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HomeMy WebLinkAbout98-7445 BUILDING PERMIT 7445 J3 CITY OF ZEPHYRHILLS (813) 788~6611 Permit Date ~-~ -9~ ~ '-. jJ7) BUILDING ELECTRICAL PLUMBING MECHANICAL Sewer Conn Job Address: Parcell.D, Water Conn: Water Meter: Zoning: '" Energy Code: DescriPtion of wor\.-.\::ft'~ d ~.1? - lt2-~~ / 00-. 0 <f- Radon Gas: ~ h,O T.I.F.'s: NO OCCUPANCY BEFORE C,Q, FINAL DATE Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. C,Q, DATE Inspector 0 Permit Fee Signature Company Address Telephone# -f!;~~ t- . Valuation or Contract Price - :2.,Q, ~~. crv / City license Registration # ~ State Certified license# {l4fl ()/~ BUILDING ELECTRICAL PLUMBING MECHANICAL Ftr. Pre SLB lintel FRM. Insul. CL WL Tp. Serv, Rough In Meter Can Const, Pole Pool Pre-Meter Final SLB Tub Set Water Sewer Final Breakers Ducts Insl. Compressor Final Driveway REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($ H),601 shall be made for each trip for each trade: ;J..!:.-: ''--0 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. AP~LIcArloN rOR PRRKlt CITY OP ZE~nYIUI1LLS BUlLDINU'bEPARtKBNT /-1- 9( P~R OwtfEtt' tj ADbUSS -P>J.b 7 IItv f' Sf W f 5-r Job ADDJt~S J...() 1 <:? f IO/Jb R..t DG-t.. w!tY DR-. ~ ' ; ;. OWNER'S NNII JU1~~'cr.ftf~ MII~of'1ts PIlONE 7f;Lr~:2?b I LEGAL DESCRIPTION: LOT(S) BLOCK PARCEt t.b.,.} -.)t, - J/ -tJJ/()-LJcx:x:v-c:)..??/) SUBDIVISION (OBTAIN FROM PROPERTY TAX NOTICE) ~ORk PROPOSED! ~ew Ooogttuctiun ---AddiHull ---Alteration --..Repair _Install _S1811 --1Iove ->>e.olish PROPOSED USE! ~iti81e railY --111 F _' of Units -11/11 _C~erctal _Indu8t. _Swill'l. 1'001 _Other --..Restaurant Ii Ilealth Department Approval DESCRIPTION OF WORk: OftRAf.::;:-Iy-- Pit rl 0 BUILDING SIZB: ,;) 0 X .;Lv. UD Square Feet, y;'tdtJ 'lIeight RESIDENTIAL: AtTAl,,. (2) pwr I'LANS tr (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. COHHERctAL! AnAtll (3) SBTS or BUtlJJING PLANS & (1) SRT ENERGY FORMS. ,ltUPJnttt StJItVEt dQUlRED FOR' ALL NEW CONSTRUCTtoN. ~ILDING _ELECTRICAL ----1f,ECllAtflCAL -----YLtJtlblNG PERHlTS.ItEOUESTEQ . $ .;2;;2,.7J: U 0 v41uatlull uf Tot41 Construction NIP Service Plorida Power Corp. W.R.E.C. $ Valuation of Heclutnical Installation GAS ROOFING SPECIALTY TYPE OF CONSTRUctION! '. --Block ___Fr_e _Steel Other FIlUSHBD FWOR ~UVATIONS:.., .Ft. IS 'PROJECT IN FLOOD ZONB AREA? YES NO .......................................... BUIIJJER ~ L a.wANt. stat@ Vert. or Regist. , .~ ~ City License Registration , .......................................... CONTRActOR SECTION !lU /fLtJ/11. Signature <:P~ Ge<.O.$'/WC) EI.BL'TRlClAR COHPANY State Cert. or Regist. , Sianatuce City License Registration # ....................t.....tt.ttttt.t...... PLUKBER COMPANY St4te Cett. or Regist. , Signature C1ty Licettse Registration t .......................................... HEGllANlCAL COHPANY State Cert. or Regist. , Signature city LIcense Registration , .......................................... , OTHRR COMPANY StAte Cert. or Regist. , Signature City License Registration , .......................................... APPLICATION APPROVED BY PERMIT OFFICER. CONDITtONS OF'PSRMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS' \ r"d~'11';" ", The undersigned unaerBtana~ that thi~ perlit tay be IUbJAtt'tD ~~ee4 rtelrittionB" whicb lay be lOre restrictive than City regulations. thi undet.lgatd .llute. relpon81bllltt for COIPlt~c' _lib ~f applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner hdS hlr@d I contractor ~r contract~r8 to undertal@ work, they .ay be required to be licensed In accordance with state and locltl tf!gulaUon.