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HomeMy WebLinkAbout98-7662 BUILDING PE,RMIT 7662 L3 CITY OF ZEPHYRHILLS (813) 788-6611 Permit Date tj- 9-9r ~IL~ ELECTRICAL PLUMBING MECHANICAL ::::::,~.:~.'t.1J;.~..;, 0 Parcel J.D. # 02 -;;26 -;)...-/ - 0 CJ ~ - n LJ..:3CJ D - 00/ i) Sewer Conn Water Conn: Water Meter: T.I.F.'s: Zoning: _Ene;,y Code: Radon Gas: De.cnpt;o" of wo;;7(~r << -" " .L4c:.;,z::.'J ~r NO OCCUPANCY BEFORE C.O. FINAL b J ~ DATE Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. c.o. DATE Inspector gl, :~;~~::,:e l~~/ Company Address Telephone# Valuation or Contract Price <3 9 9?_ d-D ./ City License Registration # ~ Y State Certified License# ~~r~ C/ BUILDING ELECTRICAL PLUMBING MECHANICAL Ftr. Pre SLB Lintel jjr{7~ 1:1f- Breakers Ducts Insl. Compressor Final Tp. Servo Rough In Meter Can Const. Pole Pool Pre-Meter Final FRM. Insul. CL WL SLB Tub Set Water Sewer 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 ($~) shall be made for each trip for each trade: ..2.-~-' iiO 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. APPLICATION FOR PERMIT t2. '1 ~ \ CITY OF ZEPHYRHILLS /~ BUILDING DEPARTMENT '9 ~ <6 ./ If 1, 4)f OWNER' S NAKE If' /1 V ~-!q/U / ~ /30 Ii/) I/Ci/ ff~ / ~Ct Ihl PHONE ; 7/....5-- 7'..53-/ OWNER' S ADDRESS JOB ADDRESS LEGAL DESCRIPTION: LOT(S) BLOCK SUBDIVISION cJq IC51~ PARCEL LD.' 02- - 2)0 - LI ~ VoLo -ciQ 300 .-0010 (OBTAIN FROM PROPERTY TAX NOTICE) WORK PROPOSED :_New Construction _Addition _Alteration --ltepair ,k..Install _Sign ~ove _Deaolish PROPOSED USE: _Single Fallily _KIF _' of Units _M/H _eo..ercial _Indust. _Swim. Pool _Other DESCRIPTION OF WORK: _Restaurant & Health DeparbBent Approval CC(/fbr,1 rf sA j BUILDING SIZE: x Square Feet, Height RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORKS. COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORKS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. PERMITS REOUESTED _BUILDING $ 3/ /7 / ,. Valuation of Total Construction _ELEcnuCAL AKP Service Florida Power Corp. W.R.E.C. _MECHANICAL $ Valuation of Mechanical Installation --YLUMBING GAS ROOFING SPECIALTY TYPE OF CONSTRUCTION: _Block _Fralle _Steel ,./<1 Other PDfISHED FLOOR ELEVATIONS: FT. IS PROJECT IN FLOOD ZONE AREA? -.L YES NO ****************************************** BITII.DER CONTRACTOR SECTION ~ ~ COIIPAIIY If J!; Pk",/ :e.t/p.., ~ State Cert. or Regist.' Ii' 60,j,'OO ~ . ~ ~ City License Registration' Aj7'Z: 41v,rl_23-'..r_~,,; /********* ******************************** ~ Signature F.I .RCTRICIAN COMPANY State Cert. or Regist. , City License Registration t ****************************************** SimlAture PLUMBER COMPANY State Cert. or Regist. t City License Registration f ****************************************** Signature MECHANICAL COMPANY State Cert. or Regist. t City License Registration f ****************************************** Signature OTRRR COMPANY State Cert. or Regist. f City License Registration # ****************************************** Signature APPLIcATION APPROVED BY PERMIT OFFICER. CONDITIONS OF PERMIT AFFIDAVIT 'A. NOTICE OF DEED RESTRICTIONS The undersigned understands that this perlit lay be subject to "deed restrictions" which