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Home My WebLink About01-0426 BUILDING PERMIT N~ 0426 CITY OF ZEPHYRHILLS (813) 788~6611 Permit Date 7. It (;; Ie I I .- 00 0'). -- BUILDING '10 ~ ELECTRICAL PLUJeING ME~NICAL Sewer Conn Water Conn: Property Owner: g. cJ..q" ,J J.le", I<. 5 2 5tJ "7 r~" C"'+. Job Address: } >_ Parcell.D. # ll. 1~ ... 11, 00' () , \ 1. ~,;o 0 ,-g 0 Water Meter: T.I.F.'s: Zoning: Energy Code: Description of Work I 1 ' X 20 ,-=.; cJfP\ Radon Gas: q dd. j, "'1 2,'-!.::: FINAL NO OCCUPANCY BEFORE C.O. Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. c.o. Inspector Permit Fee _~ 7., 42 I. ): Signature ~ ~ ~cw.Y . Company Address ,A. Telephone# I~ d- '~Ce I Ja Valuation or Contract Price 96 .~o, ~ City License Registration # State Certified License# A I '-< '"'"" . L-.J. -Sv-d" BUILDING ElECTRICAL PLUM ING MECH NICAL Ftr. Pre SLB Lintel 7-1'3 - 01 ~fC Tp. Servo Rough In Meter Can Const. Pole Pool Pre-Meter Final ~--JO-DI51<. SLB Tub Set Water Sewer Final Breakers Ducts Insl. Compressor Final FRM. Insul. CL WL .g,ia:; r;).I/!L 9-s-olsl<. Driveway 6I1EIITIIIJJ6- ?-I-O / ,jR- <;(-- /0-0 / !f,R- 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 "NOTICE" OF ADD.ITION OR CORRECTION BUiLDING DEPARTMENT DO NOT REMOVE I ADDRESS ~ DATE PERMIT .". I ,5":1.5tJ:7 ,5/ /)f-t1f -tJ/ /I J- (:, THIS JOB HAS NOT BEEN COMPLETED. T~e following additiqns or corrections shall be made before the job will be accepted. , II il unlawful tor any Carpenter, Contractor. Builder, or other peraanl, 10 cover or cauae to be covered, any part of the work wllh flooring, lath, earth or other material. until the proper InlpKtor hal had ample lime to approve 'he Inltallallon. OFFICE HOURS 8 - 5 MON.-FRI. INSPECTOR " , Get II<?~ I 7!9(~1 ~ ~~\.'~ 52- 5 ~ :3(1..0 5+ : &~5 Il-COM- . sa. Fa5T PRIC& '. .. ... OR LivING .-... s 0TtER.AREA UM:IER --- $ VAUJA'l'IDN S .... ~ $ /05 / u~ ~r: s - . $ "I0.j~ plI,- ... '$ tJift . s (IJ);+ 1--'-tO $ 2, ~o I Tl F'I!I i $ ;J Jrt ., if;. /47, lfD I ~~~y OF ZBPHYRH~LLS PBRHIT APPLICATION BUILDING DBPARTMBHT 5335 B~ STRa8T Z"HYRBILLS, PL 33540 1Iholl..'813-780-0020 PQXI813-780-0021 ~ I DATB UCIlrvm -, ~ 01 PLJUfS RJrVl:1IIf nil OWNER'S NAME t< 1 ~ ~h4 Jtj) /J c ",()C.. JOB S!TE ADDRESS 3 .>) 1'"D :.J tU/.-Jf: :J~tt'~ff ~. PHONE CONTACT ~'/ :7JSLJ/ LBGAI.. DESCRIPTION: LOT(S) aLOCK StmDIVISION PARCEL ID # II ,# ~;l..1 IJO tD WORK PROPSED: ONEW CONSTRUCTION DSIGN I ;}5'DO 01 ?o Q(AnDITION o MOVB (OBTAIN FROM PROPERTY TAX NOTICE) o ALTERATION o REPAIR [] INSTALL o DEM.OLISH PROPOSED USE: []SGL FAMILY DWELLING o COMMERCIAL OMULTI-FAMILY o INDUSTRIAL []# OF UNITS o SWIMMING POOL o MOBILE HOME o OTHER " D RESTAURANT & HEALTH DEPARTMENT APPROVAL DESCRIPTION OF woax ({O()W\ BUILDING SIZE ,!,LA 7--b SQUARE FOOTAGE ~ yo HEIGHT /0 J RESIDENTIAL: COMME!tCIAL ; 