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Home My WebLink About98-7927 BUILDING PERMIT ELECTRICAL CITY OF ZEPHYRHILLS (813) 788-6611 AFTER HOURS PHONE NUMBER (813) 788-5262 PLUMBING Permit 7927 13 Date J... J.s- - 9?" & t) " (J1) BUILDING MECHANICAL Sewer Conn Water Conn: P,"pertyOwne, /Jt;i;L& c!J1J~ Job Address: .3 r 9 -et Parcel LD. # ,;2... y- ~ '-. ';l./ - c7 0 0" ~ 0 I 0 0 - // <f Water Meter: T.I.F.'s: Zoning: Descriotion of Work ../ FINAL C.O. i DATE 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. DATE City License Registration # State Certified License# ~b Permit Fee Signature Company Address Telephone# Valuation or Contract Price /. :2../ {, - cJ\.J - /{<<rJl- BUILDING ELECTRICAL PLUMBING MECHANICAL Ftr. gjJ'/'li bob Pre SLB _ Lintel FRM. Insul. CL WL Tp. Servo Rough In Meter Can Const. Pole Pool Pre-Meter Final SLB Tub Set Water Sewer Final Breakers Ducts Insl. Compressor Final D';VeWay8f~ 1 REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($-H;-:OO) shall be made for each trip for each trade: ~-'(lV Wrong Address Condemned work resulting from faulty construction. Repairs or corrections not made when inspection called. Work not ready for inspection when called. Permit not posted on job site. Plans not at job site. Work not accessible. a. b. c. d. e. f. g. The payment of inspection fees shall be made before any further permits will be issued to the person owning same. ("AlII/( ( 0;&(,,/1 NO OWNER I S ADDRESS f b - B 1> ~ "LOt I ~ €Pu. Y It HIll.. > JOB ADDRESS Co r; H ( ll- Loo (J 1-0T I '9 '1..t/ - 210- '2-1 - CDOO - [)O I 00 - /I '1 LEGAL DESCRIPTioN: LOT(S) BLOCK . "-6 APPLICATION FOR PERHIT. 17 I M/P 7~ 1 r ' CITY OF ZEPHYRHILLS F'- P BUILDING DEPARTMENT 8'" .- / Lj - f f' OWNER'S NAKE PHONE K. 3s~3q SUBDIVISION PARCEL I.D.' (OBTAIN FROH PROPERTY TAX NOTICE) IroRK PIlOPOSED:--"ew Construction ~ition --.ft1teration --.Jlepair _Install PROPOSED USE: _Sign ~e FaJlily -.Jtove _Deaolish _H/F _, of Units _H/H flW /YI (/'/()/Vl _Other _eo..ercial _Indust. _Swia. Pool _Restaurant & Health DeparbDent Approval DESCRIPTION OF WORK:.kiJILP /)~-r UTI {. ( 7'-( (UJ87VI I . DILtV€wllV BUILDING SIZE: x Square Feet, Height RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. LIRG PERHITS REOUESTED $ 7z.J(P. 7~1{' Valuation of Total Construction _ELECTRICAL AMP Service Florida Power Corp. W.R.E.C. _HECllAliICAL $ Valuation of Mechanical Installation _PLUMBING GAS ROOFING SPECIALTY TYPE OF CONSTRUGTION: _Block _Fralle _Steel Other FINISHED FLOOR ELEVATIONS: FT. IS PROJECT IN FLOOD ZONE AREA? ****************************************** YES NO CONTRACTOR SECTION BUTTllER Signature ~ ~ COMPANY ?t c e/llsn u:.no State Cert. or Regist. t Co City License Registration f ****************************************** FL. F.T .RCTRICIAN COMPANY State Cert. or Regist. . SignAture City License Registration . ****************************************** PLUMBER COMPANY State Cert. or Regist. . Signature City License Registration . ****************************************** HECHAHICAL COMPANY State Cert. or Regist. . Signature City License Registration f ****************************************** OTRRR COMPANY State Cert. or Regist. . Signature City License Registration , ****************************************** APPLICATION APPROVED BY PERHIT OFFICER. CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS The undersigned understands that this per.it .ay be subject to "deed restrictions" which .ay be lOre restrictive than City regulations. The undersigned assu.es responsibility for co.pliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner has hired a contractor or contractors to undertake work, they lay be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor laY be cited for a lisde.eanor