lay be lOre restrictive than City regulations. The undersigned assUles responsibility for cOlpliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CON'l'RAC'l'On RESPONSIBILI'l'IES 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 aay be cited Cor a lisdeleanor violation under state law. If the owner or intended contractor are uncertain as to what licensing reguirelents lay apply Cor the intended work, they are advised to contact the City of Zephyrhills 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 Cor 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 perlitting privileges in the City of Zephyrhills. c. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES ~{ D. CONSTRUC'l'ION LIEN L'f\W (CHAPTER 713, FLORIDA STA'rUTES, AS AMENDED) I certify that I, the applicant, have been provided with a copy of "Florida's Construction Lien Law - HOIeOWDer's Protection Guid~" prepared by the Florida Departlent oC Agriculture and ConsUler Affairs. If the applicant is sOleDne other than the "owner", I certify that I have obtained a copy of the above described doculent and prolise in good faith to deliver it to the "owner" prior to couencelent. 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 work or installation has cOllenced prior to issuance of a perlit and that all work will be perfofled to leet standards of all law8 regulating construction, City codes, loning regulations, and land developlent regulations in the jurisdiction. I also certify that I understand that the regulations of other goverDlental agencies lay apply to the intended wort, and that it is IY responsibility to identify what actions I lUSt take to be in cOlpliance. Such agencies include but are not liJited to: * Departlent of HnviroDlental Regulation - Cypress Bayheads, Wetland Areas and HnviroDlentally Sensitive Lands, . Water/Wastewater Treatlent * Southwest Florida Water Hanagelent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses * ArlY Corps of Engineers - Seawalls, Docks, Havigable Waterways * Departlent of Health & Rehabilitative Services, EnviroDlental Health Unit - Wells, Wastewater Treataent, Septic Tanks * 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 volUle" will be sublitted which is prepared by a professional engineer registered in the State of Florida prior to perlit. 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 Bet aside any provisions of the technical codes, nor sball is~u~nce of a perlit prevent the Building Official frOl thereafter requiring a correction of errors in plans, construction, or violations of any code. Every perlit issued shall becOle invalid unless the work authorized by such perlit is cOllenced within sil IOnths of issuance, or if work authorized by the perlit is suspended or abandoned for a period of sil IOnths after the tile the work is cOllenced. One 90 day eltension of tile, JaY be allowed for the perlit with fee charge of '15.00. The eltension sball be requested in writing to the Building Official. An approved inspection lUSt be logged during each six IOntb period, or the project will be considered abandoned. WARlfING TO OWHER: YOUR FAILURE TO RHCORO A NOTICE OF COHHBHCEHEHT HAY RBSULT IN YOUR PAYING TWICE FOR