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. PBRMITS REQUBSTED Jlf BUILDING g{ ELECTRICAL $ 96t!tJ, CO VALUATION OF TOTAL CONSTRUCTION AM{I SERVICE o FLORIDA POWER o W.R.E.C. o PLUMBING o MECHANICAL $ VALUATION OF MECHANC:rAL INSTALLATION o GAB o ROOFING o SPECIALTY o OTHER TYPE OF CONSTRUCTION: 0 BLOCK o FRAMS: o STEEL o OTHER FIN~SHED FLOOR ELEVATIONS . . IS PROJECT IN FLOoD YES 0 NO BUXLDD BLBcrncIU ;;;72:..... SIGNATURE . COMPANY STATE CERT OR R2GIST CITY PROCBSSING # SIGNATURE *************************************** COMPANY C!.A- ~ ~ (l()o kl STATE CERT OR REGIST # IE- ~ D()l) 0 J bO CITY PROCESSING # **********************************.****.********~~!**...********** PLUMBD COMPANY Sf ATE CERT OR RBGIST # CITY PROCESSING # SIGNATURE IIBCBANlCAL *..************.......*************........* COMPANY STATE CE OR REGIST # CITY PROCESSING # ****.***.******** SI~TURE ************..**....***************.******.****************...**. O'l'BD SIGNATOlUil COMPANY STATE CERT OR REGIST # CITY PROCESSING # *.************...****..***********...***..*************.......*** l 'd 6tLO'ON SlI1H~AHd3Z ~o \l1J ~dlt:ZI IOOZ 'S 'inf A. NOTICE OF DEED RESTRICTIONS The und.~.1gned understands that this pe~t may be subject to ~deed restrictionsq 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 ~wner 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 lsnot licensed as requlr.d by law, both the own.r 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 tor the intended work, they are advised to contact the City of Zephyrhills Building Department, 813-788-6611. Further.more, if the owner has hired a contraotor or contractors, he is advised to have the contractor(s) s1gn portions of the ~Contractor Sect10nsN of thle application for which they will be responsible. If you, as the owner signa as the contractor, you are indicating that you, rather than the contractor, are responsible for the work. If the cont~actor wishes you to sign as contractor that may be an indication that he is not properly licensed and i. not entitled to pe~tting privileges in the City of Zephy~hills. ~ _ 'I''AIl.'N'RPnQ'I''a'l'TI"Il.l 'TVD7\f"JI> 1l'U'1l'l> "'''Tn nmTT T"'" ...."........."'"'"T..... ___ D. CONSTRUCTUION LIJ!:N LAW (CHAPTER 71:3, 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 ~onsumer Aff~irs. If the applicant is someone other that the ~owner", I cerity that I 'have obtained a-copy of the above desc~ibed 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 in!ormation in this applicat10n 1s accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning, and land develQpment. Application is hereby made to obtain a pe~t to do work and installation as indicated. I certify that no work or installation has oommenced prior to issuance of a permit and that all work. will be perfonmed to meet standards of'all laws regUlating construction, City code., 