 327-4503 (941) 729-5688 Ocala I Belleview D Land O'Lakes D Grand Cayman D Sarasota D TOTAL J J Eastern Ave. (352) 622-9676 (813) 949-7471 (345) 949-0661 (941) 365-3000 ~. , , Leesburg D Oldsmar D Grand Cayman D Sarasota Truss D Sanford D Truss (352) 323.3400 (813) 855-7541 (345) 949-2441 (941) 921-5707 (407) 323-6990 Crystal River D Largo D Grand Cayman D Venice D Kissimmee D Warehouse (352) 795-8685 (727) 535-6435 (345) 949-6176 (941) 493-2207 (407) 847-2827 Inverness D SI. Petersburg D Dolphin Supply D Punta Gorda D Orlando I Oeoee D (352) 726.2901 (727) 327-4503 (345) 945-3706 (941) 575-2250 (407) 656-8424 Brooksvllle D BUilders Hardware D Apollo Beaeh D Naples D Palm Bay D (352) 796-7232 (727) 327-7021 (813) 645-6451 (941) 593,5600 (407) 676,6196 . o Z r- o CO CO ~ M ;::-.:~; -r.:' I::? .~~ :::1: -::-~. '-:;"l ...... '7" ..-:;.' SECTION 2 ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS (' ~ /r- PAN ROOF PANEL ~ CONNECTORS ~ (PER TABLE 2.3) I L KNEE BRACE NOT REQUIRED FOR ATTACHED STRUCTURES AND ROOF PROJECTION FROM HOST LESS THAN 20' KNEE BRACE REQUIRED IF POST NOT SET iN CONCRETE FOOTiNG COLUMN @ SEE TABLES FOR BEAM SIZE ~ @ ! T~-- I , I l i ;1 I, ! II ~ ~\ I / ~I < .. , KNEE BRACE M /;/' I ! /'l' I ~ @ I ~ @ I ~ @} ~/ V""" :1 I " INTERNAL ANGLE OR U-CLlP CENTER OF , BRACE ,( CONNECTION START OR END OF BEAM SPAN 2" x 3" x 0.050" MINIMUM KNEE BRACE (SEE TABLE 2,3) CONNECT KNEE BRACE TO COLUMN AND BEAM WITH 0.050" 'U' CHANNEL, 'H' CHANNEL, OR GUSSET PLATE, FASTEN WITH S.M.S. AT EACH CONNECTION POINT PER TABLE 2.3 KNEE BRACE TO POST DETAIL - BEAM PERPENDICULAR TO ROOF Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P,O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767~556 SEAL PAGE @ COPYRIGHT 2000 2-12 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.'BENNETT, P.E. SECTION 2 ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS '1 I I i - --I I I ~ i J I '" - - -- - - ~ - ~- - ~- -~- - - - - -- - - -- ~ (n w Q ~ ? ROOF PANEL SEE SECTION 7 FOR NUMBER OF BOLTS AND SIZE OF POST (SEE TABLE 2.3) -- ANCHOR (SEE DETAIL FOR PAN OR COMPOSITE PANEL) ~, ..., J BEAM AND POST SIZES (SEE TABLE 2.1.1, TABLE 2.1,2 AND I OR TABLE 2.2.1, TABLE 2.2.2) ..., ~~ \ ~\ COLUMN NOTCHED TO SUIT SIDE NOTCH POST TO BEAM CONNECTION , - - - - - - - - - -~ - - - - - - - - - - - ~ U) w ~ rv <{ > ROOF Pl,NEL SEE SECTION 7 r ~ SIDE BEAM L ';l-L ':9) ..., ~ @, -- i '--- r ~ c- I I ~ ! . I ! I \ \ I " \ I I " \ j I ANCHOR PER DETAIL I FOR PAN OR COMPOSITE PA1'JEL FOR NUMBER OF SOL TS AND SIZE OF POST (SEE TABLE 2.3) BEAM AND POST SIZES (SEE TABLE I 2,1.1, TABLE 2.1.2 AND I OR TABLE 2.2.1, TABLE 2.2.2) COLUMN NOTCHED TO SUIT @ --" @ ~, I 1 3/4" x 1 3/4" X 