IHPROVBIIIIl'S TO YOUR PROPBRTY. IF YOU INTEHO TO OBTAIH FIHAHCIHG, COHSULT WITH YOUR LBHDBR OR AH ATTORIBY BBFORR RBCORDING YOUR NOTICE OF COHHBHCBKBHT. JO UNO 2,500 IH VALUB DO NEBD TO RBCORD AHD POST A "NOTICB OF COMMBHCEHEHTj' ~;J l/kl-f:J ' SIGHATURE: COHr O~ DA COUNTY OF A~.J11Ir The foregoing instrument was acknowledged before me this ~~~, 19~ by who i~i :~~ri~ ~ ~h~ has produced as identification and who did/did not take an oath. ~-r~q~- -~~ ( ignature) ." (Name Typed, Printed or Stamped) NOTARY PUBLlf(<<~~~.<<<<<<<<<<<<<<<<<<<<<<<<<<<<(<<<<<<~<<<<i: > "~~~~:'~~'<~" Robert Druce MallSpeltker ' , ~S (r~"') :\ Notary Public, State of Florida :: ~S \~~~~/ Commission No. CC 530694 : ' >~ ...~~~..., My Commission Expires 4/20/00 ' : ~ Bonded Through F1a. Notary Service & Bondilljl Co. :' > })))))))))))))))))))) )))))>>>))>>))>)))~>)))>))~ , I STATE OF FLORIDA COUNTY OF ~~ The foregoing instrument. was acknowledged before me this ~~, 19 ?Yby .' who is P~~il; ~to ~-;-;;boh;s produced as identification and who did/did not take an oath. tt:n4~~..b---- "2r.---~~ ( gnature) (Name Typed, Printed or Stamped) NOTARY PUBLI C >~'((((~~~~~((((((((((((((((((((((((((((((((~(((((((:I' > .,,~~~~~,~~t:' Robcrt Bruce Mallspeak~r . : > ;' ..... A,":, ... Notary Public State ofFlonda '. ~S i,,~'6.~j Commission No, CC 530694 : : ? "~~~~~~Y My Commission Expires 4/20/00 : . >~ Bonded Through Fla. Notary Service & Bonding Co. .: ~'>)))>>))))))))))>>)))>)))>>)>))))))))))>)))>)>)))>> State of 11111111111111111111111111111111111111111111111111 98040709 F~nWf , NOTICE OF COMMENCEMENT A~<:,~ County of THE \mDERSIGNED hereby gives notice that improvement will be made to c~rtain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement: 1. Description of Property: Parcel No. () 2 - 2~-- 1'- / - (JtJ 20 ...., tYO.-7cJt/ ---a?/d (Legal description of the property and street address if available) 2. General Description of Improvement ('O~()r7- rI- c;h ~ 3. Ii 1 .$'. '- \ 6..- 'J\ (~J \ i \'-j Owner Information: Name T~ rfL/ ;J I Address (of]&; ro/vtl/ ~f City Interest in Property: ~# Name of Fee Simple Titleholder: (If other th~n owner) Rcpt: 229407 Rec: DS: 0.00 IT: 04/08/98 /IIclt:('ftf O/~/~0 6.00 0.00 Dpty Clerk Stater/ ;$~StJZ) JED PITTMAN, PASCO COUNTY CLERK 04/08/98 02:18pm 1 of 1 OR BK 3912 PG 1001 Address City State Contractor: Name /( J 17./l1r/h1/1J,1/P'1 Address 771/2 7.t/J-1l~ City '3>/..{y/'-I,h Surety: Name I? L..I::... 5u/-"e f y (0/ )G ltC;- ! 7:L~ 9. Ci~ ~o/~ - Amount of Bond: $ /{)~tJtJO Lender: Name /2~ / stater/ .JJ~-~ ~ Address State Z' /. Address ST/\TE 0'- FLORIDA. CCU;\if',' CF f'J\scn T: XC: !:; ro CfF;":~ [' Tk\! THr:. FOREGOING IS A TRUE ..--',;.;n C(\~~;. :~<C.1' :-,:"~:~j\/ (\~ -n.;~ ~tlA~ or,' CfI OR C( rU~~~h~ r.;:'CC\:;L; j!.l Ti<S OFF!(. ~ L SS MY whom by Section City Persons within the State of Florida notices or other documents may be 713.13(1)(a)(7), Florida Statutes: Name Address City State 8. In addition to himself, Owner designates of to receive a copy of the ~ienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. .,i~'- 9. Exp~ratlon date at NotIce at Commencement (the expIratIon date is 1 year 'fr,:>m 'the date of recordii&g unless a differ.