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: *Dep~rtment of Environmental Regulation-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Landa, Water/Wastewater Treatment *Southwest florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses WAxmy Corps of Enqineers-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 "Aq or "A,etc.H, it ie understood that a drainage plan addressing a ~compensating ~olume" will be subRdtted which is prepared by a professional engineer registered in the State. of Florida prior to permit issuance. A pe~t issued shall be construed to be a license to proceed with the work ~nd not as auth9rlty to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall iSluance o~ a per.mit prevent the Building Official from thereafter requlrinq a correction of errors in plans, construction, or violations of any code. Every per.mit issued shall become inval1d unless the work authorized by such per.mit is co~nced within six months of issuance, or if work authorized. by the p.~t 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 dur1ng each six month periOd, or the project will be considered abandoned. WARNING TO OWNBR: YOUR FAILURE TO RECORD A NOTICE OF C~CEMENT ,MAY RESULT IN YOUR PAYING TWICE fOR IMPROVJ:MENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FIN1\NCING, CONSULT WITH YOUR LENDER O~ AN ATTOMEY' BEFORE RECORDING YOUI\ NOTICE OF COMMENCEMENT. JOBS UNDBR $2'~O'r NEED TO lU<CORD AND POS." A '''<>TreE ~.. SIGNATURE: OWNER OR AGENT SIGNATURE: CONTRACTOR ST;ATE OF FLORIDA /J _ .d . COUNTY OF ~ The fOr~egOin instrument w.s~~owledged Before m~. :? day of ,,~ ' ~ ;:1ao/ by _~: ~ (name of pe~son acknowledqed) ~o is personally known to me, or STATE 01' FLORIDA ~ COUNTY OF - The fo~:r:eqOln. instrument. waS~/7~a9:" OWledge~ Before $ -3- day of ~ . ~ 'CtJI by (name of person acknowledged) ~who is personally known to me, or o who has produced ~did(~~~f identification) an~d_":~ an oath. Signature o~ p'~n tak~~~R~~~:=~~lJement < . ",)~:"i'~~.~), Notary PubliC. Stdle of ,,c. . /.~.( ~~ ~. 120D2 Name typed, ;~,:,l~'o o~ cst..Il\fIIed717~l and~d Signature of Name typed, - '-_'t.'';"-Cl~-~ ,-:; .'<::,"" . ---:;J"'I'7""S'-- ,~ ':7"',~~ (; 'd C; +. Lr' , ON 'J f ,.I Sll[H~AHd3Z jO AI1J V1 d G V : 6 l l 0 0 (; . S 'I n f ACE ALUMINUM It CONCRETE, INC. JUN-05-01 03:03 PM ACEALUMJNUM 613 782 '(',6'" 38126 2nd A".. Z'Dhvrhlll.. FL 33640 ......... SOLD TO ~'C~ ~;./ ffi....... /L ADD"ESS J P'!fJ:J<f J'.,JJ.. A~ SHIP TO DATE PHONE jv,9-- 71 71 P.01 Job No. Phon.: (813) 782.211' r.,' I, -'I" 71 ,Ie' I. - I;" )C ell /!LI.-, ~r f' f /It 1; A-r- ~ 'I )(;' ~,f"'IVI/l . fl/,~~/,...,.*I ItI/J II . . 1;1 X Irx IJ. I <<1/11. Z/J f,., 1/J-11 "- EI1JJ~l'- t: J) ~r- IN' + , The undefIIaned qrees to pay , . tNST AlllRS IN FULL ON COMPlETION PERMIT PlIa TAX TOT At CErO ~Cf C.O,D. ...... -/.d.