violation under state law. If the owner or intended contractor are uncertain as to what licenSing requirelents lay apply for the intended work, they are advised to contact the City of Zephyrbills Building Departlent, (813) 788-6611. FurtherlOre, 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 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 lay be an indication that he is not properly licensed and is not entitled to per.itting privileges in the City of Zephyrhills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES ,.; , D. CONSTRUCTION LIEN LnW (ClffiPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, have been provided with a copy of "Florida's Construction Lien Law _ HOIeOWiDer's Protection Guide- prepared by the Florida Departlent of Agriculture and ConsDler Affairs. If the applicant is sOleORe other than the -owner", I certify that I have obtained a copy of the above described docu.ent and prolise in good faith to deliver it to the "owner" prior to cOllenCelent. E. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the inforlation in this application is accurate and that all work will be done in cOlpliance with all applicable laws regulating construction, loning, and land developlent. I Application is hereby lade to obtain a perlit to do work and instailation as indicated. I certify that no worl or installation has cOIIenced prior to issuance of a perlit and that all worl will be perfOIJed to leet standards of all laws regulating construction, City codes, loning regulations, and land developlent regulations in the jurisdiction. I also certify that I understand that the regulations of otber goverDlental agencies lay apply to tbe intended worl, and that it is IY responsibility to identify what actions I lust take to be in cOlpliance. Such agencies include but are not lilited to: · Departlent of BnviroDleDtal Regulation - Cypress Bayheads, Wetland Areas and RnviroDlentally Sensitive Lands, Water/Wastewater Treatlent · Southwest Florida Water Hanagelent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses · ArlY Corps of Engineers - Seawalls, Docks, Navigable Naterways · DepartJent of Healtb , Rehabilitative Services, RnviroDlental Health Unit - Wells, Wastewater rreatlent, Septic lanks · US EnviroDlental Protection Agency - Asbestos abatelent 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 .cOlpensating volUleH will be subtitted which is prepared by a professional engineer registered in the State of Florida prior to pertit. issuance. . A perlit issued shall be construed to be a license to proceed with tbe work and not as authority to violate, cancel alter, or set aside any provisions of the technical codes, nor shall is~u~nce of a per.it prevent the Building Official frOJ thereafter requiring a correction of errors in plans, construction, or violations of any code. Every per.it issued &ball beCOle invalid unless the work authorized by such perlit is cOllenced within Sil IOnths of issuance, or if work authorized by the pellit is suspended or abandoned for a period of Sil IOnths after the tile the worl is cOllenced. One 90 day eltension of tile, laY be allowed for the perlit with fee charge of $15.00. The extension shall be requested in writing to the Building Official. An approved inspection lust be logged during each six IOntb period, or tbe project will be considered abandoned. WARMING TO OWNER: YOUR FAILURI TO RICORD A NOTICI OF COMHENCKHENT HAY RESULT IN YOUR PAYING twiCE FOR IHPROVlllBDS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENOIR OR AN ATTORIEY BEFORE RECORDllfG YOUR DICE OF COHHENCEHINT. JOBS UNDIR $2,500 IN VALUI DO NOT NBIlD TO RIlCORD AND POST A "NOTICR OF COHHENCKHEtfTlI. f~ tkk J1~ 03 D.4 SI~{'bIlHIR OR M;lNI/ - ----siGi.i~: ~RACIOIl - I STATE OF FLOR,WA