=r.t date is specified.) Signature of Owner: Sworn to 19 1~. , I . .......,\ Notary Public: . ...... "" ('E. "f~.,\!S' '.' ~:~ ..' .,'.... ~ q;....... "nY": I My Commi.ssion Expires: , (((((t/((l(((((((((((((((((((((((((((((((, (I ~ ""~~~;:'" Robert B~ce Manspeak~r ) : ,i ': -i 0' I ) ',.\ . ':,1 Commission No. CC 530694 . . \ "~~.. ".;/ My Commission ExpirC' 4120/00. : ?~ ....... ,-, "'_, ,.... "l"f'V;"'. .... n,.rrrn:l' (.0. :). ...::.~ . < ' · .' C ) ~ ., , - )\J'-) .:'.~. , '" ~~,...< <"v. , .. ~ r 1 I.~ . . . " -, ~ 1~" CITY OF ZEPIIYRHILLS BUILDING DEPARTMENT OWNER Je /tlV ~h/Ze JOB LOCATION ~ fh ( ) rfl f?O/y~ /' ~/-. Oc... -- 2&~ Z./~ 0020 --00300 -00/0 PARCEL 1.0.' # SIION ALL EXIST .lNG & PROPOSED STRUCTURE~~.l V LNG DIMENSIONS & SETBACKS. Xo. UTILITY BUILDINGS MUST SHOW SIZE & FOUNDATION INFOR- MATION. " ( '"" / I e)\rjfrP7! 41/# IJ I---- I <! .- I 2 xL? 1 fr 0 rOffJ 5/q/; I !lx5L r \) f!dfnre/ C ct( pori 13 X Lf'fo , /g/ I ! I L,.___ . "- ~ FRONT PR~PERTY LINE \ ~ STREET 'fl. I~ (}Vtll .P/-. , (NOTE EXAMPLES 1 & 2) 1. SETBACKS FOR RI, R2 ZONING 60' 10' P E- R X 0 I 10' p S 10' 0 T S I E N D G 20' 2. SETBACKS FOR R3 ZONING 60' 1 0' 10' 10' EXISTING 10' PROPOSED 20'SGL FAM 30'DUPLEX 1 0' FRONT PROPERTY LINE FRONT PROPERTY LINE 7/5 - '-f _S 5 / RJ's ALU~NUM MASONRY CONTRACTOR PROPOSAL SUBMITTED TO: 37912 7th Avenue Zephyrhills. Fla. 33541 Phone: (813) 788-3741 NAME: W'h."bV'"bm;t'oec;f;'''iO~ # Lf ~ ~ 3000 ps-r~- f,ik ~ 10 ~M_~5 ,:X ~ ({;;LLL ') ~5~~ ~ C (OXIZ /3 f 0, 0 , u .. :210, I r 0, () 0 ~ 13 X'fr -)~ "J-' p~ /.!l7:l,' 3'1-.3 ~:J-X't'~ f:k t::J:;;;;::: ~~ vk-~ ~ fJ~ )5D'F-"-~ ,/50, ~. , J~ Df'-'- D :;73 ?7?' o~ P7f')-~)....Olt /' lU o ~ [Ao1. We hereby propose to furnish labor and matenals - complete In accordance with the above specifications, for the sum of: ? ?J? ~. dollars ($ ~ ~ ) with payment to be made as follows: J'Y?j ~ Ad} q n / .6'14-'7 <Z' t)/C f C-C"A /k.?""/.....-; A~o_~~ ?~~ ACCEPTANCE OF' PROPOSAL The above prices. specifications and conditions are hereby accepted. You are outHned above. ACCEPTED: Signeture Date ~.,/-~ ----~_.~,_.. .. . --I . I " ! " I j I I j I \rA\P L) \' r~"~ f\V (:)J t- c,'~ 3,000 pSI 0/f~ h')e/ \''\/ " ~ ---. 1- #3~k .__.,----_._------._--.,--_.~_."..,-_._.-."- - -~, ........,,,- Ii )(g ( )0 I~+- (Ct if \ ') i~1 Z ( . ") ( \ 'I o I Jj /./ \ J y.J ,O'!o5Cq//~~/P~ /- / A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS SECTION 2 DO NOT BLOCK FIE EXIT WNJOW F'-=' -. rv~---- I eI) .... eI) ~ ~ --- W VARES--~ 22 ~ OVERHANG VARES 2" x _ FRONT WALL BEAM SELECT 1.' FROM TABlE 2 . 1 . 1 AN>/OR TABLE 2 . 1 . 2 USE 1.' . W/2 + O.H. ~ L~ .I > ~ 2" x 3" WU.N SEE TABlE 2 . 2 . 1 AN>/OR TABlE 2 . 2 . 2 SINGLE CARPORT Lawrence E. Bennett, P.E. cr1Il. ENaNEER - llE\IELQI'aENT CO'aL TANT P.O. BOX 4388, SOUTH DAYTONA, Fl 32121 'TBB'HOtE (804) 787-4n4 FAX (804) 787-11658 SEAL @ COPYRIGHT 1998 NOT TO BE REPRODUCED N WHOLE OR N PART WITttOUT TIE WRITTEN PERMSSION OF LAWRENCE E. BENETT, P.E. PAGE 49 ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS SECTION 2 II II I ~ ~ ~ I L-w-1 ~---W W II II II /I /I II "II . II II MONO-SLOPED ROOF II .... OVERHANG VARES -'----_ ~ II OVERHANG VARES II N II II II ~ JI 1 II II ! /I II ~ A I rW 12+0.H. f- A nW/2 i A J -W 121?.H. '1TW/2+0.H. i A-W/2+<W- ..J II II ~ ..J :j ~ z ~ 4( II II 55 ~ II II m II II II II II L II II L II II II /I ~ U U .. .. 