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Home My WebLink About95-5212 BUILDING PERMIt-- CITY OF ZEPHYRHILLS Permit :JJ!. (813) 788-6611 j-521~-B Date :7 --Jl--f~- ~ PwpertyOwne, ~b t~~~ JobAddress:'-..:?_ ___ __~~ Parcell.D. # 0/6 tJ - fJ tD CJ c:J [) --- CJ / ? () Zon;ng, z=')Iff Code, Radon Ga" -$. b& ~ Description of Work .h L-- </.P' ./t1?t.?A-7 ./)~ _ ~ ELECTRICAL PLUMBING MECHANICAL Sewer Conn Water Conn: Water Meter: T.I.F.'s: /,'l" NO OCCUPANCY BEFORE C.O. FINAL C.O. lS Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. DATE Inspector ~ Permit Fee _ . s;g~~~ _. ~ Com n Address Telephone# Valuation or Contract Price /0, 1lCJ7J. o-u , City license Registration #~ ...s-t --~-.3.s-;g:-- State Certified license# Jfo~ Al~ BUILDING ~ Ftr.' Q"'5-ti f BlLY Pre SLB 7"'; .q 5' ,8, a.-t.c lintel FRM. Insul. CL WL ELECTRICAL PLUMBING - MECHANICAL Driveway q -~ -4 <) B,u..- Tp. Servo Rough In Meter Can Const. Pole Pool Pre-Meter Final SLB Tub Set Water Sewer Final Breakers Ducts Insl. Compressor Final REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($15.00) 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. APPLICAnON FOR PEBKlT CITY OF ZEPIIYlUIILLS BUlLDIRG DEPART!lEHT OWNER'S IWIE .(Qt......#fl.gSriM/ (e-y ;Iv P;-/JL. o.skr' 33002" I-I+W1+.N~i ~t3 p , ;fJ J?taJ ~l IE LEGAL DESCRIPTION: I.OT(S) / i BLOCK d (, SUBDIVISION c2. / PARCEL I.D.' ~ /~O - 00000 - 0 I 9 () (OBTAIN FROM PROPERTY TAX NOTICE) WORK PROPOSED:~ew Construction ~ition --Alteration --....Jtepair _Install OWER'S ADDRESS PHONE ;; r~ - ~/ / () .2-~~/I,,1Lr JOB ADDRESS _Sign --.JIove ---Peaolish PROPOSED USE: Lsingle Faally ---1:t/F _' of Units ---1:t/H _ec:-ercial _Indust. _Swia. Pool _Other Restaurant Ii: Health Departaent Approval DESCRIPTIOII OF WOl\,K: ~,J? ,/ i:r #aA e ?A-c.K 1'9-r~ I f('f ~ F'f; oS HtFb -/ CJ:J. pr Sc...t.1f'c#,2,o~ - ~6 :y,t::-f" C!..~p, Itr BUlLDIRG SIZE: X, Square Feet, Height RESIDEIITIAL: ATTACH (2) PLOT PLAIIS Ii: (2) SETS OF BUlLDIRG PLANS &: (1) SET ENERGY FORMS. COHHERCIAL: "TrACII (3) SETS OF BUILDIRG PLANS Ii: (1) SET ENERGY FORKS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. PERMITS REOUESTED V;UlLDIRG $. /OJ 000 00 Valuation of Total Construction RT.J;:CTlUCAL AKP Service Florida Power Corp. W.R.E.C. ----lfECIWIlCAL --YLUMBIRG $. Valuation of Mechanical Installation GAS ROOFING Block ~aae -5teel SPECIALTY . TYPE OF COIISTB.UcnOB: . 4h.J.M~/"IJ.H Other PIRlSBED FLOOR ELEVAnOIlS: Fl. IS PROJECT IN FLOOD ZONE AREA? ~ .......................................... YES NO Signature CONTRACTOR SECTION . ~Ml'Lt{EAlvi/~N.s;'ff't.r~~~7~ State Cert. or R gist. . 1"\ S' . City License Registration f .3.S~ ....3..5''7-3.S' y ....................................... " BlJTT.DER ,'. RT .RCTRICIAII COMPANY State Cert. or Regist. . City License Registration . .......................................... Sianature PLUMBER COMPANY State Cert. or Regist. . City License Registration . .......................................... Signature HECHAHICAL COHPANY State Cert. or Regist. . City License Registration . .......................................... Signature O~ COMPANY State Cert. or Regist. . City License Registration , ......................................