COOtfTy OF rA5c...o The foregoing instrument was a~~owledged before me this iJ-UG 10, 19 ~ by PI? flhotll /:J(,(~ y K /lIO vJ AI who is personally known to me or who has produced as identification and who did/did not take an ~ II. (jM (Signatu~e . ~Aabel (Name Typed, Prin~-18J] 1I0<:7486n NOTARY PUBLIC ~.,,:..r ExpintaJune22, 2002 STATI OF FLORIDA /) 5 COUNTY OF 1./11. CO The foregoing injtrument was aCknowledged before me this /:::lJ!G to , 19L by P~lf/A W{ - /G/l.fJwv/ who is personally known to me or who has produced as identif. icat~i and WhL1id/~dn t . take an oath. . An AlIhal (Signature) . *W'*MyCommittloncc7486n ,~'" EllIliMa.Jon. ~ ~ (Name Typed, Printed or Stamped) NOTARY PUBLIC STf\TE OF FLO~iDA COUin,:, OF r X:~CO ~ C' j" (" ~. 'e'. It-' J -ri:~ f~Cf'~r:I~':~~S i:-: A . TH;:.) 1,:, ~'~J..._....~::TI~-/",-~:', 'V" r l-'-'-"I-t;: TR'JE;'iJnr:,,:'n,\~i-,1 \.J (,I', ! It_ ~ J , ~' . I__\..,.~ I,...L '~ll'~[I' . ._r, "Y 0,; r;r: ,~tl~\' :~\.:C'J' jl:J Ir,'v, I" .)J, H"": ~.) ('r:, c; ,I I}ill:" ~':':' Co;: I~ tl.l I' J t I.... ~ ~ , - -' -- ~- --- 1111111111111111111111111111111111111 11111 11111111 98097527 Rcpt: 260983 DS: 0.00 08/13/98 Rec: IT: 6.00 0.00 Dpt Y Clerk , " JED PITTMAN, PASCO COI.JIITY CLERK 08/13/98 11:02a. 1 of 1 OR BK 3987 PG 1494 BY e.c. "- NOTICE OP COMMENCEMENT State of f~oltl pf1- County of Pfl5CO TUB lINOP.RSIGNBD hereby gives notice that improvement will be made to c~rto:1in real property, and in accordance with Chapter 713, Florida Statutes, the fol10wi.ng inforl:1ation is provided in this Notice of CommenC0.Il'Cllt: 1. Description of Property: Parcel NO.1-.tf-U -'2,1- {YJOO-OOIDO- 119 C 06 ~ I t--<<- /.JJ () P t-o.., 01 (Legal descr~pt~on of the property and street address Lf ava~lable) 2. General Description of Improvement A-LV/Yl/IIILI/J1 fAdA-(;c J. Oh'ner Information: Name F. D. C lIddress P.D. eo, 2.0 II CityleiJl'lII.-HJLl.-,? Stilt~ fL, 53~31 Interest in Property: Name of fee Simple Titleholder: (If other th~n owner) Address City Stwto; 1\ . Contractor: Name f3 (f/- COrJST/l.-ik..iIO~ OF (fm-ML.. Address I/L/rt( ~t:flJjT/E ~Tc City /3tlut..btllL.~ Stat~ 5. Surety: Nu/ne PL, Fe f '-I ~6t Adclress City Stdt,~ i\Illount of Bond: S 6. Lender: Name Address City Stelte 7. Persons within the State of Florida notices or other documents may be 71J,lJ(1)(a)(7), Florida Statutes: designated by Owner- served as provided upon whem bj Section Nilme Address City Stc.t,~ 8. In addition to himself f Owner designates of to receive a copy of the Lienor's Notice as prov~ded ~n Sect~on 713.13(1)(b}, FloridCl Statutes. 9. r.>.p.il'"nt..ion dnt.e or Notlce oJ COlllmencement. (the expiration d3te is 1 '\fear fr~m the date of recording unless a different date is 5peci~1ed.) . S iCJna tu re 0 f Owner: Sworn to 191, &AA~' Il /YlQ Not.:Jry Publi.c: My Com-,nj s s ion Expire.;: """6' Bruc:eAAabeI *~ *~ GUlI.,i...., 001018811 'f .,. ",.-' Expires June 22. 2002 r I 7() , >1 - /5' 'I.> / ;J ~/,21 "''''('': };/ '-3 (l't -.c::.~ ",\, i"l \.,. -....':1 ...._, C! SII c (J 1.--, ~ -a- (floe ii6 '""' o '--{ lI- ~\~ "' " t~;;- ~~ ~("'\ ~"'~ -~(\~ ~N' ~. ''\' ~~ ~...~~~:: ~(' --' I), ~::'. ~,,~ :::i~ ."", " ~~~ :::::. \). ~J,),.. ( ~ ~ '/). / ~~ ~ "', ~..., ........ ~ .'<,.' '-~ .-.... ~ '(;: , ~r')~ ~ f.l, ~ ..... -, ~).1 ~ 70 I t~ I ~~" JJ/ } ~ ,.. ~;..; .:",e ~ I ~,-..~ ,-;<... 'i ?O / I '-, 0' 10:> -'-0 I '-') " i;) ~ I ~'~i i I .- It"" :.:::.- '" j.) t'.. "), CAfI,I'O)~ T' I ~ Jf ~ --- '" - - ~-~ o IJ /vc et..'h / ~ \1, ~'~ "\. \'1 \ \l\ "", ~ ~..., Cj ~ ~~~c:. )0 I " ~~~ )0 I ~ l, L ~~ ....., ~ k _......__.....P'....... , ....-- ?tJ ~ !..CJT lie; / -~ /,/JA-.!/;;5' / / c- O/lK5 ~ \~ ~ <:1.. . \) C>-.. ~~~ ~\)~ ~ '\I ~ ~ v:;; "" -}~ ~ ~\} ~~ ~ ~. " r--~ >1 ~ ~ \'\6 ~.