0.063" RECEIVING CHANNEL THRU SOL TED TO POST WI THRU BOLTS FOR SIDE BEAM (SEE TABLE 2.3 FOR NUMBER OF 80L TS) ! I / CENTER NOTCH POST TO BEAM CONNECTION Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT PO, BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-&556 SEAL PAGE 2-14 @ COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT, P,E, I ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS, SECTION 2 1fT / TOP OF GRADE II COMPACTED BACK FILL I I 3" x 3" POST (SEE TABLE) (2) 2" x 2" x "t" ANGLE OR (1) U CHANNEL x "to 3/S" x 3-1/2" BOLT N SO LB. 2500 PSI -- "t" IS THICKNESS OF ..- CONCRETE PRE-MIX I REQUIRED POST (Y) ';<-- l I 3" EXTRUDED ALUMINUM ! BASE 16" '/ " " ALUMINUM POST AND BURIED FOOTING CONNECTION r- / I POST IN CONCRETE #40 BAR 12" LONG / I / 3" x 3" POST TURN BOL TEDT TO ANCHOR. RISER POUREQ COf'JCRETE (REFER TO TABLE 2.4) 2-3/4" x 2-3/4" x 2-1/2" LONG x 1/S" TUBING WELDED CONf'IECTiON /1 , I , I ~::'-'<.. o .... '< I ::J .... i < T Y <~~-> ~ ,/.. ,-.......- '-... --- ""-..,,,./ ~ Y F,<\STEN (SEE TABLE 2.5) 12" x 12" x 1/4" PLATE \ 3-1/2" CONC. SLAB . POST MAY BE FILLET WELDED DIRECTLY TO BASE PLATE ISOLATED FOOTING BASE ANCHOR CONNECTOR FOR POST TO SLAB CONNECTION Lawrence E Bennett, P. E CIVIL ENGINEER, DEVELOPMENT CONSUL T ANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767~556 SEAL @ COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE-E. BENNETT, P.E. PAGE 2-17 ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS SECTION 2 Table 2.1.2 Allowable Roof Beam Spans for Carports, Patio Covers, Screen Rooms, and other Open Buildings with Solid Roofs Aluminum Ailoy 6063 T-6 Wind Zone = 102 MPH I 110 MPH 120 MPH 125 MPH 140 MPH Applied load = 17# I Sq. Ft. I 20# I Sq, Ft. 23# I Sq. Ft 26# , Sq. Ft. 32# I Sq. Ft. load Width 2" x 6" x 0.050" x 0.120" Self Mating Beam 6' 15'-1" 13'-11" 12'-11" 12'-2" 10'-11" 8' 13'-1" 12'-1" 11'-3" 10'-7" 9'-6" 9' 12'-4" 11 '-4" 10'-7" 9'.11" 8'-11" 10' 11 '-8" 10'-9" 10' -1" 9'-5" 8'-6" 11' 11'-2" 10'-3" 9'-?" 9'-0" 8'-1" 12' 10'-8" 9'-10" 9'-2" 8'-8" 7'-9" 13' 10'-3" 9'-5" 8'-10" 8'-3" 7'-6" 14' 9'-11" 9'-1" 8'-6" 7'-11" 7'-2" load Width 2" x 7" x 0.055" x 0.120" Self Mating Beam 6' 16'-11" 15'-8" 14'-7" 13'-8" 12'-4" 8' 14'.8" 13'-6" 12'-?" 11'-1 A" 10'-8" 9' 13'-10" 12'-9" 11'.11" 11'-2" 1 0'-1" 10' 13'-2" 12'-1" 11'-3" 10' - 7" g'-7" 11' 12'-6" 11'.?" 10'-9" 10'-1" 9'-2" 12' 11 '-11" 11'-1" 10'-4" 9'-8" 8'-9" 13' 11'-6" 10'-7" 9'-11" g'-4" 8'-5" 14' 11'-1" 10'.3" 9'-6" I 8'-11" 8'-1" I lead Width 2" )( 8" )( 0.072" )( 0.224" Self Mating Beam I 6' I 22'-0" 20'-4" T 18'.11" I 17'-10" 16'.1" 8' I 19'-1" 17'-7" I 16'-5" I 15'-5" 13'-11" I 9' I 17'-11 " i 16'.7" I 15'.5" I 14'.6" 13'-1" 10' I 1/'-1" I 15l-9" I 1.1'-8" I 13'-9" 12'-5" I 11' I 16'-3" i 14'.11" 13'-11" i 13'-2" 11 '-1 0" ! 