~... Sigoature APPLICATIOII APPROVED BY PERKIT OFFICER. CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS fbe undersigned understands that this petlit laY be subject to 'deed restrictions' wbieb laY be .ore restrictive than City regulations. fbe undersigned asSUles responsibility for COIpliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner bas bired a contractor or contractors to undertake work, they lay be required to be licensed in accordance lIith state and local regulations. If the contractor is not licensed as required by lall, both the owner and contractor lilY be cited for a lisdueanor violation under state lall. If the owr or intended contractor are uncertain as to what licensing requireaenta laY apply for the intended work, they are advised to contact the City of Zepbyrhills Building Departaent, (813) 788-6611. FurtherlOre, if the owner bas hired a contractor or contractors, be is advised to bave the contractor(s) sign portions of the 'Contractor Sections' of this application for lIbieb they lIill 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 lIiabes 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 Zepbyrbills. C. TRANSPORTATION IMPACT FEES AND UTILI~Y CONNECTION FEES D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, bave been prOVided lith a copy of 'Florida's Construction Lien Law - BoIeoIIner's Protection Guide' prepared by the Florida DepartJent of Agriculture and Consuaer Affairs. If the applicant is SOleon! other than the 'owner', I certify that I have obtained a copy of the above described docuaent and prOlise in good faith to deliver it to the 'ollner' prior to cOlIBDceaent. 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 lalls regulating construction, loning, and land developaent. Application is bereby lade to obtain a perlit to do lIork and installation as indicated. I certify that no work or installation bas COIIenced prior to issuance of a perlit and that all lIork will be perf OIled 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 other govemaental agencies laY apply to the intended work, and that it is IY responsibility to identify wbat actions I lust tate to be in colpliance. Such agencies include but are not Ii.ited to: t DepartJent of EnviroDlental Regulation - Cypreas Baybeads, Wetland Areas and EnviroDlentally Sensitive Lands, Water/Wastewater !reatJent t Soutbwest Florida Water Manageaent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses t ArlY Corps of Engineers - Seallalls, Docks, Navigable Watenays t DepartJent of Health & Rebabilitative Services, BnvirODlental Health Unit - Wells, Wastewater freatlent, Septic !anks t US BnvirODlental Protection Agency - Asbestos abateaent 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 subJitted lIbieb 