~ ~ "~~ I ~~ ~ ~ ~ ~ ~~~ \;) ~ ,,~ ~ ~ ~ ~~,\J ~ ~ "t)"'~ ,-~ }, ...... ~ ~ ~ ... Q ~~ ~ ~ ~ \.l V'\:l ~ '"'\) ~~ :J -~ ~ 0-.. ~ ~\j~ ~ IJ IV'j \\) ~~ ~~\' 'q \)..... ~ ~~ ~ ~ '~~ ~~ ~~ ~~ ~ ~~ v ~ ~.... '" '\J ~'-J I-:::. ~- ~ -'" \J ~~ 't. '" ~~ ~ ~c:; ,() ~ ~ \b ,,~ V\ ~ " ~ ..... ~~~~ ~~ ~.<:t "\~~ .~ \l ~'t~ 'S..t.JI~ r~ ~ <:J ~ \J ~ ~ ~ ~ ~ ~ I, I.] ~ \j -~ ~ ~~~\) .~ ~~f~ ~ t'r\ \J ~ \~ ~ .~~~ ~ \.l'-t ~ '(,J ~~ ~ ~ ~ ~". ~ ~ '''J (.J V) '~K ~ \J ~ ~ \~ ~ <:J '" "- ~~ ~ ~~ ~ ~ '- ~ '- ~ '- ~ ~~ ,,~ 0-... ~ ~ ~\) ~ ~~ ~ . ~ ~ ~~ ~ ~ ~ \j \J ~ 'lJ ~ ~'^) ~ CJ "- f'---.-... ',,---, J r"-J ~J .~ ~ <r ~ ~ ------ ,'-v lJ ~ Vj .... , r-'~ ---1 T '- ~~~ ~~ ~s <l.:- \\..;~ -:t:.l---... K. ..... j ~ ........... \.,J ,~ , ~ "'-:j, " ~ r- ",!'-.. ':'J -~ v '^ -~.:: v 0---.. '-'\ " Iv--, '- ~ 1 ~:~~ r--:~ ~ I '" "'" :""- ,~ ">, '~ .... ~ ~ ~:;;: ~ r-- ~~ -4 T , '- ~ 1-<.) '~ .....K ~~ ~ ~ ~~ '''-" \ ~ '~~ --..; < \. ~ :c,~)'0 ~~ " ~~~~ -'- ~ -'-.. I- ~ " I -", ',- \ ,- " , " ~ - " 1'-- '- .~ '<;:, ''-. "'0..) '............ ~c.. ~ SECTION 2 A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS ~ o J: i UJ ...J en o ~ (? .: f- sa X UJ - SEE CONNECTION DETAILS ~- i[ I I II c~--- ~_-----..u.- .---- ------- SEE CONNECTION DETAILS UJ ~ 0 J: ;:j ell 0 ~ , ~ l' f- (/) X UJ 12' x PAN (SEE TABLE) USE W TO SELECT PAN FOR REQUIRED SPAN WI VARIES FOR FRONT BEAM USE L . W I 2'OVERHANGJ~. ------- PAN OR COMPOSITE ROOF PANEL SEE SECTION 7 TOP PLATE P.T. OR WITH VAPOR BARRIER AT ALUMINUM ROOF 2' x 4' LUMBER TOP PLATE @ ROOF 2' x 2' ALUMINUM OR 2' x 4' LUMBER #2 SF.F. (MN.) SHEA THNG: 7/16' O,S.B, OR 112' PL YWOOO WITH STUDS 24' ON CENTER OR ATTACH SHED OR ROOM WALL TO HOST STRUCTURE WI 114" x 3 114-- TAPCONS @ 16" O.C FOR MASONR. #16d COMMON @ 16" a_c. OR #10 x 3 '/," FOR WOOD, AND #10 x 2 '/,'. SM5 FOR 1" x 2" ALUMINUMI #10 x 3 ,/,5MS FOR 2" x 2" ALUMINUM. ALUMINUM POST AND BEAM SHEA THNG: 7/16' O.S,B, OR 112' PLYWOOD WITH STUDS 24' ON CENTER OR STRUCTURAL GRADE THERMAL PLY WITH STUDS AT 16' ON CENTER 2' x 4' PRESSURE TREATED PLATE WJTI-i 3/8' x 4-1/2' CONCRETE ANCHORS AT 4'-0' ON CENTER SEE SLAB DET ALS UTILITY SHED AND CARPORT WALL SECTION 1. ANCHOR PANS TO HEADER CHANNEL WITH (3) #10 x 112' S.M.S, WI WASHER. 2. ANCHOR PANS TO ROOF BEAMS WITH (3) #10 x 1/2' SMS. WI WASHER, 3. ANCHOR COLUMN TO CONCRETE FLOOR WITH 2-1/4' x 3' CONCRETE ANCHORS. 4. ANCHOR COLUMN TO BASE PLATE WITH 1-114' S,S. BOLT, 5. ANCHOR SHEETING AS FOLLOWS: A. PLYWOOD #8d COMMON @ 6' O,C, EDGES AND 12' O,C. FIELD. B. STRUCTURAL GRADE THERMAL PLY PER MANUFACTURER'S RECOMMENDATIONS OR #6 x 1 1/4' DECK SCREWS @ 6' O,C. EDGES AND 12' O,C, FELD AS A MINIMUM Lawrence E. Bennett, P.E. CtVL EJoIGIoEER - DEVELOPM!:NT CONSU. TANT P.O_ BOX 4368, SOlIlli DAYTONA, FL 32121 TEI..EPt--iOt'E (904) 767- 4 n 4 FAX (904) 767-6556 SEAL PAGE 50 @ COPYRIGHT 1998 NOT TO BE REPRODUCED N WHOlE OA N PART WrTl-iOUT TH:: WRITTEN PERMSSlON OF LAWRENCE E 8EHETT, P.E. A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS. SECTION 2 I TOP OF GRADE 't' IS THICKNESS OF RE~ POST ;.,. N' 3" x 3" POST SEE TABLE (2) 2" x 2" x "r- ANGLE OR (1) u CHAfH3.. x "r- 3/8" x 3- V2" BOt.. T SO LB. 2500 PSI CONCRETE PRE-~ k-- ;::. ~ 3" x 3" BASE 1 . " 1 16" ALUMINUM CONVENTIONAL CONSTRUCTION PORCH POST CONNECTION r POST N CONCRETE 14 BAA 12" LONG POl.R:D CONCRETE REFER TO TABLE 2 . 