12' I 15'.7" I 14'-4" 13'.5" I 12'-7" 11 '-4 It ; I 13' i 14'-11 " I 13'-9" 12'-10" I 12'-1" I 10'-11 " 14' I 14'-5" I 13'-3" I 12'-5" I 11'-8" lC'.6" Load Width ! 2" x 9" x 0.072" )( 0,224" Self Mating Beam v ! 24'-5" j 22'-6" 20'-11 " I 19'-9" I 17'-9" ! 8' ! 21'-2" ! 19'-6" 18'-2" 17'.1" 15'_5" r g' I 19'.11" I 18'-4" 17'-2" i i 6'-1" I 14'-6" , ; 10' 18'-11" i 17'-5" i 16'-3" 15'-3" 13'-9" I ! 11' I 18'-0" I 16'-7" ! 15'-6" I 14'-1" 13'.2" I <~, 17'-3" I 15'-11" 14'-10" I 13'-11" 12'-7" ,"- 13' 16'.7" I 15'-3" 14'-3" 13'-5" 12'-11'1 I 14' 15l~1 -;" I 14'-9" I 13'-9" 12'-11" 11'-8" Lead Width 2" x 9" x 0.082" x 0,306" Self Mating Beam 6' 26'-4" 24'-4" 22'-8" 21'-4" 19'.2" 3' , 22'-10" I 21'-0" 19'-7" 18'.5" 16'-8" g' 21'-6" 19'-10" 18'.6" 17'-5" 15'.8" 10' 20'-5" 18'-10" 17'-7" 16'-6" 14'.11" 11' 19'-6" 17'.11" 16'-9" 15'-9" 14'-2" 12' 18'.8" 17'.2" 16'-0" 15'-1" 13'-7" 13' 17'-11" 16'-6" 15'.5" 14'.6" 13'-1" 14' 17'-3" 15'-11" 14'-10" 13'-11" 12'-7" Notes: Above spans do not include length of knee brace. Add horizontal length of knee brace to above spans for total beam spans. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P.O. BOX 4368. SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-<>556 SEAL @ COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF U.WRENCE E. BENNETT, P.E. PAGE 2-21 SECTION 2 ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS Table 2.2.2 Allowable Attributable Roof Area per Post for Carports, Patio Covers, and other Open Buildings - ALUMINUM POSTS Aluminum Post Wind Load = 102 MPH I 110 MPH 120 MPH 125 MPH I 140 MPH Applied Load = 17 #/Sq. Ft. I 20 #/Sq. Fl 23 #ISo. Fl 26 #150. Fll'32 #lSQ. Fl Maximum Allowable Roof Area in Square Feet for Various Loads on Post HeiClht Load in Lbs 3" x 3" x 0.090" Hollow Extrusion - Aluminum Allo~ 6063 T-6 11'-10" 5,184 305 259 225 199 162 13'-10" 3,888 229 194 169 150 122 15'-10" 3,024 178 151 131 116 95 17'-10" 2,268 133 113 99 87 71 Height Load in Lbs 3" x 3" x 0.125" Hollow extrusion - Aluminum Allo\l 6063 T-6 13'-9" 6,912 407 346 301 266 216 16'-1" 5.184 305 259 225 199 162 18'--4 " 4,032 237 202 175 155 126 20'-7" 3,024 178 151 131 116 95 Heioht Load in Lbs 4" x 4" x 0.125" Hollow Extrusion - Aluminum Allo~ 6063 T-6 15'-9" 9,312 548 466 405 358 291 18'.5" 6,984 411 349 304 269 218 21 '-0" 5.432 320 272 236 209 170 23'-8" 4,074 240 204 177 157 127 Steel Post Wind Load = 102 MPH I 110 MPH 120 MPH I 125 MPH I 140 MPH Apolied Load = 17 #/50. Ft.l 20 #150. Ft. 23 #/50. Ft.1 26 #/Sq. Ft.1 32 #/5Q. Ft. Maximum Allowable Roof A.rea in Sauare Feet for Various Loads on Post ! Heiaht Load in Lbs I 3" x 3" x 14 Gauge Post - 46 k.s.i. Steel ! 