-tD--ei~ ;;rr-- cV- I)~P C~__1U" :( ~tJ(h tJcJ SlTR 1'1.Ml . (llESlDENTlAL usa nUL'i ~ "AIlCEI. I.ll. .J.L ~Et; l( lUlU (OJ 0 SUllU IJf'tXJ llLUl:K ~ Lor I"UH'I~IIT'" . IlEAsun'..~"urr .... .. l:\JltiU:IH U\ltmns .J< \(', \\- A ~ 0 J....fJ4-.1Jf ~8e,v 11 &1<</ K. H^TE 7 - ;)-O( _ '7 8TH AVENUE 60' R/W Ci ~ l.l ~ I::) - Jl2'. .I. C:.ct ... ...~. . 8L~ ~ 72.00' D. Jl2'. ~. 72.01' M. .e", 68.00' P. 68.01' M. Jl2'. ".-1r ~e "0,. I oC\ 19.9J' '''-'',0., :...:.:...,.: . i.:..~:.\:.~ <:,;. 89'49'28 II. ,:-. \. .....,. ;:.~ ~ .. ,.~..~.. ,. "" it . "0" "0. ..' ..;...... ,..... iiJ .... .' '. . I\:) g .... O~~ - ::. -.- .' "-3 Si\ ; ..~:t ~-:..' l1I 90.,0'32. M. 4.1' RalAJNING CAST co N'OF ~ BLOCK 125 1& 20 ~ ~ l::!. 9OTJ5'OO. II. 12.U ~ ~ tI) ~;a ~ --... co s... I::) ~. ~ l::!. RD/A1NING CAST 68' OF BLOCK 125 19 ~ l::!. ~ ~ .... l::!. ~ ~ ~~ Cii ~;:: ~ ~ O\i P .;;;:;~ l::!. Ol~ 22. 72' Roof ~ RDO~ 1'0 R 6/JU4tG sc.I661ol t?,.,.. : 25.3' ~ .rJl2'. ~. .'~ _.e'!..- _ _ iOTA'53. II. I IlE'ST 72' OF THC NORTH 3' OF LOT 17 BLOQ( 125 ~ l::!. RD/AlNING CAST N'OF BLOCK 125 18 ~ l::!. :a. ,... ,... ,." "'< 11.66'_11.70' Jl2'. ~. I.", 72.00' D. ~ =" l::!. RDlAJNING PORT1ON OF' BLOCK 125 17 5110W hl~L EX1Sl'lHG ANO rnorOSli.O s'rnUCTUItES OIVUIG DDl.P.USlotm AND Slrl'llhCrS, IIU..', 1I/IlIC^TE ""Y UOUJES Of Y^Tf.R AND no.wy^ys (INCLUDING NAHES) ADJ^c~'r TO TilE 1>1l0Pli.IITY, ltlUIC^'I'E ""r. SJ.1.E, YEJ\ft, Mfb HmE OF Hoa:U.EI BUCIl AS 11' x 60'. 198\. FLEETWOOU, ~li "EASEtIEN1S". IIRIGIlT-OF-WAY" C1nd ~'JURlSblCTlO"^L LINES". m'uIH: bo shown on all sHI! phIl!!. UO 1101' ENCROACIl uno ANY EASEtlENT WITII ^ STRUCTURE .,' I PROPOSED AOomol1 -"'-\~D'l[ ItoME S[ rup ~ 'tA\.I: I.. .,. .,,'-. I I.. ,.,. . ......011.' __J'" ."011.1 .' ........, 1I I ..i'. ~," I .,,~. ~II~ _'ir~...o,.18 :l""!~~ ~HQ1 J.~" .'~"i,;!ri~o"":!'~i.y.. o. o' ; ,,' ,. .~. .... '(.'. .' ."1 .... :J II.. .:,.::., . JL _ t' C .u. - o. - v 0 8 n o. 0 u' 'I. R t I II J." - ... U' ,..; r-o""ft' :1 .. - .. ". ." -..t" · ..... I. ...... · ~ iff ' ! ~ '; '\ ! IIDUS[ CON SfAUCTtON It....: ,'. ..' ,\ . , . It;f ;...\ij;.L"I....l.\.j. ~t~ ;'i'.\.,:.~;.lr(.~,..;)'~,...!:(!.'.,r~ " . ...... '. ~" ... I: ~ -1~ H..,. o . t' to' rD' I"" .J_ 10' ...., iuho "AMI . 110"0 "..Ml "0"0 """'I c; 11 p.Ill :1I1! rl' (:) o ~~~ I ~ _ ~~ - q.. ti' i ~ ~ t .~ ~ ~ ~ ;:.:::- """:. r ~ ~ '\:) \ o ~ ~ ~ 0_ ~ ':::::J //~'l:::> i? ~~ ~ E-r- ~ V'lIo :J.rfr. r ~' ~ . -. ~ ~ '^~ f' ("I ~ ~ ~ " Th B ~ l1\ r-- ~ <:: ~-'~ ~ -..c' ~ --; ~ '" ~ ~'~\rt~ I '\..) ~~r:\ , ~'P~~\/' ~}; ~ ~ t ~ J:~~< I f:l '><. ~ ~ ." ~, VI ~ " ~" 0'. ,... ."'- - \l):;;, t'() ~~ S. ~ 0' ~ f~ E ~~ i ~ V'o ~ t _ -4-\ ! ~J "' ~J,~ ;it ~ C" 2 ~ ;J1 S:. f' ~i ~ l' C \II. [ ::; ~ !?' - ~ :r' v"' 'l -...J V -\ C ~~ e;rt ~ ~\ ~ ~ ~ 0. 'f1' I UI "I'\- ~: ~ R \ ~S~iJ\l .. ~~~~ :zJ '.l. .2 G t ~ . V\I l!J L j t ( ~F~ "" C7'J JI 'r'\ .