~ If the eontractot II not licen.eel" required by law, botb the owner and contractor laY be cited tor a .18d~anor ,lolallon under Ilate la.. It the owner ijr Intinde~ contractor are uncertain a9 to what licensing requiretent. laj appl, for the Intended work, they are ad,18ed t~ contact the City of Zephyrbills Building Deparllent, (813) 788-6611. FurtheriDre, It the owner has hired a contractor or contractorl, he Is advised Lo ha,e the contractor(s) sign portions of the 'contractor Sections' of lbi. Application for "hlch they will bi responsible. If you, as the owner sign as the contractor, you are In~lc.tlng that you, rather than the contractor, art r@lponllble for lhe lorl. If the contractor wishes you to sign a8 contractor that II' be an indication that be il not pro,.!l, licensed and is not entitled to perlitting privileges in the City of Zepbyrhil18. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTnUCTION LIEN ~AW ' (CHAPTER 113. FLORIDA STATUTES, AS AMENDED) 1 certify that It the applicant, have been provide4 "lth a copy of 'plorida's Construction Lien Law - HOIeowner's Protection Cuide' prepared by the Florida DepartJent of Agriculture and CoRIUler Affairs. If the applicant is so.eone other than the 'owner", I certlf, that t ha,e obtained a copy of the above described docuIent Bnd prollse In good faith to deliver it to the wowner" prior to cOllenc@lbnt. E. CONTRACTOntS/OWNER'S AFFIDAVIT I certify that all the infor.atlon In tbis application Is accurate and that all vork "ill be done in cOlpliance with all applicable la~8 regulating construction. loning, and land de,eloplent. Rppllcatlon 18 bereby .ada to ~btaln a perllt to do work and installation BS indicated. I certify that no work or Installation bas t:OIIeRcld pdbr to Issuance ot a perltt and that aU work will be pedorled to leet standards of all laws regulating construction, City codes, lonlng regulatlonlt and land deielop.ent regulations in the jurisdiction. I also certify lhat 1 underllan~ that the regulations ot other go'~rhlenlBI agencies lay apply to the'intended work, and that it is ., responsibility to Identit, "hat actions 1 lUst take to be,ln cotpliance. Such agencies Include but are not lilited to: . Departlent of BnviroDleOtal Regulation - CypresB Bayhead'; Wetland Areas and Bn,lronJentally Sensitive Lands, Vater/Waltewater !reallent . Southwest Florida Water Managel8nt Dletrtct - Wells, C,ptel' hayheads, Wetland Areas, Altering Watercourses . Ar., Corps of Jnglneerl - Seawalls, Docke, Ka,lgable WaterNa,s . DepartJent of Health' lehab1111ati,e Ser,ices, InvitODleDtal Health Unit - Wells, Vastewater !reatlent, Septic Tanks . US InvlronteDtal Protection Agency . Asbestos abatlleRt . ' I also certify that, If fill .aterlat I~ to be used In 'lood Iohl -A' or "A,etc.', It is understood that a drainage plan addressing d 'cOIpeRsatin9 ,olute' ,ill be sublitted which I, prepared by a professional engineer registered in the State of Florida prior to per.it. l1Auance. , A perlit issued Bhall be construed to be a ticense to proceed with the work and not as authority to violate, cancel alter, or set aside any pro,islon. of the technlcal.codes, nor shall i8Buance of a perllt prevent lhe Building Official {rOl tbereafter requiring a corr@ction ~t error. in planB, conRtrucllon, ot 1101atlon8 of any code. I,ery petlit issued shall becOIe in,alid unlesB the worl luthorlled br such perlit il COII9nced .ithi~ al. IOOthl of issuance, or if work authorized by the petlit is suspended or abandoned for a period of III IOnths after lhe lile the worl Is cOIIenced. One 90 day eztension of li.e, aay be allowed .for the perllt w1th fee charge of tI5.00.. the extenslon,.hall be request~d in wrltl~g to the Building Official. An approved Inspection lUst be logged during each st. ~nth perlba, or the project WIll be conSIdered abandoned. WRRMlKG TO DWKKR: YOOM FAItURR TO RICORO A ROfICK OP CMtlICIJIIO' HAY RRSULT IN YOUR PAYING nlICR FOR IMPROVEMENTS TO YOUR PROPIRtt. .P 100 IftBRD to ObIAl" FlRAIICIIG, COIISUtt Wid tool t'KDIR OR AM ATTORRKY BRFORI RKCORDING YOUR NOTlCK