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 the work and not as authority to violate, cancel alter, or set aside any provisions of the technical codes, nor shall issuance 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 beCOlB invalid unless tbe work authorized by such peIlit is couenced within sillOnths of issuance, or if work authorized by tbe perlit is suspended or abandoned for a period of sillODths after the tile the work is cOllenced. One 90 day extension of tile, lily be allowed for the peIlit with fee charge of $15.00. fhe extension shall be requested in writing to the Building Official. An approved inspection lUst be logged during eaeb sillOnth period, or the project will be considered abandoned. WAIUIING fO OWNER: YOUR FAILURE fO RECORD A HOTICK OF COHMBNCEMEHT MAY RESULf IN YOUR PAYING fWlCE FOR IMPROVEMEHfS fO YOUR . '.. .. PROPERtY. IF YOU IHfiHD fO OBfAINFlllAJlCIIG,. CONSULT WITH YOUR LBHDER OR AN AffORHEY BEFORE RECORDIHG YOUR NOTICE OF COMMENCEMENT. JOBS UHDER $2,500 IH VALUE DO 1I0'l HEED TO RECORD AHD POSf A 'NOTICK OF COMMENCEMENt". /!fJ:Ji;te; SfATE OF FLORIDA . QA 11 AI Cemy OF ~ '--eJ The foregoing inst~~ was aC~J9w~edged before me this <6 , 19$ by . po SIGNAfURE: CONTRAC'fOR SfAfE OF FLORIDA COUHfY OF The foregoing instrument was acknowledged before me this , .19_____ by known to me j)r who has who is personally known to me or who has produced ' as identification and who did/did not take an oij.tb. (Signature) (Name Typed, Printed or Stamped) NOTARY PUBLIC 4.~~ i .fljIIt1 'iI MELVIN JAMES MARSHAll Notay Public. State of Flolfda My Comm.Explres Sept. 3. 1996 No. CC 225760 -. , I ~(j\ \f\~ ~m ~ ~ f'\ ..., ~~ ~ ' Tl,lv ~1it1 ~, ~' t;::,k tlf' .,,(")~~ 5~P~ ~~~~ a....><.... "'cn!l!~ .!:!~i5i .....= CD- NZ 'C en ~ (It, ... a; - ::0 i ~ ... o c:, '" '^ \II \' It, c: J:> -, " ~ l ~ -- oC' f t c ,....- ~ o I I, m ~ \.^ ~ G" III <:.l ~ (' \J :p c;.. r" C: ~ \1~ ~ ~ ~ o <> .J) ~ ~ "'" N ~ -...; IT! ~ ~ co <: '" \I) I ::Pl/\ \f\~ ~m I:::J ~f'\ -, ~~ ~ . ~'v s:..! )>\'t'\ ~, ~~ CJk tlf' ~(").,,~ ~::a' m o-<P.,. ZcntaoC m~o=- o>>~>CJn ~cn~oC -."ClSn .....::0 i 0:> - t-.)Z o~. ~ J;":.n :z: i ~ ... ~ )) V' " ~ c:> z:. -\ 1\1 \" It, C J::, -, " '=' l - ~ .... -- ('I) 1 t c ,....- , ~' , IX.' .. I~ m ~ V\ ~ G'\ \n Cl rv " \J l> V' "", C: ~ \1~ ~ .... ~ ~ o () :0 ~ ~ '" N ~ --..) ttl ~ ~ \ ~ . , ,,- , ~ ~, \ ,Jb t'X'~1" ~ "'; \. _/ el<~ . ~\ ).. ').. 'f \ / 2.. 2.. t ~ "" '--" , " , ~ f 11- 0 "^ ~ ~, ---- ,. ,1-'/-./(, f-OOI^ ,J'/v VI \ 01-'1.- "" I ., "'\ <IVI1 ......... \1. ". ./ .1...00 > 12' <1' Ihl JO' J,_,.,".______ --.__...L:"'____.. ,..'J /\ .0, IGJ'! \-I,~LEY CONSH-!:JCT!ON P,O. dOX 309 CHVST AL SPRINGS, FL :3524 PHONE (813) 782.0546 ~ -~tb 'cq ~:; ~~ ~~ ~ "" ~~ ~ ~~ . PROPOSED 1995 ~ FLEETWOOD MOBILE HOME j ~o ~~ ~.~ ~ L_=..L._,_1.. , ~ '-- ~ UTILITY AND/OR DRAINAGE EASEMENT-~ - i5 - c x- 9 9Qt~i'8' ~ Q o:::sci_... :1 a a,lQ II Q::: cl h! · & .