~ ~ <r) !? ~ "'....... - 1 '-1'\ ~ ~ ~ t ~ ~ " (' ~ ~ ~ ~ ~ ~ ~ ~ c: .~ " ~1' tEl ..J, , \\).J '" . ~ ("" "i 'Ii! g ! .. 1= ..11, SECTION 2 ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS (1) #50 BAR CONT. 8" (1) #50 BAR CO NT. 12" TYPE I FLAT SLOPE / NO FOOTING 0-2" /12" TYPE II MODERATE SLOPE FOOTING 2"/12" -1'-10" TYPE III STEEP SLOPE FOOTING > 1'-10" NOTES: 1. NO FOOTING OTHER THAN 4" SLAB IS REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL THE CARPORT OR PATIO COVER EXCEEI;>S 20'-0". THEN A MINIMUM OF A TYPE II FOOTING IS REQUIRED. 2. FOR WOOD FRAME UTILITY SHEDS THE MINIMUM DEPTH OF THE FOOTING SHALL BE 10" FOR TYPE II FOOTING AND 14" FOR TYPE III FOOTING. 3. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH 6x6-10x10 WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF WIRE MESH. 4. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE II FOOTING OR FOOTING SECTION REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS. SLAB-FOOTING DETAILS 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.e556 SEAL PAGE 2-18 @ COPYR1GHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 4 STRUCTURES WITH WOOD & ALUMINUM FRAMING COMPONENTS - e II) E - l'll f l- f ::l Ul Ul f D- o } ... o } :!!II) 'l'll e :i:ii: m 11)' e Ul 'I: e l'll II) II) i' >- alee ...00 ,2 z Ul "'1I)'tS -!'tSl'll W l! 0 ...C)~ .g~g ~'OD:: l'll'tS E Q.II)::l U)-c: .. U._ 'II) ::l E 'tSb::l l'llUl- CDc:<C :com CD Co) c: :eft: ~II)O ~ 'tS Q. 0l'llQ. =1I)::l / <C :c U) C") ..j II) :e ~ SEAL PAGE 4-22 ... II) U l'll Q. 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N N M M 0 0 a: u; 2- '" ::> 0" Ol o 8 E Ol CJ) '" >- .0 "0 Ol 1:: o 0. 0. ::> Ul Ol .0 >- '" E '- Ol "0 '" Ol .c CD . :; c: Ol :; ~ .... .c - "i :i 0.: :E o ..- ..- !!l Ul "0 ::> U; "'" u c: .!!!, '" ..... :; o Ul CD'- Ul .0 ~ ~ E "" Ul ::> '- "0 c: OOl CD cD 2i ~ :; cUJ - .... '~5~B en Q)"iii 0 Cu "0 gOl:Q:5 ~ a.~ llP~ "'" Ul .5 "0 -g .!i ~ ~ it ~ '0 ~S c-~ CD .9U:~~ ~ al D-~ 3 ::> ECJ)Ulg: c: ::>r--.CDOl ~ ::l~-g E 'S ~ :i g .!!l ! Ciic.;~~ CD ~::i: ~.~ =.;.a~~g> .!!l ~ CJ) ..- ~ :c -; u1'5 Ol 0.== :Z.E~:g~~ or- NM~LO' Gi 15 z Lawrence E. Bennett, P.E, CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P.O. BOX 4368. ,SOUTH DAYTONA. FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 -0 Ol 1ij (5 0. ~ ~ Ol .0 >- '" E Ul c: '" 0. Ul c: ~ o .c Ul CD Ul o :; - c CD E 'l;j f! l- f! ~ III III Gl Ul .. ...D. 8j u: 5 'gj l'll Gl ~i5: U GI II) III >- r:;c ;~~ e Z ca 1l~.3 U) e '_~ _0 Ul ; 'ii '0 _ u "")O"g ... 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I/) Nio~ ........N @ COPY~IGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. ;-~~ ~N~ ~~ f.-in ..- ..- b . ..-"- . ' (w)N ..-"- c: '" 0. Ul Cl :5 ~ ..... o ~-o 0. Ol g:~ "O(ij ~ Ql Ql.o :!2(5 ~ c: 8(ij o.c Ul Ul co7i) .!!l :2- ..... .c 0 .!2l Cl Ql c ~ :Q 1;)0.. '5 CJ) ., ~ Q3 u.c CDal "0 Cl .. .9 .E"O al~ .Q .