19'-10" 10.050 591 I 503 437 i 387 i 314- I 21'-9" 7,430 437 I 37? 323 i 286 i 232 I 23'-9" I 5.538 332 I 282 245 I 217 I 175 I 25'-9" I 4.371 257 I 219 190 I 168 I 137 .Heiqht I Load in Lbs 3" x 3" x 11 Gauqe Post - 45 k.s.i. Steel 19' -8" I 15,870 934 I 794 I 690 i 610 ! 496 I 21'-7" I 11.730 690 I 587 I 510 I 4'" I 367 vi I 23"0" I 8.970 528 I 449 I 390 I 345 , 280 , I 25'-6" 6.900 406 j 345 300 I 265 I 216 Heiqht Load in Lbs 4" x 4" x 14 Gauc:e Post - 46 k.s.i. Steel 26'-8" 12,650 744 633 550 I 487 I 395 29'-3" I 9,350 550 468 407 I 360 I 292 32'-0" I 7,150 421 358 311 I 275 I 223 34'.8" I 5.500 I 324 2/5 239 I 212 I 172 Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P.O, BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767..0556 SEAL PAGE 2-24 @ COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS, SECTION 2 Table 2.3 Schedule of Post to Beam Size and Number of Thru-Bolts Required Aluminum Alloy 6063 T ~ Beam Minimum # Thru-Bolt @ L=D+'j," Minimum Min. # Knee Size Post Size 1/4" " 3/8" " Knee Bides* Biaca Screws 2" x 3" x 0.050" Hollow Tilt 3"x 3"x 0.060. Scalloped 2 - 2" x 3" x 0.050" (3)#8 2" x 4" x 0.050" Hollow 3"x 3"x 0.060" Scalloped 2 - 2" x 3" x 0.050" (3)#8 2" x 4" x 0.038" x 0.100" Self Mating Beam 3"x 3"x 0.060" Scalloped 2 - 2" x 3" x 0.050" (3)#8 2" x 5" x 0.050" x 0.100 Self Mating Beam 3"x 3"x 0.060" Scalloped 2 - 2" x 3" x 0.050" (3)#8 2" x 6" x 0,050" x 0.120" Self Mating Beam 3"x 3"x 0.060" Scalloped 2 - 2" x 3" x 0.050" (3) #10 2" x 7" x 0.055" x 0.120" Self Mating Beam 3" x 3" x 0.093" 3 2 2" x 4" x 0.050" (3) #10 2" x 8" x 0.072" x 0.224" Self Mating Beam 3" x 3" x 0.093" 3 2 2" x 4" x 0.050" (3)#12 2" x 9" x 0.072" x 0.224" Self Mating Beam 3" x 3" x 0.125" 4 3 2" x 4" x 0.050" (3) #14 2" x 9" x 0.082" x 0.306" Self Mating Beam 3" x 3" x 0.125" 4 3 2" x 4" x 0.050" (3) #14 The minimum number of thru bolts is (2) * Minimum post/beam may be used as minimum knee brace Table 2.4 Applied Load = Existing Slab on Grade with unknown reinforcement Isolated Footing Rating '# I Uplift Dimensions** Ma:::imum Attributable Roof Area in Square Feet 1 '-0" x 1 '-0" x 1 '-0" 520 30 I 26 22 20 16 1'-4" x 1'-4" x 1'-4" 1000 I 59 I 50 I 43 38 31 1'-6" x 1 '-6" x 1 '-6" 1320 77 -, 66 57 I 51 41 I 1'-8" x 1'-8" x 2'-0" I 2040 1"n I 102 S9 78 i 64 L.~ 1'-8" x 1'-8" x 2'-6" 25.10 ,50 I 121 111 98 I SO 2'-0" x 2'-0" x 2'-0" 2640 j 155 1 132 115 102 S3 I 2'-0" x 2'-0" x 2'-6" 3300 I 19.1 I 165 I 143 127 I 103 I 2'-6" x 2'-6" x 2'-6" 4000 ! 