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Home My WebLink About96-5730 BUILDING PERMIT-- CITY OF ZEPHYRHILLS Permit II! (813) 788-6611 '-573013 Date Y' - /.!:> '- -Y I:,. (eu-~ ELECTRICAL PLUMBING MECHANICAL Property Owner: C. DcLf';1 r "71 Job Address: -3 9 7 ~ Y 111. ~ .5) ~~"""'.f '......~ _" .I.L7 Parcell.D. # P-d.-6 -;).J... 0/9,,90 - D ~'Ai'/ Ci () - o'-J 6 () SeWElr Conn Water Conn: Water Meter: T.I.F.'s: Zoning: Energy Code: Description of Work at~ I?~ / Radon Gas: ~ A-4 ~<./) 0 --... NO OCCUPANCY BEFORE C.O. FINAL Complete Plans, Specifications and Fee Must Accompany Application. C.O, All work shall be performed in accordance with City Codes and Ordinances. Inspector City License Registration # State Certified License# J~ yl( p~rmit~ee_ ~ ~ Slgnat --,--.-- Compan Address Telephone# en:> Valuation or Contract Price (3 ~b tJ . c:J-D , 91b'-~~ (jIL",,_ BUILD NG ELECTRICAL PLUMBING MECHANICAL - Breakers Ducts Insl. Compressor Final Tp. Servo Rough In Meter Can Const. Pole Pool Pre-Meter Final SLB Tub Set Water Sewer Final Ftr. Pre SLB Lintel FRM. Insul. CL WL Driveway 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. APPLICATION FOR PERMIT CITY OF ZEPBYRBILLS BUILDING DEPARTMENT OWNER'S NAME C. f)oe;vL.;" G- PHONE 7 I'~ - .J? 7 2. OWNER'S ADDRESS '39 76P. /J'I~()ocvt>Oj) LocJp JOB ADDRESS .r~ LEGAL DESCRIPTION: LOT(S) 6" BLOCK Lf SUBDIVISION /J/1fTA:t)~oe~ Or,r~ PARCEL I. D. t / 7 ~ ;. (- 2.. / oooz> 0 OOCC> oa6o (OBTAIN FROM PROPERTY TAX NOTICE) WORK PROPOSED:.L...New Construction _Addition --Alteration _Repair _Install _Sign _Hove _Deaolish PROPOSED USE: _Single F~ily _H/F _, of Units _M/H _ec:-ercial _Indust. _Swbl. Pool __~_L ~~~ _Restaurant &: Health Departaent Approval DESCRIPTION OF WORK: /f).u.u ~o-X- e.,t:'~04C- BUILDING SIZE: ~u X )2-, r;ltO' Square Feet,fa Height RESIDENTIAL: COMMERCIAL : ATTACH (2) PLOT PLANS &: (2) SETS OF BUILDING PLANS &: (1) SET ENERGY FORMS. ATTACH (3) SETS OF BUILDING PLANS &: (1) SET ENERGY FORKS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. PERMITS REOUESTED ABUILDING $ Valuation of Total Construction. _ELEC"l"RI.CAL AMP Service Florida Power Corp. W.R.E.C. _MECHANICAL $ Valuation of Mechanical Installation _PLUMBING GAS ROOFING SPECIALTY TYPE OF CONSTRUCTION: _Block _Fr~e _Steel Other FIlUSHED FLOOR ELEVATIONS: FT. IS PROJECT IN FLOOD ZONE AREA? YES NO ****************************************** CONTRACTOR SECTION COMPANY ~/ry ~/RhP';' State Cert. or Regist. t ~~OeJj~.u~'/ City License Registration t /C~ ****************************************** F.T.F.CTRICIAN COMPANY State Cert. or Regist. t SianAture City License Registration , ****************************************** PLUMBER COMPANY State Cert. or Regist. t Signature City License Registration # ****************************************** MECHANICAL COMPANY State Cert. or Regist. . Signature City License Registration t ****************************************** OTHF.R COMPANY State Cert. or Regist. t Signature City License Registration t ****************************************** APPLICATION APPROVED BY PERMIT OFFICER. CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS The undersigned understands that this pertit lay be subject to "deed restrictions" which Jay be lOre restrictive than City regulations. The undersigned assOles responsibility for cOlpliance 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 JaY be cited for a lisdeJeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requireJents lay apply for the intended work, they are advised to contact the City of Zephyrhills Building DepartJent, (813) 788-6611. FurtherlOre, if the owner has hired a contractor or contractors, be 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 Jay 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. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, have been provided with a copy of 'Florida's Construction Lien Law - HOIeOWDer's Protection Guide" prepared by the Florida DepartJent of Agriculture and ConSIller Affairs, If the applicant is sOleone other than the "owner", I certify that I~have obtained a copy of the above described docUJent and prOlise in good faith to deliver it to the "owner" prior to cOllenceJent. E. CONTRACTOR'SjOWNER'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, zoning, and land developaent. Application is hereby lade to obtain a perlit to do work and installation as indicated. I certify that no work or installation has cOllenced prior to issuance of a pertit and that all work will be perforted to leet standards of all laws regulating construction, City codes, zoning regulations, and land developteDt regulations in the jurisdiction. I also certify that I understand that the regulations of other goverDlental agencies Jay apply to the