~ "0"0 '" c Ql ltI "01:: u: 8. c:i-o. CJ) ijl ~ CD Ii) > '" 0 CD "0 "0 Ql ::> 0. 13 0. .5 .!!! "0 CIl ",.0 .Q(ij "O.c CD Ul :aU) ~~ ~;- f.-in ..- ..- ..- N Wi . - '~ . ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS SECTION 2 r CONNECTOR MAY BE (2) ANGLES. INTERNAL 'U' CHANNEL OR EXTERNAL 'U' CHANNEL EACH SIDE OF CONNECTING BEAM WITH SCREWS (PER SECTION 9) CARRIER BEAM (SEE TABLE 2.1.3) @ @ @ @ @ @ W ...J (I) ~ ~ W 0.. :r:: l- ll. W o PRIMARY BEAM (SEE TABLE 2.1.1 AND/OR TABLE 2.1.2) NOTE: MINIMUM NUMBER S.M.S. @ 3/4" LONG. REQUIRED IS EQUAL TO BEAM DEPTH (SEE SECTION 9) EXTRUSIONS WITH INTERNAL SCREW BOSSES MAY BE CONNECTED WITH (2) #10 x 1-1/2" INTERNALLY CARRIER BEAM TO BEAM CONNECTION PRIMARY BEAM (SEE TABLE 2.1.1 AND/OR TABLE 2.1.2) ANGLE OR RECEIVING CHANNEL BEAM TO WALL CONNECTION: (2) 2" x 2" x 0.060" EXTERNALLY MOUNTED ANGLES ATTACHED TO WOOD WALL WITH MINIMUM (2) 3/8" x 2" LAG SCREWS PER SIDE OR (2) 1/4" x 2-1/4" CONCRETE ANCHORS TO CONCRETE OR MASONRY WALL ADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN 3" (ALTERNATE) (1) 1-3/4" x 1-3/4" x 1-3/4" x 1/8" INTERNAL U-CHANNEL ATTACHED TO WOOD WALL Willi MINIMUM (3) 3/8" x 2" LAG SCREWS OR (3) 1/4" x 2-1/4" CONCRETE ANCHORS TO CONCRETE OR MASONRY WALL ADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM LARGER THAN 3" CARRIER BEAM TO WALL CONNECTION Lawrence E. Bennett, P. E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P.O. BOX 4368. SOUTH DAYTONA, FL 32121 TELEPHONE (904) 7674774 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 2-15 .r:.~ . 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 Alloy 6063 T-6 Wind Zone = 102 MPH I 110 MPH I 120 MPH I 125 MPH I 140 MPH Applied Load = 17# I Sq. Ft. 20# I Sq. Ft: I 23# I Sa. Ft. 26# I Sq. Ft. I 32# I Sq. Ft. Load Width 2" x 6" x 0.050" x 0.120" Self Matlna 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" 1 0'-9" 10'-1" 9'-5" 8'-6" 11' 11 '-2" 10'-3" 9'-7" 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'-7" 11'-10" 10'-8" 9' 13'-10" 12'-9" 11'-11" 11 '-2" 10'-1" 10' 13'-2" 12'-1" 11 '-3" 10'-7" 9'-7" ii' 12'-6" 11'-7" 10'-9" 10'-1" 9'-2" 12' 11'-11" .11'-1" 10'-4" 9'-8" 8'-9" 13' 11 '-6" 10'-7" 9'-11" 9'-4" 8'-5" 14' 11'-1" 10'-3" 9'-6" 8'-11" 8'-1" Load Width 2" x 8" x 0.072" x 0.224" Self Mating Beam 6' 22'-0" 20'-4" 18'-11" 17'-10" 16'-1" 8' 19'-1" 17'-7" 16'-5" 15'-5" 13'-11" 9' 17'-11" 16'-7" 15'-5" 14'-6" 13'-1" 10' 17'-1" 15'-9" 14'-8" 13'-9" 12'-5" ii' 16'-3" 14'-11" 13'-11" 13'-2" 11'-10" 12' 15'-7" 14'-4" 13'-5" 12'-7" 11 '-4" 13' 14'-11" 13'-9" 12'-10" 12'-1" 10'-11" 14' 14'-5" 13'-3" 12'-5" 11 '-8" 10'-6" Load Width 2" x 9" x 0.072" x 0.224" Self Matina Beam 6' 24'-5" 22'-6" 20'-11" 19'-9" 17'-9" 8' 21 '-2" 19'-6" 18'-2" 17'-1" 15'-5" 9' 19'-11" 18'-4" 17'-2" 16'-1" 14'-6" . 