~ ii <... II :::s ~ ~~ ~~ ~ N!'S_~~~ i' ) SIl~~~ 0.0 .., ) ~ co 00 _ ~ ~~"~ co ~ . ~ ~ \,,\ -....:. :~ r'ii' j5: j'=i ~ 11-L3 ~~~~()d oo,,~~c: <:t.....c:(")<: ~~~i::~CJ ~~~~~~ ......,~ I\j . . . . . .::::::::::::: :~'::':::::':::::::::::::'::':"':"" .: :':::::: ~::;:::. .:.::." :2i~*E~LNE::;:: ~::. ~::: "',.,.,.<: ~ '!1', .", . - " ' . . . . , :,::;:' :!~ ~~:::::: LA WANDA':::::' :':':':':CX> ~ CJ: ,.' :. , LOOP -:.:': -:':', ::::::::c;~ ~:. :;:::::: :::::'::::: ..-:'JCi)": : ' -::::::". <::>::- ~!'?l ~~ ~1"1 ~a """'1"" ~::Od "'t)0e: <:<: ~~~ . OUl ~CJ~ I\)~ ~ Co ~~d "'t)0<=:: <:<:~ o~ . 0 t1l ~~~ 1\)e....CXi., Co """ . r-- -0 Q) ...... I::::l . ~(S ~. :b ~t\.) \)I::::l ~ ,.... ~ ~ <:::) ~R-~~ ~f)<: ~ - "'t) ~~ \ <:Ol\j 9 ~ · .~\ .() - ~ <:::) r-- ~o ...... .~ " s.lt .~t t<; ~<; \' , " &l .~. AiJ>~ " \? ,,~'L ~" >J' \:>.('0. 56' 10.0 4' HOG WIRE FENCE N.OO-41'56"E. 120.43' (5URVF:Y) N.OU48'38"E. 120.34' (PLAT) -U N P L A T T E D- l<E~ WlL~Y.cm~S1~p.,(,'iiC\">l P.O. w:.)X 3Ug.".. '" ~:r:.~;:~~\. s.~~;:;,;,~,~~,),:,\" CITY OF ZEPHYRlULLS BUILDING DEPARTMENT OWNER .//~f. 41L.s S r/f.#/""'y I<'()P~ 1. ~S'~' ~ JOB LOCATION ~ ~OJ.. L L At.n 14-ef/)')/~ L..o C ~ ?_tfT,P /1-, /l.#r//...r PARCEL 1.D. # l'f- ~,,-~( - CJ/hD - 00000 _ o19r> s.uOW ALL EIISTDfG &: PROPOSED STRUC'l"URES GIVDIG DDlENSIOHS &: SE"l'BACKS. ALLEYWAY ACCESS FOR GARAGE OR CARPORT - 15 FOOT SETBACK REQUIRED. UTILITY BUILDINGS MUST SHOW SIZE & FOUNDATION INFOR- MATION. FRONT PROPERTY LINE (NOTE EXAMPLES 1 & 2) STREET 1. SETBACKS FOR R1f 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 JO'DUPLEX 1 0' FROIIT PROPERTY LINE FROIft' PROPERTY LINE SC~EE~mED ENCLOSURES: SCREEN I VINYL WAllS AND SOliD COVER TABLE 1 ' MAXIMUM SPANS FOR STANDARD ALUMINUM ROOF P/I,NELS OF .3105 H-14 OR H-25 ALLOY WIND LOADS: CARPORTS, SCREEN ROOMS, AND OTHER OPEN BUILDINGS O,H. CONDITION NO O. H. l' O. H. 2' O. H. .3' O. H. 1-1/4"x_0.026" 7'- 2" 7'- 5" 8'- 2" 100 MPH W. L. --- 110 MPH W. L. 6'- 5" 6'- 8" 7'- 6" .--- 120 MPH W. L. 5'-10" 6'- 2" 7'- 1 " ---- 1-1/4"x_0.0.32" 8'- 5" 8'- 8" g'- .3" 100 MPH W. L. ---- 110 MPH W. L, 7'- 6" 7'- g" 8'- 6" ---- 120 MPH W. L. 6'-10" 7'- 1" 7'-11" --- 1-.3/4"x_O,026" - 100 MPH W. L. 7'- 5" 7'- 7" 8'- 5" ---- 110 MPH W. L. 6'- 8" 6' -11" 7'- g" ---- 120 MPH W. L. 6'- 1" 6'- 4" 7'- .3'" ---- 1-.3/4"x_0.0.32" 8'- g" g'- 0" g'- 7" 100 MPH W. L. ---- 110 MPH W. L, 7'-10" 8'- 1 " 8'- g" --- 120 MPH W. L. 7'- 1 " 7'- 5" 8'- 2" ---- .3"x_0.026" 100 MPH W. L. 1.3'- 1 " 1.3' - .3" 1.3' - 8" 14'- 5" 110 MPH W. L. 11'- g" 11'-11 " 12'- 5" 1.3' - 2" 120 MPH W. L. 10'- 8" 10' -11" 11'- 5" 12'- .3" 3"x_0.032" 100 MPH W. L. 15'- 6" 15'- 8" 16'- 0" 16'- 7" 110 MPH W. L. 13'-10" 14'- 0" 14'- 5" 15'- 1 " 120 MPH W. L. 12'- 8" 12'-10" 13'- 3" 14'- 4" LIVE LOAD; ALL BUILDING TYPES O,H. CONDITION NO 0, H. 1 ' O. H. 2' O. H. 3' O. H, 1-1/4"x_0.026" 7'- 0" 3" 8'- 1 " 20 #/SF L. L. 7'- ---- 30 #/SF L. L. 5'- g" 6'- 1 " 7'- 0" ---- 1-1/4"x_0.032" 8'- 3" 8'- '6" g'- 2" 20 #/SF L, L. ---- .30 #/SF L, L. 6'- g" 7'- 0" 7'-10" ---- 1-3/4"x_O,026" 20 #/SF L, L. 7'- 4" 7'- 7" 8'- 4" ---- 30 #/SF L, L. 6'- 0" 6'- 4" 7'-11" --- 1-3/4"x_O,032" 20 #/SF L, L. 8'- 7" 8'-10" g'- 6" ---- 30 #/SF L. L. 7'- 0" 7'- 4" 8'- 1 " -_.