'j<--- r--- NOTE: FOR BEAM SPAN LENGni oAo FOR SHADING DENOTES MAXIUot ROOF TABLE 2 EQUALS TIE LARGER OF: A-W OR AREA FOR ca..LU8 AN) FOOTNG A-W/2+o.H. DOUBLE CARPORT SNGLE CARPORT BEAM F RE~ . SLOPE FOR KN:E BRACING '______ ~V21 · SLOPE .. 12 V2 .. KtEE BRACE 12 -:----:------~==-.-...._==---==========---..- -- W' FOR BEAM SIZE W' FOR BEAM SIZE - W FOR BEAM SIZE SEE TABLE 2 . 1 . 1 AN)/OR TABLE 2 . 1 . 2 AFTER COt.RJ'TJ<<3 'A' lARGEST VALlE . MNMlJM SLOPE SHALL BE V2" PER 12" POST SIZE AN) SPA~ PER TABLE 2.2.1 EXCEPT FOR 0.0260 PANS FOR WHCH AN>/OR TABLE 2.2.2 THE SLOPE SHALL BE 3/40 PER 12" FOR SPANS EXCEEDN3 12'-00 OR NOTE: IOEE BRACES ARE REQlR3) F POSTS MANUFAC~ERS RECC>MYa<<lED SLOPE ARE NOT SET ~ ~ FOOTNG END VIEW DOUBLE CARPORT (GABLED) END VIEW SINGLE CARPORT Lawrence E. Bennett, P.E. avI. EHGN:ER - 1E\iEl.OFM:NT CON9lL TANT P.O. BOX 4388, SOUTli DAYTONA, Fl 3212t 1B..EPHOt>E (804) 787-4n4 FAX (804) 7117-ll55e SEAL @ COPYRIGHT 1998 NOT TO BE REPAOOlJCED .. WHOl.E OR .. PART WIlliOUT nE WRITTEN PERMSSION OF LAWRENCE E BENETT, P.E PAGE 51 A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS SECTION 2 "r IS ntCKtESS OF REQUIB) POST r ~ N' b-- ;:a ~ r TOP OF GRADE 3" x 3" POST SEE TABLE (2) 2" x 2" x "t" ANGLE OR (1) U a-tAYEL x "r 3/a" x 3-112" BOLT 80 LA 2500 PSI CONCRETE PRE-M)( ~.....,--- 3" x 3" BASE 1 16" 1 ALUMINUM CONVENTIONAL CONSTRUCTION PORCH POST CONNECTION r o L y) LL-l POST N CONCRETE ~4 BAR 12" LONG - POlR:D CONCRETE REFER TO TABLE 2 . 4 N ;:a I N 3" x 3" POST llR4 BOL 1B) TO ANCHOR RISER 2-314" x 2-314" x 2-112" ~ LONG x lIa" 1UING WB.DED cc::HECTION FASTEN PER TABLE 2 . 5 12" x 12" x 114" PLATE 3-112" CONe. SLAB ISOLA TED FOOTING BASE ANCHOR CONNECTOR FOR POST TO SLAB CONNECTION 2'-0" MN. N BEFORE SLOPE ;::. f 1 ~ ~ (1) ~5 BAR CONT. (1) 1:5 BAR CONT. TYPE I FLAT SLOPE / NO FOO~ 0-2"/12" TYPE II MODERATE SlOPE FOOTNi 2"112" - 1-10" TYPE III STEEP SlOPE FOOTN3 ) 1-10" NOTES: t NO FOO~ RE~ED EXCEPT WI-EN ADDRESSNG EROSION EXCEPT FOR EXlSTNi SLAB WITHOUT REllFORCEM2NT. TIEN lRBUT ARY ROOF AREA I..MT8) BY TABLE 2 . 4 2. MONOl.IlHC SLABS OR FOOTNGS SHAll BE MN. 2,500 PSI CONCRETE WITIi ax8-1Ox1O W8..DED WRE W:SH OR FBER W:SH t.1A Y BE USED N LEU OF W:SH. 3. F LOCAL BlJU)NG CODES REQlR:S A W&f..N FOOTNG USE TYPE I FOOTNG OR FOOTNG SECTION REQURED BY LOCAL CODE. LOCAL CODE GOVERNS. SLAB DETAILS ADDRESSING EROSION Lawrence E. Benn,ett, P.E. aVl. EHGIoEER - DE\lB.GRtEHT CONSU. TAN'( P.O. BOX 438ll. 80UTH DAYTONA, FL 32121 lB..EPHOtE (lK)4) 707-4774 FAX (lK)4) 787-lSl558 SEAL @ COPYRIOHT 1998 NOT TO BE REPRODUCED tl WHOlE OR N PART wmtOUT TlE WRITTEN PERMSSION OF LAWRENCE E. BENETT, P.E. PACE 53 SECTION 2 A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS INTERNAL OR EXTERNAL RECEIVING CHANNEL r x r x 0.063" ANGLES INTERNAL OR EXTERNAL ANGLE CLIPS CONCRETE ANCHORS PER SCI-EOU..E <3 EXTRUDED ALl.JMN.H BASE OR BREAK FORMED U-ClP CORROSION RESISTIVE STEB. nAU BOlT PER SCl-EDlLE ALLt.ft.t.t TUBE COL~ ~ CONCRETE SLAB OR FOOThlG TUBE COLUMN"SASE SCI-EMA TIC