OF [()IIIlImD!. .101!1" t2,!Of ~Ir 110 lOt IUD to ....... lID I'IllIf A "1IOf1CII OF llJIIIIIRClllillf". ~" 7 SIGlA_;~ ' RIG lURE: c~ · STATI OF FLORIDA~ eOUllTf OF .. /J.ILI' A'r . ,j The foregoimJ instrtUlent WaR. acknowledged .. before me thiR q , 19.1l- by , $1Atl or 'LORIUA ~ cuum OF au:r- 'h~ foregoing instrument was acknowledged b!forB me this ~ ' 19t,f~ by ,L/ I. L , I . l~otarv public. state of Florida My Comm. Exolres Jan 16,2001 No. CC614195 . Bonded Thru: Official Notary Service 1-(800 723-0121 wn to me or who has who i person 11 own to me or who has I I' produce ~ aad who di~ia bUt~ '.. identification and who did~ ~, take an o~~~_ tf~ . "JSignatur~O'-1 f)t\,vl ~L S" (Name Typed, PrInted or stamped) 'NOTARY.PUBLIC ~ Ra:ldy Allen Daniels . ."_ Notaf\l Public State of Flortda , My Comm Exoire5 Jan 1.6, 2001 ,__.'. No CC614195 . Bonded Thru: Official Notary Service 1-(800) 723-0121 - ) c L- L 38626 2nd Ave, Zephvrhlll., FL 33640 ACE. ALUMINUM Job No. Phone: (813) 782-2616 SOLO TO ff r;;}-' f2- ADDRESS ,I,,{)1 -.JJ>' (;8e:. /</JJr!%~ tV/} y ;D~. SHIP TO Z EP 1-/ YR../IIJ-,-L-S ?/. ""?.)JY / DATE 1- q - qcr PHONE 7 d).. - ,,:2 J 7 fe;, .:J D y 20",^- :J {J (?;;-A~ d;;t ---,L;Z I ~()CJ r J 1-.,< /7 P f-J-tj 10 PERMIT PRICE TAX The undersigned aRret!! to pay TOTAL PRICE ~.;) 7-.)-:- ~D INST A ERS IN FUll ON COMPlETf - DEPOSIT BALANCE C.O,O, Claton1ers Sfanature S lTR 1'1.)..' ,(ILP~1l>lHTU1 usa nttLY~ "^IlCEI. I.n, 1'1I01'EIlI")' III'.1\SlJlH~Htllr ~. . 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". ..' pn opono .ADDI "ote ,caUI ,.. ..' , u, 110 "" - I - . 1 . ; . ! . p' '0' .0' "OAD HAMI "OAD 'fAMI ..., iuh 0 "UA I , ..... ~ >- ~ . ..'. ~~~., ~~ ,r , ""-, ~ J: t, ~.I ~I J ,! - , ~~ ~ ~'" t' . <<!l ~ ~ ~'~ t', 11. t\' ~ W f' P b tJ\.. .lJ Sl1 ~ ~, . ~..\:= 1Q \) ....., ~ "b \) . f;. h, "11 ~ \' .2 (::j l" tp .'- V1' ~ hl t"t ~ '1 ~ I t.' {:, ~ .J... ~\, ~ ~ ~ ~ -'( 't-.. " tJ ~t") 'h~ ~ ~ "\ lII' '\ :--1 0 ~ ~ \j ~- f, ~ 0\ ~ ~ ~ .~ ?t; ,~ ~ ~lJ Yv~ ~~ ~~ . ~~ ~~ ~~ ~ ~~ ~ I ..".I~~ '" . '-l~ ~ f) '" ~~ "'- ~q ~~ 'lL Ci' ~~ ('\ ~ · b ~ ~. )) ~~ ~ ~~ L) ~ .' ~. ~ . "~- .- ~ '--~~ .--- ~~ ~, '>, 66 6- d. '_.. . "r '- ~ '>_ /:) /- ~" "'-- )I __ ..j /- ^...... ~ C>o. -U{) ~ ~'" d ALUMINUM FRAMING COMPONENTS SECTION 8 ~ ~ J ~ , to A · 192 In. I WT · 2.29 pH, Ix . 17,74 .,.4 Sx · 4,44 In. · 6063 - T6 - 0.072" 6 ~ --" L2"J STITCH wrrH (1) #8 Sl-EET METAL SCREWS AT 24. ON CENTER TOP AN> BOTTOM 2" X 8" x 0,072" x 0,224" SELF MATING BEAM ~ ~ o ~--' --,,-,._- bt A . 2.19 In. I WT · 2.62 plf, Ix . 24.62 In.' Sx · 5,74 In. · 6063 - T6 . - 0,072" . L;J--" STITCH WITH (1) #8 Sl-EET METAL SCREWS AT 24" ON CENTER TOP AN> BOTTOM 2" X 9" x 0.072" x 0,224" SElF MATING BEAM $2 C1 o .J .m. ....1"-,-"'" m A . 2.44 in. · WT . 2.92 pJ.f. Ix . 30.48 h. · Sx - 6.77 in · 6063 - T6 - - 0.072" A t-2: J STITCH WITH (1) #8 SHEET METAL SCREWS AT 24" ON CENTER TOP AND BOTTOM 2" X 9" x 0,072" x 0,310. SELF MATING BEAM Lawrence E. nonnpttf P,E. CWI. ~mJ - llf.iVFI_or~FNT CONSUlTANT P.O. BOX "'108, SOOTH l'A YTONA. n. 32121 mEPtlOtE (904) 787-4174 FAX (904) 767-M56 SE^L r^OE @ COPYRIGHT 1997 NOT TO BE IG'RODUCeD N WHOlE OR N PART wrmOUT nE WRTTEN PERMSSION OF LAWRENCE E. flEn-ETT, P.E. 137 A TT ACHED & FREESTANDING COVERS AND UTILITY SHEDS SECTION 2 \- 1-1/r x 1-112" x 0.080" ANGLE EACH Sl:1E OF CONECTHG BEAM wrrn SCREWS AS SHOWN @ @ @ @ @ @ ~ ~ ~ PAMARY BEAM SEE TABLE 11 OR 18 CARRER BEAM SEE TABLE US .. MtMJM #8 SMS. x 3/4" LONG M.M3ER REc:uE> EauAL TO BEAM DEPllf ~ HCt-ES NOTE: EXTRUSIONS WITH NTERNAL SCREW BOSSES MA Y BE COtH:CTED WITH (2) #10 x 1- V2" N'TERNALl.Y CARRIER BEAM TO BEAM CONNECTION 1-1/2" X 1-.112" X 0,080" ANGlE EACH SIlE OF CONECTHG BEAM WITH SCnEWS AS SHOWN PAMMY BEAM [-- -'=. Mt&U.t f8 SMS, X 3/4" LONG NlIJSER FE~ EQUAL TO BEAM DEPTH NOTE: EXTRUSIONS WITH NTERNAl.. SCREW BOSSES MAYBE COtN:CTED WITH (2) #10 X 1-1/r NTERNAU.. Y CARRIER BEAM TO WALL CONNECTION Lawrence E. Bennett, P,E. Q\II. f3tIGN!!J!:R - Da'aClAEHT CCNSI.A.. T ANT P,O. BOX 04388, SOUTH DAYTONA, F\. 