- 3"x_0.026" 20 #/SF L. L. 13'- 3" 13'- 4" 13'-10" 14'- ~" ':) 30 #/SF L, L. 10'- g" 11'- 0" 11'- 6" 12'- 4" .3"x_0.032" 20 #/SF L. L. 15'- 1 " 15'- 2" 15'- 7" 16'- 2" 30 #/SF L. L, 12'- 3" 12'- 5" 12' -11" 13'- 8" 1 . TOTAL ROOF PANEL WIDTH = ROOM WIDTH PLUS WALL WIDTH PLUS OVERHANG, 2, THE SMALLEST VALUE OF THE WIND LOAD TABLE OR THE L.L. TABLE GOVERNS, [1tuWO'@UO@@ @:o [ID@UOUO@{t{tg [P,,@;o CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P.O, BOX 4369 S. DAYTONA. FLORIDA 32121-4368 PHONE: (904) 767-4774 FAX: (904) 767-6556 @ COPYRIGHT, 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P,E. SECTION: 2 PAGE: 1=~2 -30- SC~EIE[N]ED E[N]ClOSU~ES: SCREEN I V~NVL WALLS AND :SOUD COVE~ 2"x 6"x 0.050"x 5' 6' 7' 8' g' 10' 11' 12' 2"x 7"x 0.062"x 6' 7' 8' g' 10' 11' 12' 13' 14' 2"x 7"x 0.062"x 6' 7' 8' g' 10' 11 ' 12' 13' 14' 2"x 8"x 0.072"x 7' 8' g' 10' 11' 12' 13' 14' 2"x g"x 0.072"x 7' 8' g' 10' 11' 12' 1 3' 14' 2"x g"x 0.072"x 7' 8' g' 10' 11' 12' 1 3' 14' 0.120" S.M,8. 17' - 2" 14'=-0"'---1'9':--'2"---17'--2"----15'=-8"------- 15'- 8" 12'- g" 17'- 6" 15'- 8" 14'- 3" 14'- 6" 11'-10" 16'- 2" 14'- 6" 13'-- 3" 13'- 7" 11'- 1" 15'- 2" 13'- 7" 12'-- 4" 12'- g" 10'- 5" 14'- 3" 12'- g" 11'-- 8" 12'- 1" 9'-11" 13'- 7" 12'- 1" 11'- 1" 11'- 1" g'- 5" 12'-11" 11'- 7" 10'- 6" 10'- 3" g'- 0" 12'- 4" 10'- 3" 10'-- 1" 0.120" S.M.8. _______________________________________ 17'- 9" 14'- 6" 19'-11" 17'- g" 16'-. 3" 16'- 6" 13'- 5" 18'- 5" 16'- 6" 15'-- 0" 15'- 5" 12'- 7" 17'- 3" 15'- 5" 14'-- 1" 14'- 6" 11'-10" 16'- 3" 14'- 6" 13'-- 3" 13'- g" 11'- 3" 15'- 5" 13'- g" 12'-. g" 13'- 1" 10'- g" 14'- 8" 13'- 1" 12'- 0" 12'- 7" 10'- 3" 14'- 1" 12'- 7" 11'- 6" 12'- 1" 9'-10" 13'- 6" 12'- 1" 11'- 0" 11'- 8" g'- 6" 13'- 0" 11'- 8" 10'- 7" 0.135" S.M.8. _____________________________,__________ 18'- 4" 15'- 0" 20'- 6" 18'- 4" 16'-- g" 17'- 0" 13'-11" 19'- 0" 17'- a" 15'- 6" 15'-11" 13'- 0" 17'- g" 15'-11" 14'- 6" 15'- 0" 12'- 3" 16'- g" 15'- 0" 13'-- 8" 14'-10" 11'- 7" 15'-11" 14'- 3" 13'- 0" 13'- 7" 11'- 1" 15'- 2" 13'- 7" 12'- 4" 13'- 0" 10'- 7" 14'- 6" 13'- 0" 11'-10" 12'- 6" 10'- 2" 13'-11" 12'- 6" 11'- 5" 11'- 7" 9'-10" 13'- 5" 11'- 7" 10'-11" 0.224" S.M.8. 21' - g" 1 i..=--9"----24'=-4"---21'-=--9;;----19~~1"------- 20'- 4" 16'- 7" 22'- g" 20'- 4" 18'-- 7" 19'- 2", 15'- 8" 21'- 6" 19'- 2" 17'- 6" 18'- 2" 14'-10" 20'- 4" 18'-- 2" 16'- 7" 17'- 4" 14'- 2" 19'- 5" 17'- 4" 15'-'10" 16'- 7" 13'- 7" 18'- 7" 16'- 7" 15'- 2" 16'- 0" 13'- 0" 17'-10" 16'- a" 14'- 7" 15'- 5" 12'- 7" 17'- 2" 15'- 5" 14'- 0" 0.224" S.M.8. 24' - 2" 19'=-g"---27'=--O"----i4'.=--2"----22'==-l"------- 22'- 7" 18'- 6" 25'- 3" 22'- 7" 20'-- 8" 21'- 4" 17'- 5" 23'-10" 21'- 4" 19'- 6" 20'- 3" 16'- 6" 22'- 7" 20'- 3" 18'- 6" 19'- 3" 15'- g" 21'- 6" 19'- 3" 17'- 7" 18'- 5" 15'- 1" 20'- 8" 18'- 5" 16'-10" 17'- 9" 14'- 6" 19'-10" 17'- 9" 16'- 2" 17'- 1" 13'-11" 19'- 1" 17'- 1" 15'- 7" 0.31 a" S,M.8. 