INTERNAL BASE NOTE: ATTACHMENT DET ALS SHOWN REQLW:tE DIAGONAL BRACJ.JG FOR FREE-STAN:lN3 COVERS SEAL Lawrence E. Bennett, P.E. QVL ENC3IIEER - 0E\'El.0PaEHT CONSU.TANT P.Q. BOX 43ll8, SOUTH DAYTONA, FL 32121 T1:l.EI'HOtE (llO4) 7f17-4n4 FAX (llO4) 7f17-85l58 PAGE 54 @ COPYRIGHT 1998 NOT TO BE REPRODucED N WHOlE OR N PART WITHOUT TtE WRITIEN PEfMSSION OF LAWRENCE E. BENETT, P.E. SECTION 2 A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS ~ ROOF PAN3... SEE SECTION 7 > ANCHOR PER DETAL FOR PAN OR eot.POSITE PAN:J.. SEE TABLE 2 . 3 FOR N.NBER OF BOLTS AN) SIZE OF POST BEAM AN) POST SIZES SEE TABLE 2 . 1 . 1, TABLE 2 . 1 . 2 AN)/OR TABLE 2, 2 . 1, TABLE 2 . 2 . 2 COLUMN NOTCtED TO SlIT SIDE NOTCH POST TO BEAM CONNECTION ~ > ROOF PAN:J.. SEE SECTION 7 ANCHOR PER DETAL FOR PAN OR Cot.4'OSlTE PAN:J.. SEE TABLE 2 . 3 FOR N.NBER OF BOLTS AND SIZE OF POST -it BEAM AN) POST SIZES SEE TABLE 2 . 1 . 1, TABLE 2 . 1 . 2 AN)/OR TABLE 2 . 2 . 1, TABLE 2 . 2 . 2 COLUMN NOTCtED TO SlIT CENTER NOTCH POST TO BEAM CONNECTION Lawrence E. Bennett, P.E. avl. ENGIIEER - DeVELClPI.ENT CC1N8U.TANT P.o. BOX 43IS8, BOUTli DAYTONA, f1. 32121 'TB.S'tlOfE (804) 7f17-4T74 FAX (804) 7f17-85l58 SEAL. PAGE 56 @ COPYRIGHT 1998 NOT TO BE REPRODUCED tI WHOlE OR tI PART WITHOUT nE WRTTBI PER~ OF LAWRENCE E. BENETT, P.E. A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS SECTION 2 Table 2.1.1: Allowable Roof Beam Spans for Carports, Patio Covers, Screen Rooms, and other Open Buildings with Solid Roofs Aluminum Alloy 6063 T~ ',-- Wind Zone - 102 MPH T 110 MPH r 120 MPH I 125 MPH I 140 MPH Applied Load = 17# I Sq. Ft T 20# I Sq. Ft I 23# I Sq. Ft J 26# I Sq. Ft J 32# I Sq. Ft Load Width 2" x 3" x 0.050" Hollow lilt 5' 9'.9" '9'-0" 8'.5" 7'.11" 7'.1" 6' 8'.11" 8'.3" 7'-8" 7'.2" 6'.Q" 7' 8'.3" 7'.7" 7'.1" 6'-8" 6'-0" 8' 7'.9" 7'.1 " 6'-8" 6'.3" 5'-8" 9' 7'.3" 6'-8" 6'.3" 5'.11" 5'-4" 10' 6',11" 6'-4" 5'.11" 5'.7" 5'-0" 11' 6'.7" 6'.1" 5'-8" 5'-4" 4'.10" 12' 6'-4" 5'.10" 5'.5" , 5'.1" 4'.7" Load Width 2" x 3" x 0.050 Hollow 5' 11'.1 " 10'-3" 9'.7" 8'.11" 8'.1" 6' 10'.2" 9'-4" 8'.9" 8'.2" 7'-5" 7' 9'.5" 8'.8" 8'.1" 7'.7" 6'.10" 8' 8'-9" 8'.1" 7' . 7" 7'-1" 6'.5" 9' 8',3" 7'-8" 7'.1 " 6'-8" 6'-0" 10' 7'.10" 7'.3" 6'.9" 6'-4" 5'.9" 11' 7'.Q" 6'.11 " 6'-5" 6'-1" 5'.Q" 12' 7'-2" 6'-7" 6'-2" 5'-10" 5'-3" Load Width 2" x 4" x 0.050 Hollow lilt 5' 12'.3" 11'.3" 10'.Q" 9'-11" 8'.11" 6' 11'.2" 10'-4" 9'.7" 9'-0" 8'-2" 7' 10'-4" 9'.7" 8'-11" 8'-4" 7'-7" 8' 9'-8" 8'-11" 8'-4" 7'-10" 7'-1 " 9' 9'.2" 8'-5" 7'-10" 7'-5" 6'-8" 10' 8'-8" 7'.11" 7'-5" 7'-0" 6'-4" 11' 8'.3" 7'-7" 7'-1 " 6'-8" 6'-0" 12' 7'-11 " 7'.3" 6'-10" 6'.5" 5'-9" Load Width 2" x 4" x 0.050" Hollow 5' 13'-9" 12'-8" 11'-10" 11'-1 " 10'-0" 6' 12'.7" 11 '-7" 10'-9" 10',2" 9'-2" 7' 11',7" 10'-8" 9'-11" 9'-5" 8'.Q" 8' 10'-10" 1 0'-0" 9'-4" 8'-9" 7'-11 " 9' 10'.3" 9'-5" 8'.10" 8'-3" 7'.Q" 10' 9'-9" 8'-11 " 8'-4" 7'-10" 7'-1 " 11' 9'.3" 8'.Q" 7'-11 " 7'.Q" 6'-9" 12' 8'-10" 8'.2" 7'-8" 7'.2" 6'.Q" Load Width 2" x 4" x 0.038" x 0.100" Se'f Mating Beam 5' 14'.Q" 13'-4" 12'.Q" 11'-9" 1 0'-7" 6' 13'.3" 12'-2" 11 '-4" 10'-8" 9'-8" 7' 12'.3" 11'.3" 10'.Q" 9'.11" 8'-11" 8' 11'-5' 10'-7" 9'.10" 9'-3" 8'-4" 9' 10'.10' 9'.11" 9',3" 8'-9" 7'-10" 