4 N ;::. I N r- 3" x 3" POST l1.RoI BOt.. TED TO ANCHOR RISER 2-3/4" x 2-3/4" x 2-V2" LONG x VS' TlBN3 wa..oeo COtH:CTION Cl ! > >k---- ~ i I Y J<-- L ---J FASTEN PER TABLE 2 , 5 12" x 12" x V 4" Pl.A TE 3-V2" CONe. SLAB ISOLA TED FOOTING BASE ANCHOR CONNECTOR FOR POST TO TION (1) 15 BAR CONT, 2'-0' MIN. N BEFORE SLOPE ;::. I ~ TYPE I FLA T SLOPE / NO FOOnID o - 2' / 12' TYPE II MODEM TE SLOPE FOOTNG 2"/12" - 1'-10" TYPE I II STEEP SLOPE FOOTN3 ) 1-10" NOTES: t NO FOOTING REQUlREI) EXCEPT WI-EN ADORESSNG EROSION EXCEPT FOR EXISTNG SLAB WITHOUT REN"ORce.ENT. nEN TRBUTAAY ROOF AREA LMTED BY TABLE 2 , 4 2. MONOLJTHIC SLABS OR FOOTNGS SHALL BE MN. 2,500 PSI CONCRETE WITH 6x6-1Ox1O WELDED WIRE MESH OR FBER t.ESH MAYBE USED N LEU OF t.ESH. 3. F LOCAL BULDNG CODES REQlJR:S A ~ FOOTNG USE TYPE I FOOTNG OR FOOTNG SECTION REOURED BY LOCAL CODE. LOCAL cooe GOVERNS. SLAB DETAILS ADDRESSING EROSION Lawrence E. Bennett, P.E. CIVl. eaEER - DEll8.OPIENT COHSU. T ANT P,O. BOX <4388, SOUTH 01. YTONA, Fl 32121 'TElEPHC:lN: (g().4) 787-4n4 FAX (g().4) 767-ll566 SEAL @ COPYRIGHT 1998 NOT TO BE REPRODUCED N WHOlE OR N PART wm-tOUT 1rE WRITTEN PERMSSION OF LAWRENCE E. BeNOTT, P.E. PAGE 53 SECTION 2 A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS INTERNAL OR EXTERNAL RECEIVING CHANNEL . " 2" x 2" x 0,063' ANGLES INTERNAL OR EXTERNAL ANGLE CLIPS ALl..M'ol..JM ruBE COLIJM'.I EXTRUDED ALUMNJM BASE OR BREAK FORMED U-CUP CORROSION RESISTIVE STEEL Tl-FlU BOL T PER SCHEDULE CONCRETE SLAB OR FOOTt-lG TUBE COLUMN BASE SCHEMA TIC INTERNAL BASE NOTE: ATTACHMENT DET ALS SHOWN REQUIRE DIAGONAL BRACNG FOR FREE-STMONG COVERS Lawrence E. Bennett, P.E. aYI. EHC>>EER - oevELOPMENT CONSU. T lINT P.O. BOX 4368, SOUT1i DAYTONA, F1. 32121 T'El..EPI--tOtE (Q04) 787-4n4 FAX (Q04) 787-6658 SEAL PAGE 54 @ COPYRIGHT 1998 NOT TO BE REPROOlJC8J N WHOLE OR N PART WITHOUT n-E WRITTEN PERMSSlON OF LAWRENCE E. BEN'ETT, PE SECTION 2 A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS i ROOF PA/'EL SEE SECTION 7 > ANCHOR PER DETAL FOR PAN OR Cot.POSITE P ANa SEE TABlE 2 . 3 FOR t-U.tiER OF BOL TS AND SIZE OF POST BEAM AKJ POST SIZES SEE TABlE 2 , 1 , 1, TABlE 2 , 1 , 2 At-D/OR TABlE 2 . 2 . 1, TABlE 2 . 2 , 2 COLUMN NOTCH:D TO SUT SIDE NOTCH POST TO. BEAM CONNECTION i > ROOF PMEl.. SEE SECTION 7 ANCHOR PER DETAL FOR PAN OR COt.POSITE PMEl.. SEE TABlE 2 . 3 FOR ~ER OF BOLTS AND SIZE OF POST BEAM AKJ POST SIZES SEE TABlE 2 . 1 . 1, TABlE 2 . 1 , 2 AKJ/OR TABLE 2 , 2 . 1, TABlE 2 , 2 . 2 COLUMN NOTCH:D TO sur La wrence E. Bennett, P.E. a\Il. ENO#EER - 0fYEL0PfENT CONSI.L T ANT P.O. BOX ~ SOUTli DAYTONA. FL 32121 'TEL.EPHC:)N; (Q0.4) 787- J, n 4 FAX (Q0.4) 787-8666 SEAL PAGE 56 @ COPYRIGHT 1998 NOT TO BE REPRODUCED N WHOlE OR N PAAT wmtOUT Tl-E WRTT"eol PEfUSSION OF ~WRENCE E BeIoETT. P.E A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS Allowable Roof Beam Spans for Carports, Patio Covers, Screen Rooms, and other Open Buildings with Solid Roofs Aluminum Alloy 6063 T~ 102 MPH 110 MPH 17# 1 Sq. Ft. 20# 1 Sq. Fl 2" x 3" x 0.050" Hollow Tilt g'-g" 'g'.{)" 8'.11" 8'.3" 8'-3" 7'.7" 7'.9" 7'.1" 7'.3" 6'-8" 6'.11" 6'-4" 6'.7" 6'.1" 6'-4" 5'.10"; 2" x 3" x 0.050 Hollow 11 '.1" 10'.3" 10'.2" g'-4" g'.S" 8'-8" 8'.9" 8'.1 " 8'.3" 7'-8" 7'.10" 7'-3" 7'~" 6'.11" 7'.2" 6'.7" Table 2,1.1: Wind Zone = Applied Load = Load Width 5' 6' 7' 8' g' 10' 11' 12' Load Width 5' 6- 7- s- g' 10' 11' 12' - .- --'~'fl!t'3;"'l!!'Ol"ll':.Y.~-. ." --- - - +-...".....- . . 120 MPH 23# I Sq_ Ft. 8'.5" 7'-8" 7'.1" 6'.8-' 6'.3" 5-.11 ,- 5'-8" 5'.5-' 9'.r S'.9-- 8'.1 ,- 7-.r 7'.,-- 6'.9-' 6 - -5"' 6-.2" 125 MPH 26111 Sq. Fl 7'.11" 7'.2" 6--8" 6-.3" 5'.11 ' 5.7" 5--4" 5-.1 " 8'.11 ,- 8'.2" 7'-7"' 7-.1-- 6-8'- 6-4-- 6'.1'- 5'.10'- SECTION 2 140 MPH 3211 I Sq_ Ft. 7'.1 " 6'-8" 6'.{)" 5'-8" 5'-4" S'.{)'- 4-.10'- 4'.r 8'-1" 7'.5" 6.10" 6'.5'- 6'.{)'- 5'.9-' 5'-8'- 5-.3" g'.11'- 8-11-- g.{)" 8".r 8'-4" 7'.r 7'.10'- 7'.1 ,- 7'.5" 6'-8" 7'.{)" 6'-4" 6'-8-' 6'.{)-- 6'.5" S'.g" 11'-1'- ~ 0- .{)'- , 0'.2'- 9--2" g , -5"' 8-8-- 8-.9-- t -11-- 8.3'- 7 --8" 7'.10'- 7'-1 " 7' -8'- 6'.9" r -2'- 6'-8'- , 1 '.9'- 10-.7'- , 0'-8'- g--8-- 9'.11'- 8.11-- 9.3'- 3--4'- 8.9'- 7.' 