3212f TB..EPHON: (004) 787-4n4 FAX (004) 787-85tl8 SEAL @ COPYR/QHT 1997 NOT TO BE REPAoDUcED N WHOlE OR N PART Wf1lfOUT THE WRTTEN PSNSSION OF LAWRENCE E. BENETT, P.E. 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NIO ..... ~MM "C CD"C = C'lI 0.0 o....J oc( r-..OMCDN .....NNNM "C CD C C ,- 0 3CNNOOII)O O.....NN~ .....,..,............ ~ o .... CJ J! CD '.c: .... >- .0 >- 0. ;; "3 E o CD C o N "C c 'i G) r- CD > CD en CD r- o E - r- CD .c: OJ :c o .... CD ::::J "ii > Lawrence E. Bennett, P.E. avr.. ENGH!:l:R - DE\I!:l.OA4ENT CONSU. TANT P,O. BOX 4388, SOUTlf DAYTONA. FL 32121 TEI...8'HOtE (1104) 787-4n4 FAX (1104) 787-8568 9 Co or- ~~1- .....;;,.f.- M('I')M ---:- ;:N~ ..' ~..' ~M~ --- ---- f.-N"" , , , <OOM M-V~ en E C'lI CD m C) c ;; C'lI :iB ,.!. G; 00 cu OJ c en 9 ;,. or- 9 N or- 9 o ..... ,....-;...~ , ,... , - ,. o. ..... -v~-v SEAL PAGE @ COPYRIGHT 1997 NOT TO BE REPRODUCED N WHOlE OR N PART wrrnour TIE WRrrTEN PERMSSION OF LAWAENCE E. BENETT, P.E. en _ EE en. C'lIC'lIE.o;,.;,.: CDCDS~NNor- mm~::-NNM C)C)~oooo ,5.50.-::=)()( )( CGCGoC'll:.. """"""I-"3NNN -= -= CJ r-.. r-.. r-.. ..._ 0,_000 "i"i~"Cooo OOOO'ii)()()( CD~"C 0.: - - ::C)("CQ;cocncn ::::JNC'lIa.)()()( ~._-=:. _____ N N N 51 SECTION 2 A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS 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-6 102 MPH--' 110 MPH- r-120 MPH -r-~125 MPH _ 140MPH Ifi [~q, !t_L.20# ~ ~~ Et..J_2~i!~q, FC_t-_26iTsq, Ft.' 32# iSq:Ft. 2" x 7" x 0,062" x 0,120" Self Mating Beam ~~:j~---j--1~~1S;"-~~---l--~~.=~~:~~:: ~--~--~-~~;~~;;- 17i_11ii1Si-Sii15i~5ii 14i_S,i- ---------...----.--.. --. -- .._..__._- ---..-..--..-----....--...----- -~_._-----.--- 8' 1S'-9" 15'-5" 14'-5" 13'-S" 9' -15'~9i1 ---,- - 14'~T'-------T3'- ti - ----12'-9" 10' -- 14'-11"--1--- 13i-10"----12'-10;;---m-12'~1ii .__Jf~~----=-_~=-~__~~~l~=___n-_:-Jj~~~~==~= _~-_-~__l~_~~;-==: -~- -~Jll~~_ Load Width 2" x 8" x 0,072" x 0,224" Self Mating Beam .-5'------ ----21'~11i1U------'-' 25'~10;;-- ------24'-1"---- -~-22'-8;;-----------20'-5i,---' 6'---25'-1"---23'-1" --- -. 21'-11"---- ----20'-8i1---n--18i~r'-----~ .- -r ------- ------.. 23'-8" ------- ---21'-10"--------20'_4"--- -19'~2"---- --1T~3"----~ - - 0'- _n_ ----- -.--- 22' -2"---u------20'~5"-----19'~O"- --17' ~n"---- -----16'~2"---' - 9' -20'-10"------n----19'-3"-----17'-H"-----1S'~1o,,--m ---15'::2',----: -- -10' . -------------19'=10"----~--18i::3"---- -----17'-0"-- ---1S'-O"---- - --14'~5;;-- ----H'~---- ~--18'-10"---------17'~5"----- ----1S'-3"~ --15'~3ii-- -m--~-13'-=9"- _ __ J ~~~===_.=_- _'-~_J ~~1~=~~ =~_-~ 1~~~~=~.~ ~-~~~J_~::'S~'__-~~=- -= 14'-1~_-__~_J_~~=-13'-2.. uj Load Width 2" x g" x 0,072" x 0,224" Self Mating Beam ' ---5'----------- --- - --3 1'.:-1"--- r- --- 28'-8"--- ---2S'-9"--- ------- 25'.::f" m -----22'~8"-----~ ____u_ 6'.-------~--28'~"--~~--~S'~2"---.--24'-5;;--~ 22'-11" 20'-8" 7'------------------ ".----.-.- 26i~,i-""- ."- --. m. -24i~3" __n__ -----~.22'=7" ------ ---"21'-3" --- --19'-2'.-----~ ... 0'------ ---m..-24'~7"--- - 22'-8" .---- -.-2F~1..----__.,9'-10;;---.-17'~H"-~; .--------9'------~-~23'-2.. ~----~2-1i-4..~----19'~11tt --__.,8'-9"...-- 16'-11" I -'10'''--- --- ----21'::1F.n-----20'~3"- --..------m-18i~l1..---- 17'-9"-~ ----:rS'-o.. -11'-------- ---20'-11"--~---19'_4"---------18'~O"--- --16'-11"--- - -------15'~3ii----.. ---12'-'-- ---20'-1"----~8'_6" 17'-3" 1S'.:J"----14i-7" Loaa Wldth- 2"X9"XO,072" x 0,310" Self Matlng Beam ------mS, ------- ---34o:.~=--=31'~10"-- 29'-9" 2T~T1"~- 25'-2" --- ---~~----~------- ----;~:~;~=~=~2~~~'"-=---~~:~~:-------~~:;:~-. 222~::~:' r ---- -----_._.--~--- -------~j-------_.- .