10' 18'-11" 17'-5" 16'-3" 15'-3" 13'-9" ii' 18'-0" 16'-7" 15'-6" 14'-7" 13'-2" 12' 17'-3" 15'-11" 14'-10" 13'-11" 12'-7" 13' 16'-7" 15'-3" 14'-3" 13'-5" 12'-1" 14' 15'-11" 14'-9" 13'-9" 12'-11" 11 '-8" Load Width 2" x 9" x 0.082" x 0.306" Self Mating Beam 6' 26'-4" 24'-4" 22'-8" 21'-4" 19'-2" 8' 22'-10" 21'-0" 19'-7" 18'-5" 16'-8" 9' 21'-6" 19'-10" 18'-6" 17'-5" 15'-8" 10' 20'-5" 18'-10" 17'-7" 16'-6" 14'-11" ii' 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: I 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) 767-6556 @ COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRIITEN PERMISSION OF LAWRENCE E. BENNEIT, P.E. SEAL PAGE 2-21 SOLID ROOF PANEL PRODUCTS SECTION 7 [L J 12" f 1 12" WIDE x VARIOUS HEIGHT RISER [INDUSTRY STANDARDl ROOF PANEL , [L f J 12" 1 . 12" WIDE x 3" RISER INTERLOCKING [INDUSTRY ST ANDARDl ROOF PANEL I 1 12.00" l 1 INDUSTRY STANDARD CLEATED ROOF PANEL -J[ .:..:..........::............:.....Br:::..' LLJ ........................ ~ ~ :~:)~{:)~:))~:)}~:;:;:;:;: ........................ SELECT PANEl DEPTH 1 I FROM TABLES /.- ALUMINUM SKIN E.P.S. CORE -'~......:..............:..:..:.'..... SIDE PANEL ~..............:..............:.......- -:-:-:.:.:-:-:.:-:-:.:-:-:-:-:-:-:-:.:-:.:':.:. CONNECTIONS VARY ... ........ .. .. ...... ~ (DO NOT AFFECT PANEL 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) 767-6556 SEAL @ COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. PAGE 7-1 SOLID ROOF PANEL PRODUCTS ~ .... ~ CI) :c Cll I- <;> ~ ~ ~ ;- q b '? a;> ~ b ~ q "t f.;- ~ '? ~ "t q , , ~ ~ ~ Co.! ;- ;- b b b , Co.! ;- ;- , b ~ (0) , Co.! ;- .... .... Co.! b .... 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Q. ...J (;) Q. ...J '" <( <( <( .... N .., Q . Q Q c:i :i :i :i :i :i :i c:i :z; :i :i :i :i :r; c:i :i :i :i :i :i :i )( c a.: a.: a.: ~ a.: a.: )( c a.: a.: a.: a.: )( c a.: a.: a.: a.: a.: a.: "tl 0 "tl 0 a., a.. "tl 0 Co c '61 ::i ::i ::i :IE ::i ::i Co c '51 :IE ::i ::i ::i ::i ::i Co c '51 ::i ::i ::i ::i ::i ::i ~ ~ Ql ~ ~ Ql ~ ~ Ql )( IX: N Q Q Q Cl Cl )( IX: N Cl Cl Cl Cl Cl )( IX: N Cl Cl Cl Cl Q Cl .... N .., ~ ..., Q .... N .., ~ ..., Cl .... N .., ~ ..., , ;., .... .... .... .... .... ~ ;., .... .... .... .... .... .... ;., .... .... .... .... .... .... Ul "0 Cll o ...I Ul :l o .;: Cll > ... .E Ul Qj E e Cll Cll 0 Q.LL. ....~ g 'jjj Q: ; Cl)c ~ l!! o 0 Cou Et/) oQ. uw "Eo Cll . "0.... elt) .s~ t/)::r: ~() tl~ :l.... "0' e::r: - It) "'0 .EM ~~ ~< CI) E - :l .g e == .- o E _ :l << 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 @ COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITIEN PERMISSION OF LAWRENCE E. BENNETI, P.E SECTION 7 Ol c: rn .J::: Q; > o III OJ a. .J::: '0 .~ rn ~ III OJ a. .J::: '0 .