0-- 8-.3-- 7 --8'- 7' .11" 7-.1 ,- 7-.T 6.10'- 11'.2" 10'-4" 10'-4" 9'.7" 9'.8" 8'.11" 9'.2" 8'.5" 8'-8" 7'.11 " 8'-3" 7'.7" 7'-11" 7'-3" 2" x 4" x 0.050" Hollow 13'.9" 12'-8" 11'.10-- 12'.T 11'-7"' 10'.9-' 11'-7"' 10'-8" 9-.11-' 10'.10" 1 o '.{) " 9-4-- 10'.3" g'.S" 8--W' g'.g" 8'.11" 8"-4-' 9'.3" 8'-8" r.l1-' 8'.10" 8'.2" 7-8-- 2" x 4" x 0_038" x 0_100" Self Mating Beam 14'-8" 13'-4" 12'-8" 13'.3" 12'.2" 11'-4" 12'.3" 11'.3" 10'-8" 10'-7"' 9-.10-' g-.11" 9-T g'.S" 8-.10" g'.{)" 8 - s- 8'.7" 8-.1 ,- g' 10' 11' 12' Load Width 5- 6' 7- s- g- 10' 11' 12' Load Width 5- 6- 7- S' g- 10' 11' 12' W.3" g'.g-- g'-4" Example: For 2" x 4" x 0038" x 0100" Self-Mating Beam; Beam span between upnghts use load Width to enter table For 12' Roof Panel + 2' Overhang; Load Width = LW = 12' 1 2 + 2' OH = 8' ; Enter table on left at 8' read allowable span under reqUired load; Thusfor 100 M PH wind loadlllve load or 17 #/Sq Ft and Load Width = 8-.0- Max1mumBeamSpanfor2'-x4-'x0038"x0100'-= . '11"5" l Spans do nOllnclude length ofmee brace Add honzontalleng h ofmee brace to abo/e spanslClrtOlcl beam spans Lawrence E. Bennett, P.E. 0Vl. ENG#EER - DEYEL~ CONSU. T ANT P.o. BOX 4368, SOVT1-1 DA YTON.A, FL 3Z1Z1 TElEPl-iON: (00.4) 767.4 n 4 FAX (004) 767.6556 @ COPYRIGHT 1998 NOT TO BE REPRODUCED ,. WHOLE OR ,. PART WITHOUT TI-E WRITTEN PERt.ISSlON Of LAWRENCe E BEl'oIoETT, PE. SEAL PAGE 59 SECTION 2 A TT ACHED & FREESTANDING COVERS AND UTILITY SHEDS Table 2,2.1: Allowable Attributable Roof Area per Post for Carports, Patio Covers, and other Open Buildings - ALUMINUM POSTS ---.----- ----- ---------------------..- Aluminum Post Wind Load = 102 MPH 110 MPH 1---120MPH-----12-SMPH - 140 MPH ==-Applied L~~d-;--=_-r!7 #/5 . Ft. 20 #/5 . Ft.l23~(~~Ft,~~~~f#7s~q. Ft 32 #/Sq. Ft. _ M~xl!TI.lJ!1l____H__ --L-_ Allowable Roof Area In 5ql!.~r~_ FElet for Various Loads on Post HElig_ht .L9~clJI.!~_t:l.~___L 2" x 2" x 0.044" Hollow Ext!:!J~J<?rt.()r 7'-4" _ _ _~-'-Q?~,___~___J21 __103__ _ 1 90 8'-7" 1-'-~48__L__~____--+----. ..77 ____ ~ 67 9'-10" 1,?04 ?_1_ ____, _J)/) 52 11'-1" 903 53 45 39 ------- ---'---_.._- .-..---.-.-----..----.------.- ------- - H~ht _ Load in Lbs '_ 2" x 3" x 0.050" Hollow Extrusion or -- -- 8'-2" ---2:~~E>-=------ - - _1.?[--- -,- -13[ 119 105 86 9'-6" 2,502 147 125 109 96 78 10'-11" 1,596 --94-------'---80' 69 61 50 12'-3" 1:1'97 .-'70 ----60- 52 46 37 :u --Heig~,_: -Lo'a-d in'[t>S-r3'-'-X 2';~x-o.oi(l" Hollo\\,_E_x}rus)on - Aluminuf!lAI/oy 6063 T-6 8'-2" . 3,408 . 200 ' 170 I 148 131 107 n -9'-6"" -2:556-- - -;- --1S0-u-~ ---128'- - 111 98 80 -- ... --- -- ._--~-----._..'t..__.. -------------.....--t-----..- --- - - t' 10'-11" 1,988 i 117 : 99 : 86 76 62 --=--i?'-3~_ __~:= 1A91---i--aa----T----=.=r5-==I 65 ; 57 47 Height .. Load in Lbs I 3" x 3" x 0.040" Roll Formed - Aluminum Alloy 3105 H-14 ~~--~~~:~:~--~----~t~---l- ~~~-F- ~19fL,~Ju~-1;~'----~: . -~~ --. ~~ . -- -------- ----- ~--- ------------,'-------------- ~_. - ----+;~~~:: i -~'~~---___i-n-~~--+--~~-----r- -~~ ; l~ ~; ~~~~;6;1 : 10~:~gt13" 1~XO~O"~~~FOnnfd. ~'rum AIIO;;r" H-14 '8~J 14'-8;'-2:106 ---'1'- -{24---r--10SH- u_ 91 81 66 16'-6" 168-. 61 . .~. <. ''';;.\.:~.I.,...,?:; > :' _~,' ,,:'" 79 60 46 35 65 48 38 28 - j "-, 15'-10" 17'-10" -----3.408 2,556 1 ,988 . j~~L_:J~__ 131 98 76 57 107 80 62 47 Example: Find Roof Area Needed; Area = 'A'; Post Spacing ='S'; Structure Projection = 'W' A = S x (W/2 + O_H_); If'S' = 1', W = 12', and O.H_ = 2' then: 'Area' = 56 Sq. Ft. For a 10'-11" post and 120 m.p.h. wind load or 23 # / Sq_ Ft. post choices are 1) 2" x 3" x 0_044" Hollow Extrusion 2) All post sizes listed below the 2" x 3" x 0,044" Hollow Section Note: Where job conditions dictate a post height of 10' in a 120 MPH wind zone, a 3" x 3" Roll Formed COULD NOT BE used because when it is more than 10' tall it can only support 39 SF