26' -11" 2 ;-;=1'17.----56'=-1"----26'=1;-;,----24'=-7',------- 25'- 2" 20'- 6" 28'- 2" 25'- 2" 22'--11" 23'- g" 19'- 4" 26'- 6" 23'- g" 21'- 8" 22'- 6" 18'- 4" 25'- 2" 22'- 6" 20'- 6" 21'- 5" 17'- 6" 24'- 0" 21'- 5" 19'- 7" 20'- 6" 16'- g" 22'-11" 20'- 6" 18'- g" 19'- g" 16'- 1" 22'- 1" 19'- 9" 18'- 0" 19'- 0" 15'- 6" 21'- 3" 19'- 0" 17'- 4" [b@W[]'@[ii)@@ @:o m@[ii)[ii)@QQg (PoGo CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P,O. BOX 4369 S, DAYTONA, FLORIDA 32121-4368 PHONE: (904) 767-4774 FAX: (904) 767-6556 @ COPYRIGHT, 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E, SECTION: 2 PAGE: ~O=~2 -33- SCREENED ENCLOSURES: SCREEN I VINYL WALLS AND SOLID COVER 2"x____ BEAM SEE TABLE 4 OVERHANG VARIES + 2'-0" MAX. "WH 3 1 /2" SLAB ON GRADE OR RAISED FOOTING MAX. UPRIGHT ,"x 2" LENGTH VARIES NO MAX. ELEV. SLAB OR ON GRADE --!- -I * "H" TYPICAL GLASS ROOM WITH SOLID ROOF. TYPICAL FRONT VIEW FRAMING * (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 'f'x2" PLATE TO BOTTOM OF WALL BEAM) W/2 W/2 ALUMINUM PANEL COVER 2"x___ BEAM AND COLUMNS MAX. COLUMNS, SPACING SEE TABLES t , "x2"xO.040" ~I -t-- "W" VARIES ~ TYPICAL GLASS ROOM w a::: / :) t- / U ::l / a::: t- (/) c:> z i= (/) X w NOTE S: 1. ANCHOR 1" x 2" OPEN BACK EXTRUSION WITH TAPCON 1/4"x2 '/4" LENGTH OR EQUAL MAX. OF 2'-0" O.C. ANCHOR TO WALL WITH' 1/2" #10 SMS WITH WASHERS 2'-0" O.C. SPACING ANCHOR BEAM AND COLUMN KNEE BEAM WITH ANCHOR CLIPS AND #10 SCREWS AND WASHERS 2. MIN. SLAB THICKNESS FOR SLAB ON GRADE IS 3 , /2" CONCRETE 3. SELECT FRONT WALL BEAM FROM TABLE USING LARGER "A" VALUE OF Wj:2 OR W/2+0,H. 4, "w" IS CLEAR DISTANCE FROM HOST STRUCTURE TO FRONT WALL BEAM [1,~WD"@Oll@@ @;o rn@OUOU@nn~ r;::>o@;o CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P.O. BOX 4369 S. DAYTONA. FLORIDA 32121- 4368 PHONE: (904) 767-4774 FAX: (904) 767-6556 @ COPYRIGHT, 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E, -23- SECTION: :2 PAGE: ~-~2 SCIREIEINJlED IENClOSURES: SCREEN I VINVL WALLS AND :S~UD C~VIER SIDE WALL HEADER ATTACH ED TO 1" x 2" x 0.044" OR BETTER WITH MIN, 2 #10 x 1 1/2" SMS SIDE WALL PURLlNS ATTACHED TO 1" x 2" x 0.044" OPEN BACK WITH MIN 2 #10 x 1 1/2" SMS IN SCREW BOSSES EDGE BEAM 1 "x2"xO.044" OPEN BACK ATTACHED TO FRONT POST WITH #10 x 2" SMS MAX. 6" FROM EACH PURLlN AND 24" O.C. '<J '<J 'l FRONT AND SIDE BOTTOM RAILS ATTACHED TO CONCRETE ~TH 1/4"x2 1 /4" MASOi'JRY QUICK SET @ 6" FROM EACH POST AND 24" O.c. MAX, AND WALLS A MIN, 1" FROM EDGE OF CONCRETE FRONT WALL PURLlN TYPICAL (ORNER DETAIL 4 - 1/ 4"x4" LAG BOLTS W/ 1 1/4" FENDER WASHERS PER 4' PANEL ACROSS THE FRONT AND 24" O,C. ALONG SIDES (WALK-ON) ALUMINUM COVER OR 3" STRUCTURAL INSULA TED ALUMINUM HEADER ATTACHED TO POST W/ MIN. 2 #10 x 1 1/2" IN SCREW BOSSES 2" x 2" OR 2" x 3" HOLLOW SEE SPAN TABLE HEADER 2"x2", 2"x3", OR .3"x2" HOLLOW SEE SPAN TABLES CHAIR RAIL AND KICK 2"x2"xO,044" HOLLOW FOR SNAP EXTRUSIONS CHAIR RAIL ATTACHED TO POST W/ MIN, 2 #10 x 1 1/2" SMS IN SCREW BOSSES 1" x 2" x 0.044" OPEN BACK BOTTOM RAIL POST ATTACHED TO BOTTOM W/ MIN .3 #10 x 1 1/2" IN SCREW BOSSES 1/4" x 2 1/4" MASONRY ANCHOR @ 6" FROM EACH POST AND 24" O.C. MAX, I>. t> TYPICAL UPRIGHT DETAIL [1@W[?