~ E o 2 II .J::: '0 ';: a; c: rn a. a 2 rn "0 f- CD ... o z SEAL PAGE 7-17 SEctiON 4 #8 x 1" WOOD SCREWS WI 5/8" WASHERS '(3) PER PANEL 2" x 4" TOP PLATE PRESSURE TREATED PINE (PRESSURE TREATED LUMBER OPTIONAL WITH COMPOSITE PANEL) DOUBLE TOP PLATE REQUIRED FOR WALLS EXCEEDING 16'-0" IN LENGTH SHEATHING: 1/2" PLYWOOD OR STRUCTURAL GRADE THERMAL PLY WI SIDING 2" x 4" STUDS 1/4" x 3" BOLTS OR T-BOL TS INTO CONCRETE SLAB @ 24" O.C. WI 1/8" x 2" SQUARE WASHERS PRESSURE TREATED 2 x 4 PLATE STRUCTURES WITH WOOD & ALUMINUM FRAMING COMPONENTS ~ ~ I MIN. 6" TO GRADE I ALUMINUM COVER (SEE 'SECTION 7 FOR CONNECTION DETAILS) HURRICANE ANCHORS WITH NUMBER OF NAILS PER MANUFACTURER'S SPECS 2 x 4 NAILER FOR WALLS EXCEEDING 8'-0" IN HEIGHT (UP TO 10'-0" TOTAL STUD HEIGHT) '4 r 3-1/2" { ., , , " ~ --=- -' --. ~~=t # 5 eJ BAR CONTINUOUS FOOTING AS REQUIRED 6" x 6" -10 x 10 WELDED WIRE OR FIBER MESH TYPICAL UTILITY SHED WALL SECTION Lawrence E. Bennett, P.E. CIVIL ENGINEER - bEVELOPMENT CONSUL TANT P.O, BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767--4774 FAX (904) 767-6556 SEAL PAGE 4-12 @ COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. ,SECTION 4 STRUCTURES WITH WOOD & ALUMINUM FRAMING COMPONENTS VAPOR BARRIER REQUIRED FOR ALL ADDITIONS EXCEPT SHEDS. 0.006 MIN. VISQUENE, 15# FELT PAPER, THERMAL PLY OR FOIL BACKED INSULATION VINYL SIDING TYPICAL FOIL TAPE ALL JOINTS DOUBLE 2 x 4 TOP PLATE IF OVER 16' IN PROJECTION OR LENGTH 1/2" x 4'-0" x 8'-0" PRESSBOARD OR COX PLYWOOD VAPOR BARRIER (OPTIONAL) FOIL BACKED 3/4" OR 1/2" FOAM INSULATION (2) 2 x 10 HEADER WI 1/2" SPACER HEADER AS REQUIRED FOR SPAN (FOR HEADER SIZES SEE TABLE 4.3) NOTES: SIDING IS TO BE FASTENED@ 16" O.C. TO MANUFACTURERS SPECIFICATIONS AND INSTRUCTIONS AS SUPPLIED BY THE SIDING COMPANY NAILING SIDING OVER FURRING STRIPS: 1" SHANK ALUMINUM NAILS OR EQUAL SIDING OVER FOAM: 1-3/4" SHANK ALUMINUM NAILS OR EQUAL IF PLYWOOD IS USED FOR CORNER BRACING WITH FOIL BACKED FOAM BEING USED FOR THE VAPOR BARRIER, VISQUENE. TAR PAPER OR SOME OTHER SUITABLE PRODUCT MUST BE USED OVER THE WOOD IF A FOURTH FRAME WALL IS REQUIRED, ALL FRAMING AND BRACING SHALL BE THE SAME AS FOR OTHER WALLS OR PROVIDE ALUMINUM OR WOOD BEAM SUPPORT WALL SIDING SHALL BE APPLIED PER MANUFACTURERS SPECIFICATIONS FOR WIND ZONE OR PROJECT AND OVER PROPERLY PREPARED WALL WITH BRACING OR SHEATHING BRACING FOR CORNERS SHALL BE 1/2" 4 PLY CDX PLYWOOD FOR WOOD STUDS @ 24" O.C. NAILED WITH #8d COMMON 6" O.C. EDGES AND 12" O.C. FIELD ALTERNATE BRACING SHALL BE 1-1/4" x 14 GA. GALVANIZED COIL STRAP X-BRACED TO STUDS WI (1) #8d COMMON PER STUD OR 1-1/4" x 0.050" ALUMINUM STRAP X-BRACED AND NAILED TO STUDS WI (2) 1-1/4" ALUMINUM NAILS EACH STUD STRUCTURAL GRADE THERMAL PLY STUDS SHALL BE 16" O.C. AND NAILING OR SCREW PATTERN SAME AS COX WITH NAILS OR SCREWS PER MANUFACTURERS SPECIFICATIONS TYPICAL WOOD FRAME ATTACHED TO HOST STRUCTURE Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL PAGE @ COPYf;MGHT 2000 4-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRllTEN PERMISSION OF LAWRENCE E. BENNElT, P.E.