of roof. On the other hand, a 3" x 3" Fluted Post with a post height of 10'- 7" can support an area of 128 square feet of area_ Thus, design must satisfy both height and area requirements_ Lawrence E. Bennett, P.E. aV1 ENO#EER - OIEVELCA.ENT CONSU. T ANT P.O_ BOX 4368, SOUTH DAYTONA, FL 32121 T'El..EPHClN: (9004) 787 - ~ n ~ FAX (9004) 787-11558 SEAL PAGE 62 @ COPYRIGHT 1998 NOT TO BE REPRODUCED N WHOlE OR N PART wm-tOUT nf WRITTEN PERMISSION OF LAWRENCE E. ElEN'EfT, P.E. SECTION 2 A TT ACHED & FREEST ANDING COVERS AND UTIUTY SHEDS Table 2,3: Schedule of Post to Beam Size and Number of Thru-Bolts Required Aluminum Alloy 6063 T-6 2" x 4" x 0.038" x 0,100" Self Matin Beam I 2" x 6" x 0.050" x 0.120" Self Mating Beam 2" x 7" x 0,055" x 0,120" Self Matin Beam , 2" x 8" x 0,072" x 0,224" Self Matin Beam 2" x 9" x 0.072" x 0.224" Self Matin Beam I 2" x 9" x 0,082" x 0.306" Self Matin Beam 3" x 3" x 0,125" 3" x 3" x 0.125" 4 4 2 2 3 3 Table 2.4: Footings - Maximum Roof Area for Carport Posts Existing Slab on Grade with unknown re inforc e m e nt 20 17 15 13 10 Isolated Footing Dimensions" 1 '-0" x 1'-0" x 1'-0" 1'-4" x 1'-4" x 1'-4" I l' -6" x l' -6" x l' -6 " I 1 '-8" x 1 '-8" x 2'-0" 1 ' -8" x l' -8" x 2' -6 " Maximum Attributable Roof Area in S uare Feet 30 26 22 20 16 59 50 43 38 31 77 66 57 51 41 120 102 89 78 64 150 127 111 98 80 155 132 115 102 83 194 165 143 127 103 270 230 200 177 144 324 276 240 212 172 2'-0" x 2'-0" x 2'-0" 2'-0" x 2'-0" x 2'-6" 2' -6" x 2'-6" x 2'-6" 2'-6" x 2'-6" x 3'-0" "Notes: Isolated Footing is a poured concrete rectangular solid (Length x Width x Depth)_ Slab on grade must be new or in good condition_ Pre-Cast Block Footing Pre-cast footing block ( 16" x 16" x 4") at 24" below grade with 80 # bag pre-mix concrete and backfilled to rade Dimensions Maximum Attributable Roof Area in Square Feet 1'-4" x 1'-4" x 2'-4" 102 87 76 67 54 Lawrence E. Bennett, P.E. CtVL ENQIEER - DEVEl.0PfENT CONSU. T ANT P_O. BOX 4368, SOOTH DAYTONA. A. 32121 TI:lEPH()I€ (904) 767-4n4 FAX (904) 767-6556 SEAL PAGE 64 @ COPYRIGHT '998 NOT TO BE REPRODUCED N WHOlE OR N PART WTTHOIJT Tl--E WRITTEN PERMSSlON Of' LAWRE.NCE E. aan:TT_ PE SOLID ROOF PANEL PRODUCTS ~,...r- . - ~ SECTION 7 ---< EXlSTNG TRUSS OR RAFTER SEALANT t--EADER (SEE NOTE BaOW) #8 x 9/16' SMS. (3) PER PAN MO (1) AT RISER #10 x 1- V2" SMS. (1) PER RAFTER OR TRUSS TAL ROOF PANEL #10 x 3/4' SMS, AT 12" ON CENTER #8 x 9/16' SMS. (3) PER PAN Ar-D (1) AT RISER AL TERNA TE CONECTION: #8 x 1-V4' SCREWS (3) PER PAN NTO FASCIA THROUGH PAN BOXED EN) EXlSTNG FASCIA ~ )~ HEADER (SEE NOTE BELOW) #8 x 9/16' SMS. (3) PER PAN AI'.[) (1) PER RISER FOR MASONRY USE V4" x 1-V4' TAP-CON ANCHOR OR EQUAL AT 24" ON CENTER FOR WOOD USE #10 x 1- V2" SMS. OR WOOD SCREWS AT 12" ON CENTER ROOF PANa #8 x 9/16' SMS. (3) PER PAN AND (1) PER RISER EXISTING HOST STRUCT1.RE: WOOD FRAME, MAS~Y OR OTt-ER CONSTRUCTION - - - - . ... NOTES: ROOF PMELS SHALL BE ATTACt-ED TO THE HEADER WITH (3) EACH #8 x V2" LONG CORROSION RESISTANT Sl-EET METAL SCREWS WITH V2" WASt-ERS, ALL SCREW f-EADS SHALL BE CAULKED OR SHALL HAVE NEOPReE GASKET BETWEEN Tl-E WASt-ER MO Tt-E PAN. PAN RES SHALL RECEIVE (1) EACH #8 x 1/2' SCREW EACH. Tt-E PANS MAY BE ANCHORED T1-flOUGH BOXED PAN WITH (3) EACH #8 x 1" OF Tt-E ABOVE SCREW TYPES AN) THE ABOVE SPECFED RS SCREW, Lawrence E. Bennett, P.E. avl. ENGI'EER - DEVELCJf'f.ENT COHSU.. T ANT P.O. BOX 4368, SOUTH DAYTONA, F1. 32121 TEl.EPH()IoE (~) 767-4n4 FAX (~) 767-8556 @ COPYRIGHT '998 /oIOT TO BE REPfl()()lJ(E) N WHOlE OR N PART WITHOUT ~ WRITTEN PERMSSION Of LAWRENa: E. BaH:TT, PE. SEAL P....GE 113 SOLID ROOF PANEL PRODUCTS SECTION 7 PAN ROOF ANCHORING DETAILS RIDGE CAP \ J=~ 1 ~ ~ =-~ #8 x 9/16' SMS. (3) PER PAN !J AND (1) AT PAN RISER #8 x 9/16' SMS. (3) PER PAN ALONG PAN BOTTOM HEADERS AND PANELS ON BOTH SDES OF BEAM FOR GABLED APPUCAOON SEALANT PAN !