10' 10'-3" 9'.5" 8'.10" 8'.3" 7'.Q" 11' 9'-9" 9'-0" 8'.5" 7'-11 " 7'-1" 12' 9'-4" 8'-7" 8'.1" 7'-7" 6'-10" Example: For 2" x 4" x 0.038" x 0.100" Self.Mating Beam; Beam span between uprights use load width to enter table For 12' Roof Panel + 2' Overhang, Load IMdth = LW = 12' / 2 + 2' 0 H, = 8' ; Enter table on left at 8' read allowable span under required load; Thus for 100 MPH wind load/live load or 17 #/Sq Ft. and Load IMdth = 8'-0" Maximum BeamSpanfor2"x4"x0038"xO 100"= , 11'-5" I Spans do not Include length of mee brace Add horizontal leng Of knee brace 10 above spans for total beam spans. '-. Lawrence E. Benn&tt, P.E. ava. EM>>EER - DEVa.~ CON8U.TANT P.O. BOX 4388, 80Uni DAYTONA, FL 32121 TB.EPHotE (1104) 767-4n4 FAX (904) 767-6558 @ COPYRIGHT 1998 NOT TO BE REPRooucEo .... WHOlE OR .... PART WITHOuT TIt: WRfT11:N PBNSsION OF LAWRENCE E. BENETT, P.E. SEAL PAGE 59 SECTION 2 A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS Wind Load = Applied Load = Maximum Table 2.2.1: Allowable Attributable Roof Area per Post for Carports, Patio Covers, and other Open Buildings - ALUMINUM POSTS Aluminum Post 102 MPH ! 110 MPH . 120 MPH r 125 illip~f [ '140 MPH 17 #/Sq. Ft,;20 #/~qJt. 123 t!!$g. FtJ~6 #/Sq.f(t!2 #/S9. Ft. Allowable Roof Area in Square Feet for Various Loads on Post 2" x 2" x 0.044" Hollow Extrusion or 121 103' 90 91 77 67 71 60 52 53 45 39 2" x 3" x 0.050" Hollow Extrusion or 161 137 119 105 86 147 125 109 96 78 94 80 69 61 50 70 60 52 46, 37 3" x 2" x 0.070" Hollow Extrusion - Aluminum Allo'y 6063 T-6 200 170 148' 131 . 107 150 128 111 98 80 117 99 86 76 62 88 ,75 65! 5L 47 3" x 3" x 0.040" Roll Formed - Aluminum Alloy 3105 H-14 140 . 119 I 104 ! 92' .. ., 1 05 89' 78 . 69 82 69 60 53 61 52 45 40 3" x 3" x 0.060" Roll Formed - Aluminum Alloy 3105 H-14 212 : 180 I 157 '138 113 159 ' 135 '117 1 04 84 124 105 91 81 66 93 79 68 61 49 3" x 3" x 0.060" Fluted Hollow Extrusion - Aluminum 6063 T-6 200 170 148 131 107 150 128 . 111 98 80 117 99 86 76 62 88 75 65 . 57 47 Height 7'-4" 8'-7" 9'-10" 11'-1" Height 8'-2" 9'-6" 10'-11" 12'-3" Heig,ht 8'-2" 9'-6" 10'-11" 12'-3" Height 10'-0" 11'-8" 13'-4" 15'-0" Height 11'-0" 12' -1 0" 14'-8" 16'-6" Height 11'-10" 13'-10" 15'-10" 17'-10" Load in Lbs 2,064 1,548 1,204 903 Load in Lbs 2,736 2,502 1,596 1,197 Load in Lbs 3,408 2,556 1,988 1,491 Load in Lbs 2,381 1,786 1,389 1,042 Load in Lbs 3,600 2,700 2,100 1,575 Load in Lbs 3,408 2,556 1,988 1,491 79 60 46 35 65 48 38 28 ..j 74 56 43 33 ---... Example: Find Roof Area Needed; Area = 'A'; Post Spacing ='S'; Structure Projection = 'W': A = S x (W/2 + O.H.); If'S' = 7', 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'- T' can support an area of 128 square feet of area. Thus, design must satisfy both height and area requirements. Lawrence E. Bennett, P.E. 011I. ENt3INEfER - DEVB.OPIEHT CONSU..TANT P.O. BOX 4368, SOUTH DAYTONA, FI.. 32121 TEl.EPHOIE (90<4) 787-4n4 FAX (90<4) 787-8558 SEAL PAGE 62 @ COPYRIGHT 1998 NOT TO BE REPRODUCED ,. WHOLE OR ,. PART WIl1iOUT Tl-E WRITTEN PERMSSlON OF LAWRENCE E. BENETT, P.E. SECTION 2 ATTACHED & FREEST ANDING COVERS AND UTILITY SHEDS Table 2.3: Schedule of Post to Beam Size and Number of Thru-Bolts Required Aluminum