-- ._----_._-----~-; -~=~1~. ---- =-=-ii;l+-i~:~: .. .... .......... ii:~:: - ..2:~~l=. :~~:~~j ----~_.H,-------23'4"- ---I---~2F.:s"~- . -20'~Oii =88'~1O'i--- ~16'.::f:po--~ 1--- ----.--12'--- ~2'_4..-----t~20'~7"- ---19'-2;'-~ --18'-0"--- 1S'-3" : ,.. ___________.~__~ __.___ _ ._......__ _.L___._~____. __ _____ __~__m_. _.___.1 . . Wind Zone = - -- ------ - ---------- Applied Load = Load Width __ _ __ .. _ H 5' 6' 7; I 15'-5" 1"'-14i~1;; _u_ ""13'-1;; -- n -II u~~~J~~~~;_-_=~~: 10'-11" , ...._l~<~:~-~?ji~~-=~: Lawrence E. Bennett, P.E. cr\II. ENGflEER ~ DE'VElOFM:HT COHSU..TANr P.O. BOX -4388. SOOTH DAYTONA. Fl 32121 TEl..EPHClN: (004) 787-4714 FAX (004) 787-fI5llfJ SEAL PAQE 50 @ COPYRIGHT 1997 NOT TO BE REPRODUCED N WHOlE OR N PART WTTlfOUT 1lE WfUTEN PEFM88ION OF LAWRENCE E. BeoNETT, P.E. ALUMINUM FRAMING COMPONENTS 11", J-' - -t A · 0.23 In! WT . 0.28 p,U, Ix . 0.14 h 4 Sx . 0,14 In, · 8083 - T6 r3", DJ 1" x 2" x 0,044" OPEN BACK SECTION ,2", OJ SECTION 8 A . 0,58 In! WT . 0.69 plt. Ix .0.70 In.' Sx . 0.44 In.. 8083 - T8 3" x 2" x 0,050" PATIO SECTION A · 0,70 In. · WT . 0.84 plt, Ix - 0,49 In. 4 Sx . 0.49 In. I Iy - 0.92 In. 4 Sy . 0,61 In. I 6063 - T6 3" x 2" x 0,070" PATIO SECTION A . 0.43 h" WT . 0,51 pH. Ix · 0.24 In. 4 Sx . 0.23 In. I 6063 - T6 ,-3", DJ 2" x 2" x 0,044" PATIO SECTION ,2", OJ A . 0,65 In. " WT . 0.78 plt. Ix . 0.64 In. 4 Sx . 0.43 In. I 6083 - T6 OJ 2" x 3" x 0,050" PATIO SECTION ,2", ~ ~ 1 ~ J A-0.50h" WT - 0.60 p.U. Ix . 0.47 In. 4 Sx . 0.43 In. I 6063 - T6 2" x 3" x 0,050" TILT SECTION A . 0,78 In. " WT . 0,91 pH. Ix - 132 In 4 Sx . 0.66 h · 6063 - T6 f2", ---1 ~ J 2" x 4" x 0.050" PATIO SECTION A . 0,75 h " WT . 0.89 p.U, Ix-1.27h4 Sx - 0,64 In I 6083 - T6 2" x 4" x 0,050. TILT SECTION Lawrence E. Bennett, P.E. avr.. ENGfIlBER - llf:\IEl.OPMENT COHSlt. TANT' P.O. BOX 04388, SOUTH DAYTONA, Fl 32121 TB.EPHOfE (904) 787-4n4 FAX (904) 787-8558 SEAL PAGE @ COPYRIGHT 1997 NOT TO BE REPRODUCED N WHOlE OR N PART wmfOUT TlE WRITTEN PERMSSION OF LAWRENCE E. BE1H:TT, P.E. 135 ATTACHED & FREESTANDHG COVERS AND UTLITY 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 8083 T-8 A ~Jt~frg%d== == - --~J}31rl-~ltl~I-;lil1:~'t~Ti~l~~t~i. 1=~~i1r~~t.3~:~.::~t. 'l.~ad Width 2" x 3'. Ho ow Tit 8' . .-er_gn-- m-.d8'~0"---.- .. --.-7'-6"---- --1'_l,r--- -6';JJ"- 6' -----.'7'.11"-. -- .......7'-.4"--- u_ - 5'~10"-------6'~51i----s-1oif---. - 7' -...--7'-4"--.-.---6':9"------6'=4...-- --5'~lrr- -5'-4"--. -. s' --h-6'~n"--.. --6'411-----. .--.--5':nn-- 5'-=7;0-- 5'-0;r-- g'. - -- . '---6r-6"--.-5''':HIr--.- -----5'~7iT--- --5'=3;0-- -4'.9" 10'-- .- ---G'-2"-------5'~8"---..---. 5'-4n- -4'=11"-' 4':.ijn H,--h- .--- .--5'=i(jil.-- .---.---5':.5iT--.------5'=1w-- 4.9 4'.3 U' n -----5'~7"---- --.---5'.:.2n------ ----4':.10" 4'=1 4'=1 load Widtjj-.-- -2"'x-4" Hollowfllfor2" )('4" x-:050"Hollow 5'- u.__ -lo':sil--- -'-.g'=1O"-- -.-9'~2"'-- -S':7' 7'-9" 6'- ---.--g'~e"------ ---ar":Hw--- --0'4""'- 7'.1 On-- --r:.1' - 7' ---a'':'H"--'- -----Sr~3n--- ------7'~g;r--- -7'-=3;0-- --5'.7"---- &' ----- B':.5"------ ---r.:.gn_--n ---- -'7' ~3"------ '6''':1 on_n-- --'6'~ 111 g' ----'7'_1111-- - -----r-.4"- -- ---.6'.:.10Ilu-------6'.:.5"------5':.9"-- 10'---1'-6"--- - ---6':'Hli- --- --m---6'-6"---------5':;jn----5'=61i H' -----]'_2"----- --..-- 5'.r-n---- -----6'-2n---5'.10" 5'.3 UI.m5'':'i(j" -.-. -.-- 5'=4"-U------5'.:.n" 5'.7" 5'-0" load Width - 2" X 4" X 0.085",( o.iio" Self ilUii.-Beam 5,_h -13'.1111--1X..:lo"----- --1"':'11' 11-r:J" 10'-21r --6' ---------~2':91r---n':gr- -10'=11;;-- lor:3" 9'':'3'' - 7' ---n'.:.gn---- ---iOT~10"----- ----10'.1" --g' 8'::=t'r- 8' n-----iO':.211-- --- .-----9'.:.(3" 8'-11~- --w:.:(j"---- - - g' -9'-7" ---0'_11" 1. -r:.:.,..-- . - - n io'- ----- ---- ---gr..:i(j"---- 9':.:1"------W.:.e" 7 _11" 7r..:x" - H' ...