270 I 230 200 177 144 2'-0" x 2'-6" x 3'-0" 4S00 I 324 I 276 240 212 172 "Notes: !sciated FGOling is a poured concrete rectangular selid (Length x Width x Depth). Slab on grade must be new or in good condition. Pre-Cast Block Footing Pre-<:ast footing block ( 16" ::: 16" x 4" ) at 24" below grade with 80 '# bag pre-mi::: concrete and backfilled to grade. Dimensions Uplift Ratino # Maximum Attributable Roof Area in Square Feet (1) SO# Baa 1,734 102 S7 76 67 54 (1) 80# Baa 1,S19 107 91 79 70 57 (1) SO# Baa 1,904 112 95 83 73 60 Note: Maximum uplift on post is determined by multipying maximum attributable reof area x applied load. Example: Post tributary roof area = 77' Applied load for 110 MPH wind zone = 20#/Sq. Ft. Uplift on post = 77 x 20 = 1,540# , Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O, BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-<3556 SEAL @ COPYRIGHT 2000 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITIEN PERMISSION OF LAWRENCE E. BENNEIT, P.E. 2-25 SOLID ROOF PANEL PRODUCTS SECTION 7 fl Ll J 12" n 1 I 1 12" WIDE x VARIOUS HEIGHT RISER [INDUSTRY STANDARDl ROOF PANEL [1 f J 12" I, A 12" WIDE x 3" RISER INTERLOCKING [INDUSTRY STANDARDl ROOF PANEL J l i J i 12.00" "'~ INDUSTRY STANDARD CLEATED ROOF PANEL ~I~u SELECT PANEL DEPTH 1 FROM TABLES ~ ................... ..~.. ....................... ........................ ....................... ........................ ................... ........................ ....................... ........................ ....................... ........................ I I ..,1..- ALUMINUM SKIN E.P.S. CORE SIDE PANEL CONNECTIONS VARY (DO NOT AFFECT PA.NEL SPANS) 48" COMPOSITE ROOF PANEL [INDUSTRY STANDARDl Lawrence E. Bennett, P. E. CIVIL ENGINEER. DEVELOPMENT CONSUL TANT P.O. BOX 4368. SOUTH DAYTONA. FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-<;556 SEAL @ COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITrEN PERMISSION OF LAWRENCE E. BENNETr. P.E. 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'"" , '" - . ~ 0 I;:: :r;i~I-!-I-I-i-1 I -I ' I " ' i :: i; :: I:: I:: :: j:: I:: .- i~I~lql~l~j-l~ ~ E ~1~,~I~I=i~'I';: ~ --;:, IiI, 2. ~ ~1~laoINI~ ] _ NINI"'I"" "" ~ J< :Ii OJ c:. :Il,o co' ::1 ~l .!!! c:: ,~ Ca ~ ~ ...J )( ~ - ... (; c.. c- I:.., c- c., ~ c. ::;: ::;: ::;: ::;: ::;: ::;: CD a: N <::: e e 0 e <::: .... N "" ~ It) - - .... .... - ... Gl o z << .. J!: ::: i C; ;;; ,.. I c - < ...J = ... -g 0 I:.., '01 ::;: ~ CD c:: N e ... ;., Lawrence E. Bennett, P.E. C:'1fL ENGINEER - DEVELOPMENT CONSUL TANT ;:>,0 SOX 4368, SOUTH DAYTONA. FL 3212. TELEPHONE (904) 767-4774 FAX (904) 767~~56 SEAL PAGE @ COPYRIGHT 2000 NOT TO BE REPRODUCED II, WHOLE OR IN PART WITHOUT THE WRiT7EN ;:>ERMISSION OF LAWRENCE E BENNETT, P,E ~ (:, o <::: )( r-- ~ N - c-. ;- " '" 7-15