Alloy 6063 T-6 I Beam Minimum # Thru-Bolts @ L=D+Y.' Size Post Size 1/4" 9 3/8" 9 2" x 3" x 0.050" Hollow Tilt 3"x 3"x 0.060" Scalloped 2 - 2" x 4" x 0.050" Hollow 3"x 3"x 0.060" Scalloped 2 - 2" x 4" x 0.038" x 0.100" Self MatinCl Beam 3"x 3"x 0.060" Scalloped 2 - 2" It 6" x 0.050" x 0.120" Self Mating Beam 3"x 3"x 0.060" Scalloped 2 - 2" x 7" x 0.055" x 0.120" Self Mating Beam 3" x 3" x 0.093" 3 2 2" x 8" x 0.072" x 0.224" Self Mating Beam 3" x 3" x 0.093" 3 2 2" x 9" x 0.072" x 0.224" Self Mating Beam 3" x 3" x 0.125" 4 3 2" x 9" x 0.082" x 0.306" Self MatinCl Beam 3" x 3" x 0.125" 4 3 Table 2.4: Footings - Maximum Roof Area for Carport Posts Wind Zone = 102 MPH 110 MPH 120 MPH 125 MPH 140 MPH ADDlied Load = 17 #/Sa. R. 20 #/Sa. R. 23 #/Sa. R. 26 #/Sa. R. 32 #/Sa. R. Existing Slab on Grade with unknown 20 17 15 13 10 reinforcement Isolated Footing Dimensions** Maximum Attributable Roof Area in Square Feet 1'-0" x 1'-0" x 1'-0" 30 26 22 20 16 1'-4" x 1'-4" x 1'-4" 59 50 43 38 31 1'-6" x 1'-6" x 1'-6" 77 66 57 51 41 1'-8" x 1'.8" x 2'-0" 120 102 89 78 64 1'-8" x 1'-8" x 2'-6" 150 127 111 98 80 2'-0" x 2'-0" x 2'-0" 155 132 115 102 83 2'-0" x 2'-0" x 2'-6" 194 165 143 127 103 2'-6" x 2'-6" x 2'-6" 270 230 200 177 144 2'-6" x 2'-6" x 3'-0" 324 276 240 212 172 **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 grade. 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. avL ENC>>EER - DEVB.0PrENT CONStL TANT P.O. BOX 4388, SOUTH DAYTONA, FL 32121 'TEI..EPHOI'E (1104) 787- Ion 4 FAX (1104) 787-8S58 SEAL PAGE @ COPYRIGHT 1998 64 NOT TO BE REPROOucED N WHOlE OR N PART WITHOUT TtE WRITTEN PEJNSSION OF LAWRENCE E. BENETT, P.E. .-.." ~ ATTACHED & FREEST ANDING COVERS AND UTILITY SHEDS SECTION 2 Table 2.5: Allowable Spans I Heights for Aluminum Pans Utility Shed Roof or Walls 1-1/4" x 12" x 0.026" Panel. 1-1/4" x 12" x 0.032" Panel Wind Overhang Condition Wind Overhang Condition Region NONE 1'-0" 2'-0" Region NONE 1'-0" 2'-0" 102 M.P.H. 7'-4" 7'-7" 8'-4" 102 M.P.H. 8'-1" 8'-4" 9'-1" 110 M.P.H. 6'-9" 7'-0" 7'-10" 110 M.P.H. 7'-6" 7'-9" 8'-6" 120 M.P.H. 6'-4" 6'-7" 7'-6" 120 M.P.H. 6'-11" 7'-3" 8'-0" 1-1/2" x 12" x 0.026" Panel 1-112" x 12" x 0.032" Panel WIND Overhang Condition Wind Overhang Condition REGION NONE 1'-0" 2'-0" Region NONE 1'-0" 2'-0" 102 M.P.H. 8'-S" 8'-8" 9'-4" 102 M.P.H. 9'-4" 9'-6" 1 0'-1" 110 M.P.H. 7'-9" 8'-0" 8'-9" 110 M.P.H. 8'-7" 8'-10" 9'-S" 120 M.P.H. 7'-3" 7'-6" 8'-3" 120 M.P.H. 7'-11" 8'-3" 8'-11" 3" x 12" x 0.026" Panel 3" x 12" x 0.032" Panel Wind Overhang Condition Wind Overhang Condition Region NONE 1'-0" 2'-0" Region NONE 1'-0" 2'-0" 102 M.P.H. 13'-11" 14'-1 " 14'-6" 102 M.P.H. 1S'-S" 1S'-6" 1S'-11" 110 M.P.H. 12'-10" 12'-11 " 13'-S" 110 M.P.H. 14'-2" 14'-4" 14'-9" 120 M.P.H. 11'-11" 12'-1" 12'-7" 120 M.P.H. 13'-3" 13'-S" 13'-10" Room Roof Panel span ="W' as shown on drawings. Note: To double span install 2" x 2" x 0.036" Extrusion at Midspan. Lawrence E. Bennett, P.E. avL ENGN:ER - DEVELOAENT CONSU.TANT P.O. BOX 4388, SOUT1i DAYTONA, F1. 32121 TB.EPHONE (g()4) 7ff1-4774 FAX (804) 787-8558 SEAL @ COPYRIGHT 1998 PAGE NOT TO BE REPRODUCED ... WHOlE OR ... PART wmtOUT TtE WRTTEN PERMISSION OF LAWRENCE E. BENETT, P.E. 65