-- -- -------W-5"--- ----B':.:B"----- ---0'~1" 7'_7W ----ar:.:lon-- -U' _n --------S'.:.HW--- ---B':.:3"---- ---'1'.:.9"- --r=311 -fl:.:r--- - loid WlcltFi--- --i"Xt" iO~55"XO:UolT'siIf MiUn-seam ---8'----- ~9'=B er:T- 6'=11 5- -u-e'---------l'r.:.11W-- ~6'-7" ~5'=6n-- ~4-7 - ---7'----------- -~6':.:en-- 1s:4n--- ---l4'=4n--Y-6 --U'=2" 8' - ----15':.:7"--- - ---14'=4"---- ----i3':5iT- X=r-- 1'-=4"- g' ------14'..:8"----- '-'---i3T.:5I1--- --1X':'S"---n--n1.:.HIi-- -10'.:.6"---- 10'-' -13'~lln - - -. 12'~0" -- - m -n'-lllT--- ------11'.3"-----.- ---------nr..:in--.-- H' 13'.3" - - __h' -12'-311- .-.-- H'~5"-'---- ------10'.9"------ ----91~SIi- I 12'- --12'_9" -- n---'Hl.:.gn- ---10'~lil-- --10':':3"-- --g":3" Ejuimple: --- ------.- __________n_.n --------- For 2" x 4" x 0.055" x 0.120" Self Mating Beam; Beam span between uprights use load width to enter table. For 12' Roof Panel of. 2' overhang, load width:: LW; lW + 12' /2 + 2' O.H, :: 8' Enter table on left at 8' and read allowable span under required load; Thus for 100 M.P.H. wind load / live load or 18 #I I Sq. Ft. and Load Width = 8' Maximum Beam Span for 2" x 4" x 0,055" X 0,120" = ~ 11..0" I Lawrence E. Bennett, P.E. aVI. ~ - Dn'B..Clf'M!HT CONSU. TANT ".0. BOX 4:Ml8. eoum DAYTONA. Fl. lI2121 TELJ:PH[)tI; (004) 781-4714 FAX (004) 787-8lJalI $EAL "'A~ @ COPYRIOHT lOgr NoT TO be AEPRODUcm ~ WHOU! on ~ "ART wrrnotJT nt! YArTEN PSMS8ION OF LAWJe<<:E E. BeH:TT. ".I:. 49 PAGE SECTION 2 ATTACt-ED & FREESTANDING COVERS AND UTLITV SHEDS SI-EA 1'tINQ; 7/tfJ' OBB. OR 1/2" PlYWOOD wrrn S1Ul8 24" ON CENTER OR STRUCTUW... GRADE nEFNAL PlY WITH STU>S AT tfJ' ON CENTER 2" x 4" PRESSt.H: TFEA TED PLATE wrrn ----- 3/8" x 4-112" CONCRETE ANCHORS AT 4'-0" ON CENTER SEE SlAB DETALS SEE COtN:CTION DETALS !J ~ ~ ; ----- SEE COH:CTION DETALS ~ i i ~ 12" x PAN (SEE TABlE) USE W TO SELECT PAN FOR FEat.n:D SPAN W, VAlES FOR FRONT BEAM USE L-W/2tOVEFI-IANG PAN OR COM'09ITE ROOF PAtEl.. SEE SECTION 7 TOP PlATE P,T, OR WITH VAPOR EIAFR:R AT ~ ROOF 2" x 4" UNBER TOP PlATE . ROOF 2" x 2" x 0.044" AUNN.N OR 2" X 4" LlMER .2 SP.F, (wt) SI-EA 1'tINQ; 7/f1J" O.BB. OR 112" PlYWOOD wrrn STUDS 24" ON CENTER OR STRUCTmAL GRADE nEfNAL PlY WITH Sn.os AT 18" ON CENTER 2" X 4" PRESSUE TFEATED PLATE wrrn 3/8" X 4-112" CONCRETE ANCHORS AT 4'-0" ON CENTER SEE SLAB DETALS 8I-t:D 18 FRAMED WAll. ATTAa-ED TO HOST STRUCnR: ALlAiHN POST AN) BEAM UTLrTV SHED AND CARPORT WALL SECTION t ANCHOR PANS TO I-EADER a-wN3.. WITH (3) .10 X 112" s.M.8. WI WAStER. 2. ANCHOR PANS TO ROOF EEAMS WITH (3) h) X 112" s.M.S, WI WAStER. 3. ANCHOR COUMf TO CONCRETE FLOOR WITH 2-114" X 3" CONCRETE ANCHOR8. 4, ANCHOR COllMf TO BASE PlATE WITH 1-114" s.s. BOLT Lawrence E. Bennett, P.E CWl. ~ - 1lEVB.~ OONflLTANr P.o. BOX 4aelI, IOUJH DAYTONA, A. IttI1 1B..S'HOfE (104) 78'T-.77. FAX (104) 78'T-_ 8EAl. 40 @ COPYRIOHT 1007 NOT TO IE h... J OIJUCB) It WHoLE OR It PART wmtoUT TIE WIWT'T'IW PlRIlI!JON (If' LAWN:NCE E BENlETT, P.E. SECTION 8 ALUMINUM FRAMNG COMPONENTS llG r- 3.00" ==r [G fF=-~ ~ I .150' U ri-- ==1 ~ l .1875 ~1aw.: 8063-T5 AllM-UA AU..OY MATmAL: SlEB. ASTM A818 Y P.-!lO K.9.l, lI.. T.4 MA Tt:RAl: 8081 T8 Al..lMUIl MATmAl: ASTM A500 YP.-48 K.S.l, lI..T.-82 3.00. sa, EXTRUDED ALUMINUM POST 3.00. sa, 10 GA, POST 4,00. sa, POST 4,00. sa, POST (-,... -1 8 .125" .. L ~T9IAl: 8063 T8 Al\JWfM u.. T.-30 K.S.l, wt Y P.-28 K.S1 PlAce 3' Fl.ANGe AT TOP WK:N USED AS BEAM MATmAl: ASTM A448 8TEB. YP.-40 K.Sl HOT OP QAlVANZED OR 3004 H38 AllM-UA lI.. T.-38 K.Sl wt YP.-28 K.S1 r- 2.938" ----T t;] -I .085' ~ - .056" J MATERIAl: 8083 T8 AllM-UA f- 3.00' ~ LEJ8" .18 CiA. SlEB. ~ OR .0!50 AllM l 3- FLUTED POST 3,00- sa, LOCKSEAM POST 3.00. x 4,00- ALUMINUM POST OR 4,00. x 3,00. TUBE BEAM t-- 200'-t 08' -,ff'- ,r-I083" rrR l ~ ~- J<- 2.30" ----J. MA T9IAl: 8061 T8 AllM-UA lI.. T.-38 K.S.l, wt Y P.-35 K.S1 lENGTH-2.3O" t;~-: j083" ff!?1J l .128" -'t< J.-- 2.89" --J. MA TmAl: 8083 T8 Al..lMUIl lI.. T,-38 K.S1 wt Y P.