-EADER (BREAK-FOAMED OR EXTRUDED) #8 x 9/16' SM3, (3) PER PAN AN> (1) AT PAN RISER PAN OR COMPOSITE ROOF PANEL AL TERNA TE CONNECTION: #8 x 1-V.' SCREWS (3) PER PAN NTO BEAM THROUGH BOXED e.o OF PAN AND HEADER FOR COMPOSITE ROOFS: #10 x (t + V2") SMS. WITH 1-V.' DWvETER FEJo.DER WASHERS @ 12' O.C. \ (LENGTH. PANEL THCK/lESS + 1') AT ' ROOF BEARING ELE1vfENT (SHOWN) AM) 24' O.C, AT NON-BEARfolG ELe.ENT (SDE WALLS) NOTE: WreN FASTENt-lG PAtELS OR PANS TO WOOD PLATES SCREWS SHALL HAVE A MNMUM EMBEDMENT OF 1" FOR PAN ROOFS: (3) EACH #8 x 1/2' LONG SM.S. PER 12' PAtEL ROOF PANEL (DESIGN PER TABLES) SECTION 7 SUPPORTNG BEAM (PER TABLES) Lawrence E. Bennett, P.E. CIVI. ENGf\EER - DEVELOPM:NT CONSU. T ANT P.O, BOX 4368, SOUTH DAYTONA. Fl 3Z121 T'EUPHClfoE (9().4) 767- 4 n 4 FAX (9().4) 767-6556 SEAL PAGE @ COPYRIGHT 1998 NOT TO BE REPROOUCED N WHOlE OR N PART WTll-iOUT TIE WRITTEN PERMSSION OF LAWRENCE E. BE!IN:TT, P.E. 117 SOLID ROOF PANEL PROf IUCTS SECTION 7 1 ~ ....".,. . .,.,........ . ............ .. . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . ........ . 't :.,. a: o c., J, CONTEMPORARY EZ-LOK ROOF PANEL , " Table 7.4: Allowable Spans for EZ-LOK Panels for Various Loads Contemporary Panels, Inc. Manufacturers Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 1.0 EPS Core Density Foam 3" x 48" x 0,019" Panels i O~ en Buildinqs Enclosed Buildinas Wind Applied Ov erha na Condition Wind Applied Overhanc Condition I Reaion Load NONE 1 '.<J" 2 '.<J " 3'.<J" Realon Load NONE 1'.<J" 2 '.<J " 3'.<J" , 102 M_P.H_ 17 14'.7" 14'.9" 1S'.2" 1S'.9" 102 M,P,H. 29 11 '.2.. 11.-4" 11..".. 12..8. I , 110 M_P.H_ 20 13'-6.' 13'.7"' 14'.1" 14'.9" 110 M,P,H. 35 10'.2'. 10.-4.' 10..11.- 11.-10 120 M .P_H. 23 12'.7"' 12'.9" 13'.2" 13'.11" 120 M.P.H. 41 9'.S'. 9..7" 10..3.. 11..2.. I 125M.P.H. 26 11'.10.' 11'.11" 12'-6" 13'.3" 125 M.P.H. 45 8'.11" 9'.2" 9..10" 10..10 I 140 M.P.H. 32 10'-6'. 10'.10'. 11'-4" 12'.3" 140 M.P.H. 56 8'.1" 8'-4'. 8..11.. 10.-{). ~nas Enclosed Buildinqs Wind Applied ~dltiOn Wind Applied Overhana Condition L 'eI Realon Load NON '.<J" 3 '.<J " Realon Load NONE l'.<J" 2 '-{) " 3 '-{) " ~..KC p.~ 102 M_P_H. 17 16'.9" 16'.1" 17'.3" 17'.9" 102 M.P.H, 29 12'.10.' 12'.11'. 13..s-. 14..2"" ~ 20 1S"S'~S"11" 16'.7" 110 M,P_H. 35 11 '-8'. 11 '.10.. 12.-4.. 13-1.. 23 14'.S" 4'.11" 1S'.7" 120 M.P.H. 41 10..9.. 10..11.. 11 '-6'. 1 2.-4.- 125 M.P_H. 26 13'.7" 13'-8" 14'.1" 14'.10" 125 M.P,H. 45 10'-4'. 10.-6.' 11..1.. 11.-11 140 M.P_H_ 32 12'.2'. 12'-4" 12'.10" 13'.7" 140 M.P.H, 56 9'.3" g..S'. 10'.1.. 11.-{).. i 4" x 48" x 0,024" Panels OJ:en Buildinqs Enclosed Buildinas Wind Applied Overhana Condition Wind Applied OverhanQ Condition Reaion Load NONE 1 '.<J" 2 '.<J " 3'.<J" Region Load NONE 1'-{)" 2 '-{) " 3'.{).' i 102 M_P_H_ 17 17'.11 " 18'.<J" 18'-4" 18'.11" 102 M,P.H, 29 13'.9.' 13.,10.. 14..3.. 14.-11 ! 110 M.P.H. 20 16'-6" 16'-8" 16'.11" 17'.7" 110 M,P_H, 35 12'-6" 12'-8.' 13..,.' 13.,10 . 120 M,P,H_ 23 1S'.S'. 1S'-6" 1S'.11" 16'-8" 120 M.P,H. 41 11 '-6.' 11.-8" 12'.3.. 13.-{). i 125 M.P.H, 26 14'-6" 14'.7" 1S'.<J" 1S'-8" 125 M,P,H, 45 11'.<J" 11'.2" 11'.9" 12.-<3.. I 140 M_P,H_ 32 13'.1" 13'.3" 13'-8" 14'-4" 140 M.P.H. 56 9'.10" 10..1" 10.-8.. 1'-r Notes: Total roof panel width = room width + wall width + overhang_ ~ contemporary panels, 965 Taft Vlneland Rd. Orlando, FL 32824 Telephone (407) 855'4890 FAX (407) 857-1786 . lnc. Lawrence E. Bennett, P,E. CIVL ENGIEEF/ . DEVEI..~ CONSU. rANT P.O. BOX 4368, SOllTl-t DAYTONA, FL 32121 TEl..EPHOfoE (~) 787.4n4 FAX (~) 787.8558 SEAL @ COPYRIGHT 1998 NOT TO BE REPRODUCED to! WHOlE OR to! PART WTTliOUT TIE WRITTEN PERldSSlON OF LAWRENCE E. BaH:TT, P.E. PAGE 129