@[JiJ@@ ~o ~@[JiJ[JiJ@nng [;Jo@:o CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P.O, BOX 4369 S, QAYTONA, FLORIDA 32121-4368 PHONE: (904) 767-4774 FAX: (904) 767-6556 @ COPYRIGHT. 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E, BENNETT. P,E, SECTION: :2 PAGE: 3='U2 -25- STRUCTURES WITH WOOD AND' ALUMINUM FRAM~NG AND COMPONENTS H8x1" WOOD SCREWS Wj , 5/8" WASHERS 3 PER PANEL \ / ALUMINUM COVER (SEE COr--JNECTION TO HOST STRUCTURE) (SECTION 5 PAGE 6-11) 2"x4" TOP PLATE P. T. PINE 4 #1C~/2" SMS EACH AN~ ---- ----- HURRICANE ANCHORS ,AND AL TERNA TE STUDS TOP AND BOTTOM 2"x4" STUDS APPROVED SIDING AS REOUIRED 1/4"x3" BOLTS OR T -BOL TS INTO CONC. SLAB @ 24" O.C. W/ 1 j8"x1 1 /2" WASHERS ALUMINUM BEAM FRAMING INTO CORNER OF WOOD FRAMED UTILITY SHED DETAIL ________ P. T. 2"x4" 6"x6" - 1 OxlO WWF 1j4"x2" LAG 2 PER POST 1 "x2" TOP NO BOTTOM PLA TE. CREW 2' O.C. POST 'x2"xO.044" EXTR. #10 1/2" SCREWS 3/ P T MIN. TOP AND BOT. / ;, ALUMINUM SCREEN ROOM UNDER WOOD FRAME PORCH [b&:lWO'@[jD@@ C3c W@[jD[jD@nng !PcC3c CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P.O. BOX 4369 S. DAYTONA. FLORIDA 32121-4368 PHONE: (904) 767-4774 FAX: (904) 767-6556 @ COPYRIGHT. 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P,E, SECTION: 8 PAGE: ~_~ -92- A TT ACHED ALUMINUM ClOVERS SEE CONNECTION DETAIL (PAGE 6-13) 2" x 4" LUMBER TOF' PLATE WITH ROOF w U L 0 0 :r -q- w N 2" x 2" x 0.044" ALUMINUM OR .-J m @ 2" x 4" @ 24" O,C. I_UMBER 0 (f) L 0 C) :::> STRUCTURAL GRADE THERMAL PLY t- z (f) WITH SIDING f= (f) X -q- w x 2" x 4" P. T.P. PLATE WITH 3/8"x4 1 /2" N CONCRETE ANCHORS --------------- SEE CONCRETE DETAILS SECTION THROUGH UTILITY ROOM SEE CONNECTION DETAIL (PAGE 6-13) w L o :r w .-J m o L C) z f= (f) x w 12" x PAN (SEE CHARTS) USE 'w' SELECT PAN FOR REQUIRED SPAN 2" x 2" x 0.044" ALLMINUM OR 2" x 4" @ 24" O.C. LUMBER STRUCTURAL GRADE THERMAL PLY WITH SIDING SHED IS FRAMED WALL ATTACHED TO HOST STRUCTURE 1/2" L-BOL TS FOR 2" x 4" P. T. PLATE OR CONCRETE ANCHOF':S @ 4'-0" O.C. "w 1" VARIES FOR FRONT BEAM USE 'L'=W/2+0.H. --------------- SEE CONCRETE DETAILS NOTES: 1. ANCHOR PANS TO HEADER CHANNEL WITH (3) #10 x 1/2" S.M.S. W/ WASHER. 2. ANCHOR PANS TO ROOF BEAMS WITH (3) #10 x 1/2" S.M.S. W/ WASHER. 3. ANCHOR COLUMN TO CONCRETE FLOOR WITH 2-1/4" x 3" CONCRETE ANCHORS. 4. ANCHOR COLUMN TO 8ASE PLATE WITH 1-1/4" S.S. 80L T UTILITY SHED AND CARPORT WALL SECTION [h,&)w[]'@O'O@@ @:o W@O'OO'O@1J1Jg J})o@:o CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P.O, BOX 4368 S. DAYTONA. FLORIDA 32121-4368 PHONE: (904) 767-4774 FAX: (904) 767-6556 @ COPYRIGHT. 