-35 K,S1 lENGTH-3.82" 12.00" 1 [rtt- J.- tll8' --J. MA TER\Al: 8083 T8 AllM-UA lI.. T.-30 K.S1 wt Y P.-25 K.Sl 3,00. LOCKSEAM POST NSERT 3. x 4. POST CONNECTOR t-EADER BRACKET Lawrence E. Bennett, p"E. CIVI. ENGtIEER - a:vB.OAENT COHSU. TANr P.O. BOX 4388, SOUTH DAYTONA. Fl 32121 Tt:L.EPHON: (1104) 787-4n4 FAX (1104) 787-8858 r:. ALUMET BULDING PRODUCTS, INC, 22:1 S. TOWN EAST BlVD. foIESQUTE. TX 75149 P.O. BOX 850183, foIESQlJTE. TX 75185-0183 TaEPtfOtoE (972) 285-8811 FAX (972) 882-8843 HIOO-827-8045 EXT.8835 1-800-998-2898 Sf:AL ALUMET PAGE 142 @ COPYRIGHT 1997 NOT TO BE REPRODUCED N WHOLE OR N PART WlTHOlIT TlE WRITTEN PElWlSSlON OF LAWRENCE E. BEtH:TT, P.E. SECTION 2 A TT ACt-ED & FREEST ANDt.lG COVERS AND UTLlTY SHEDS Table 2.2.1: Allowable Attributable Roof Area per Post for Carports, Patio Covers, and other Open Buildings - ALUMINUM POSTS '-- .. ..... 10~nAliiiriln:m P08C~~MP~~11~ ~~514~.M~~~ lY1IlSO:R. 0 . t. 23 S~. t. 2.!~. t. 32 #lSg.Jt. owab e Roo rea n Square Feet for Various Loads on Post 2' x 2' x 0.044" Hollow Extrusion or ------- 2" x 2" x 0.045" Snap Extrusion; - Aluminum Allo}' 6063 T-6 =vr::=.l n~llf-q-- ~~ u_ ~r--- - - --- ~g~.~ ~.- - --~~ i ---71--- -- --- 60-- -- 52 - --- - - 46 - u -- - - - 38 ' 2" x 5;'~:-;~50'"H~rlOw Ext~~lo3~ o~-= - ~ ~--~- - -- ~~~~~_J ~-- =_~_iL- 2" x 3" x 0.045" Sna Extrusion; - Aluminum Allo 6063 T-6 8'.2" _u_ - ------2,736 7 11m05 86 9;.6" u - ---2;502 4~- 120- --f09 - 96 78 10;-11" - - 1,596 94 ---80-----69--------el- -50--- ~2;~3~i ------l~~dlf~7L6s - 3" /~T~O.;7~"H~rlOw~~tru~lJ---A~umfn:~11~;~- 60;~T~~'[------ ~~ . 8'-2' _n - -- 3.40a-n- ---WO-j=17:--[-14S--f-13rlTr--m7 - -, 9;-6" -- - 2,556---- -f50 -- ---r2S--- -11r---------9e- --'--80 - 10i-11" - ----1,988 --- ----n7-- --99---- -- -86 ___u ---76--- -- -62- - 12;.3;; - - - 1,49ru--- -----as----- 7 --- ----65--- ----5'7--- -----47-- -- f!~~~_i - J~~d fnl6i:. ,t x~: iO.O~~~F~f!!1i-d --A~mfnuni-Anof3105-H-14~~-~~_--.: _-.- ;~;~g: t~;6-- _u_ - mg- -1----81------ju W E :Ej9 --~~---- 13i-4i;- -f,389 --- ---82--- - --69--u- - 60- --53--- ----43 - ~~~i --lo~aO~2l~~= -;~~63~:~~~O~~.R~~;ormid :-A1N~r~um--~i~ 4~~~;- ~14-=-~~-- ------ffi_Oil----- --3;600 2 2 8E!157 138 113 12i.:1O"---- ----2,700 159 -~35- -117- -r04- ----84-n-- - Ji;it---~ .l~!~-- - Y34 x O.O:!d1l0: ~ rus on-.- IU~ln':' 6lRl;:,:1-- ----lll:1O;r- -~,40 0 0 107 --- 13;':fo" 2, 6 50 28 1 . 80 - --- 1 S:.10il----- --l;98S-- ---nr- 9 86 62 ----rr.:_1qn-=: 1,49 88 7 65 ___~____ 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" Snap Section 2) All post sizes listed below the 2" x 3" Snap Section 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, Wind Load :: ---- A--lied Load =------- 'fJMaxlmum------- . HelghI--- [oadlnLbs 7;-4;; 8;_7;; 9;_1Oii 1 r-1U- Height. . 2,064---- -1,548---- . ----1,204---- - ----903 ----- -loadlnl6i- Lawrence E. Bennett, P.E. Q\IL !NIN!!I!R - IlIMI.Of'II!!M' OCINIU.. TANr P.o. BOX ...." 80UTH DAYTONA, FL 82121 1B...EPHOtoE (004) 7fIT -477" FAX (004) 787-8888 8EAL PAtE 52 @ COPYRIaHT 1907 NOT TO BE FEPRODlJCB) N WHOLE OR N PART wrrnour THE WRTTEN ~1881ON OF LAWRENCE E. BENETT, P.E. A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS SECTION 2 r ~ ~ ~ r TOP OF GRADE "t" IS THlCKtESS OF REQUAED POST 3" x 3" POST SEE TABlE (2) 2" x 2" X "t" ANGLE OR (1) U a-tAf'H3.. x .t. 3/8" x 3-112" BOlT 80 LB. 2500 PSI CONCRElE PRE-t.t)( 3" x 3" BASE 1 16" 1 .ALUMINUM CONVERNTIONAL CONSTRUCTION PORCH POST CONNECTION ,- o L ~> l-L-lY POST N CONCRETE f4 BAR 12" LONG POURED CONCRETE REFER TO TABLE 2.4 3" x 3. POST ~N BOLTED TO ANCHOR RISER 2-3/4. x 2-3/4. x 2-112. LONG x 118. TUBNG WELDED CONECTION FASTEN PER TABLE 2.5 3-112" CONe, SLAB ISOLA TED FOOTING BASE ANCHOR CONNECTOR FOR POST TO SLAB CONNECTION 2'-0" MN. BEFORESLOPE ~ T 1~ cI, ~ (1) #5 BAR CONT, (1) #5 BAR CONT, TYPE I FLAT SLOPE / NO FOOTNG 0-2./12" TYPE I MODERATE SLOPE FOOTNG 2./12. - f-1O. TYPE . STEEP SLOPE FOOTNG ) f-1O. NOTES: t NO FOOTNG REQUA:[) EXCEPT WI-EN ADORESStIG EROSION lNTL nE ROOM EXCEEDS 18'-0", ROOMS GREATER THAN 18'-0" USE TYPE I FOOTNG. 2. FOOTtfGS SHALL BE WI. 2,600 PSI CONCRETE WITH 8x8-1Ox1O WELDED WAE t.t:SH OR FlIER MESH MAY BE USED N LEU OF MESH. 3. F LOCAL BtA..DNJ CODES REOLR:S A WNH FOOTNG USE TYPE I FOOTNG OR FOOTNG SECTION REa.ED BY LOCAL CODE. LOCAL CODE GOVERNS, SLAB DETAILS ADDRESSING EROSION Lawrence E. Bennett, P.E. ava. ENGNEEIf - lE\IB.ClA.ENT CONSU.TANT P.O. BOX 4388, SOUTH DAYTONA. Fl 32121 TEl.S'HOfE (004) 787-.cn.c FAX (004) 787-lI5ll8 SEAL @ COPYRIGHT 1997 NoT TO BE REPRODUCED N WHOlE OR N PART wmtClUT ne WRfTTEN PERMS8ION OF LAWRENCE E BENoETT, P.E. 43 PAaE SOUD ROOF PANEL PRODUCTS SECTION 7 Table 7.1,3: Allowable Spans for Roof Pan Panel Products for Various Loads Industry Standard Products 3105 H-28 Aluminum Alloy 3i. x 12" x 0,026" paneis - ------- _n -- h__ - : ----- ___u_u______ _ _________ _. ______ __ ______n__________ ___h __ I r Appi?eJlr~__~_l!lb~i~aijjj__cOQ!fJIton___--_=_ 'n--Wiila--- -A-~"~~S_~d _~O~~~fi~~g!;9n~i!iori- _-_-__-1 I LQ!l~ -- !"g!'~~I--1.-0.."1~2'-0~'-I.!~~.~~~:0~.- n__8~gIQ!1__ eoa~Nq~~t'-1.:-0..~-}~:0.. _3~:~~~~~_j , 17 16'-11" 17'-1" 17'-5" 17'-11" 18'-9" 102 M,P,H, 29 12'-11" 13'-2" 13'-7" 14'-4" 15'-3"1 I -- ---.--. ---.- ----- ------- ----- ---------------- ----------- -------___ _ 20 15'-8" 15'-9" 16'-2" 16'-9" 17'-7" 110 M,P,H, 35 11'-10" 11'-11" 12'-6"13'-3" 14':3;; I - - - -- __ ___ ___ ___ -_ _____ __ ___ __...___ __ _ ___ ___ __h._ .__ ______.____ ______ ___ : !! ~i]: 1fJ;~1~; Ah~i~, 1~;!t 1~;~~;.-iU~J~~:-__-~_ it~~~~~\.~:-_~~:: - Jf.l~- JJ~l~~tf;f Wind .8~gIQ!1. 102 M.P.H. 110 M,P.H. 120 M.P,H. 125 M.P.H. 140 M.P.H. 3" x 12" x 0,032" Panels Wind J~~gI9n m~:m H 11~% j~& !r~ ~f lIrjJi~!iK=~i~~~Eff~~~:ryff~~ Note: Total roof panel width = room width plus wall width plus overhang. Lawrence E. Bennett, P,E. avI. ENGIIEER - Da'ELOPA.ENT CONSU... T ANT P.O. BOX 4369, SOUTH DII YTON"- Fl 32121 TEl.EJ'HON: (904) 767-4774 FAX (904) 767-6666 SEAL @ COPYRIGHT 1997 NOT TO BE REPRODUCED H WHOl.J: OR N PART wrrnour Tlt: WRnTEN PERMSSION OF LAWRENCE E. se.NETT, P.E. PAGE 117 SOUD ROOF PANEL PRODUCTS SECTION 7 PAN ROOF ANCHORING DETAILS ~ EXISTHG TRUSS OR RAFTER ~ ~ SEALANT ~/ ~, HEADER (SEE NOTE BELOW) ~ _____~ fax 9/16" S.M.S. (3) PER PAN __ ______ AND (1) AT RISER ---- .. 110 x 1-1/2" SMS, (1) PER RAFTER OR TRUSS TAL 110 x 3/4" S.M.S, AT 12" ON CENTER ROOF PANEL la x 9/16" S.M.S. (3) PER PAN AND (1) AT RISER EXISTING F ASOA AL TERNA TE COt-llJECTION: la x 1-1/4" SCREWS (3) PER PAN INTO FASCIA TlflOUGH PAN BOXED END ROOF PANEL TO FASCIA DETAIL I-EADER (SEE NOTE BelOW) FOR MASOt-llY USE 1/4" x 1-V4" TAP-CON ANCHOR OR EQUAL AT 24" ON CENTER FOR WOOD USE 110 x 1-1/2" SMS. OR WOOD SCREWS AT 12" ON CENTER la x 9/16" S.M.S. (3) PER PAN AND (1) PER RISER ROOF PANEL EXISTING HOST STRUCTURE: WOOD FRAME, MASDmY OR OTI-ER CONsmUCTION ROOF PANEL TO W ALL DETAIL NOTES: ROOF PANELS SHALL BE ATTAct-ED TO TI-E HEADER WITH (3) EACH f8 x 1/2" LONG CORROSION RESISTANT SI-EET METAL SCREWS WITH 1/2" WASHERS. ALL SCREW I-EADS SHALL BE CAULKED OR SHALL HAVE NEOPREt-E GASKET BETWEEN THE WASHER AND Tl-E PAN. PAN RIBS SHALL RECEIVE (1) EACH la x 1/2" SCREW EACI-l THE PANS MAY BE ANCHORED TmOUGH BOXED PAN WITH (3) EACH la x 1" OF TIE ABOVE SCREW TYPES AND 11-E ABOVE SPECFED RIB SCREW. Lawrence E. Bennett, P,E. CtVI. ENGIM:ER - DE1IEl.OPMENT CONS(.(. TANT P.O. BOX 4388, SOUTH DAYTONA. FL 32121 T1:I..EF'I-f()N (1104) 787-" n.. FAX (904) 787-86!58 SEAL @ COPYRIGHT 1997 NOT TO BE REPRODl.ICeD NWHOlE OR N PART wrmotJT TlE WfITTEH PBMSSION OF LAWRENCe E BEIN:TT, P.E. PAGE 111 -t= ~ ~~ ~_.~.r"liI:; ".........--. I ~ I - ___J....;;.1lt...t..:.~... . 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