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P,E, SECTION: 3 PAGE: 31b=~3 -43- STRUCTURES WITH WOOD AN[[) ALUMINUM FRAM~NG AND COMPONENTS @ VIRGIN SOIL @ cg @ <0 AL TERNA TE POST: ~ 4" x 4" P. T.P. '" BOLT ISOLA TED FOOTER 2 #5 BARS EACH WAY -J- 12" }1 3" x 3" ALUM. POST OR 4" x 4" P. T.P. POST IN GAL V. POST ANCHOR AND 4-1/4" x 2-1/4" TAPCON 3-1/2" SLAB MAXIMUM UPLIFT # 16"x16" 548# 24"x24", 978# 30"x30" 1 ,388# ~ 16" MIN. POST TO CONCRETE PAD DETAIL POST TO SLAB DETAIL NOTE: NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION 2'-0" MIN BEFORE SLOPE MIN. 2500 PSI CONC, W/ 6x6-10x1O W.W. MESH OR 1 t.FIBER MESH TYPICAL ,,+- -- , , _~ 1 #5 BAR CONT. 31/2~"8"~ NOTE, FIBER MESH CONCREIT DOES .~ NOT REQUIRE WIRE MESH FLA T SLOPE / NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING o - 2"/12" 2"/12" - 1'-10' > 1'-10' SLAB DETAILS ADDRESSING EROSION [1,@WI]'@[]O@@ ~o @@[]O[]O@GGD ~o~o CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P.O. BOX 4369 S, DAYTONA. FLORIDA 32121-4368 PHONE: (904) 767-4774 FAX: (904) 767-6556 @ COPYRIGHT, 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P,E, SECTION: t8 PAGE: 3~t8 -91- KEN WILEY CONSTRUCTION INC. 1212 Bobolink Crystal Springs PI 782-0546 PROPOSAL SUBMn rlID To;JJR. SMAlLEY~ ~1f!Oi1lf (W/Oi-O~/fE:AJlV~;7r ADDRESS:~.&--n:z.b L4tlJA-Al PI L onp CITY; 2~~~~~~ ~ PHO~:7~~~IIO JOB# We hereby su t Spec1fjt'.a.t\Or1s and estimates for: MOAIL C II-~J..I.~ r!OAJ<: /l/:"T'-;.i,. /f llltt.(/JtJU~, PA<l<A-dF- A..> -;>~ ~ 4-1/4 t"'/~Fb 'b~A o:J1tV h $ We hereby propose to fumish labor and materials -complete in accordance with the above specifications, for the sum of$ / tvrrr:> t!'J cJ /100 Dollars. PLUS: ~o<::t"-- '3 ~ lf1) $.!2.. , A-1 ^..,L.l 1),.:) PtJ,J C /l.€r4E. thtU i>llF,:j/();<...J s ~ a-n oCJ BA LON C 0""" /::>'- ~'71 /~ All ~terial guaranteed to be as specified. All worlc to be completed in a workman like 'mRnner according to standard practices. Any alteration from the specifications involving extra costs, will become an extra charge over and above the estimate. All agreements C'.Clntingent upon strikes,a.ccidentll or delays beyond our control. Final payment due the day of substantial completion, paid to the installer or authorized rep- resentative. We shall then iSsue a Wavier of Lien. Amounts past due are subject to 1 1/2% per month interest,should collection be required,owner shall pay J:ea8onable attorney fees. Venue of any suit concerning this proposal shall be in Pasco County, Florida. All accepted propo~ over $1,000.00 may require a Notice, of Comm.en cement in acrordance with Section 713:13 of the Florida Statues. The.contractor carries all Insurance required by Federal,State,County and CitY Stat\.1es, aU ,other liabilities shall be the responsibility of the owner. This proposal subject to acceptance within _..-----a&ys and is void thereafter at the 4'('~ ACCEPTANCE OF PROPOSAL . . ~ The above prices,specificationsand conditions are hereby accepted. You are hereby authorized to do the worlc as specified. Payment will be made ~ ~)lt1ined above.., j.< vi ACCEPTED' ,-- SIONATURBL~~ DATE:Af/.~:2~'?'~ . SIGNA~ . PROPERTY DE - RlPTION; PI- <2 ~ ~ 2 I-/) I '0 ~ vomo ~ LJ / 9 C'