intended IIOrt, and that it is If responsibility to identify what actions I lust take to be in cOlpliance, Such agencies include but are not lilited to: * DepartJent of Environtental Regulation - Cypress Bayheads, Wetland Areas and EnviroDJentally Sensitive Lands, Water/Wastewater TreatJent * Southwest Florida Water Hanagetent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses * ArlY Corps of Engineers - Seawalls, Docks, Navigable Waterways * Departlent of Health & Rebabilitative Services, Environaental Health Unit - Wells, Wastewater Treatlent, Septic Tanks * US EnviroDlental Protection Agency - Asbestos abateJent I also certify that, if fill laterial is to be used in Flood Zone "An or "A, etc. ", it is understood that a drainage plan addressing a .cOlpensating volOle" 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 the work and not as authority to violate, cancel alter, or set aside any provisions of the technical codes, nor shall issuance of a pertit prevent the Building Official frol thereafter requiring a correction of errors in plans, construction, or violations of any code. Every pertit issued shall becOle invalid unless the work authorized by such perlit is cOlleDced within six IOnths of issuance, or if work authorized by the perlit is suspended or abandoned for a period of six IOntha after the tile the IIOrk is coaenced. One 90 day extension of tile, lilY be allowed for the pertit 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 IOnth period, or the project will be considered abandoned. WARRING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COHflBHCEHElft' HAY RESULT IN YOUR PAYING TWICE FOR IHPROVEHmS TO YOUR PlllJPIlRI'Y. IF YOO IIIIIIID...,.. FIWCJ _-11Im YOOIIlIIOlIlII 011 IJI 1_ ~... RQING YOUR NOTICE OF COHMENCEHElft' . JOBS ER $ E DO NOT NEED TO RECORD AND POST A "NOTICE OF ______ ~ / <" #'Ieu?:toYJW'7 __~ ~fo"7>O"r.,y' -. . ROR~ ;KIf , HACT STATE OF FLORIDA COUlft'Y OF The foregoing instrument was acknowledged before me this , 19____ by STATE OF FLORID~ COUNTY OF ~ The foregoing instrument was aCknowledged before me this )-/, / -5 - , 19 76 by who is personally known to me or who has produced as identification and who did/did not take an oath. (Signature) who is own to me or who has produc as identification and who did/did not take an oa.t~ aA\... ' ~ n ~j1' (Signature) A I q LI Ai JV'O a;;)fL~Q. UelJ V (Name Typed, Printed Stamped) / NOTARY PUBLIC (Name Typed, Printed or Stamped) NOTARY PUBLIC ..\.\I:I"";'~f.:::::. Nancy A. Moody '. 'w COMMISSION II CC534806 EXPIRES February 21,2000 SONDED THRU T1lOY FAIN INSURANCE, INC, April 12, 1996 To Whom It May Concern: My wife, Velda Joy Dowling and myself, Christopher M. Dowling have a contract with Hawley Aluminum Construction for the building of a screen room around our pool and patio, The contract price is $3960.00. .~l.~"L~G/'__<-k())__~~/ Christopher M. Dowling Notarized By:J~Ouvvu-tfic1:-u ~ L~I/q0(p ~W~ b,r~ ~ To /m..e ' ",\tV p 0" "'<9<: OFFICIAL NOTARY SEAL : ~.'- '0 THERESA ANNE HICKlE ~ .! ~ COMMISSION NUM8ER 'A S CC364791 -!. OF F\.O(f. MY COMMISSION EXP. -, - '. APR. 14 1998 ............ /~,- (" ~ ~ SECTION /3, TWP. 26 5., RGE. 2/ E. ~~ .q~.... \ -- 0/ ,.. v , / ] ,II ,(;/ J.i'1 I Cl f Cl' ~ '" '" ~ \~ /)/ "'.JJ -'. ~ ~ ....~ ....~-\ ~ V SCALE - r = 20' 'l: ~ ~ ~ ~ ~-:--.~ ci v~ ~~ ~~ ::.;~ ~, ..,... :~. .ClCl .ClCl ~ ~. {S I l,' .~ I 0'00.1'--'0 0 vJ'~ '?;- '1.:<' -Vo o( (L , J'L~- -9, "6:V County suuc\'~ . \ '.......... ',,- , '7 ,/ CURVE DA TA i RADIUS > 255.19' '. , DELTA. 14"00'00" ,...... ARC > 62.35' -'- ........ ':"":h CHORD 6E.~O' ~ "~" 'liD. 8RG. = $, 55'0000" E. -<;:1<:), ~D_~ L9h.... ..rJ.y:On___ ^, ~(>:?'" . 'B-~c::<-<CO X) " .,~. .00 .00 ~ro ~. '\ cY' ,v ., / ---0-- DENOTES If?ON ROD FOUND c '" '- '-. '. DEscrn PTl ON: Lot G, MEADOWOOO ESTATCS, as per pl~t thereof recorded in Plat Cook 15, Page lOG, beirlCJ il replilt of Lots 1 thrll 8, ~ I 0 C kr~, Un i tOn e o.r Z e p h y r r i n r s, a s recorded in Plat Book ~, PilgO 27, r II b I i c r\ e c (H' d s 0 f r d S C () C 0 u n t y, F lor i d il . NOTES: I. No ajJparcnt ';IH'face cncrodchlllcnt'; ,'xcept as ;jhol'ln ~1l'rcon. 2. Dc~cription shovln hereon tllken ft'OIIl t-larranty Deed recorded in Official Record Book ]]9~, Page 249, Puhlic Records of Pasco County, Florida. 3. l3ectrin~Js shown h(~rcon hilS(~d on record pldt. ,1. This jJropcrty surveyed vlithout the bcnc'fit of d titlo search for casements, additional 1.:i(Jhts-of-\.jays or oUwr enclllllbronces of record not sl1m'/Tl hereon. 5. The lilnd shown hereon ilppcilrs to 1 ic in Flood Zone "C" according to F.! .R.;..1. Community Panel 120230 0450 C, dilted March ]'), 1(1)4. ~ ". "~ ./ EDGE OF I>1VM'l. ~-"" " ., El>GE OF flOVM'T. - ' , CERTIFIED TO: 8ANC80STON MORTGAGE CORPORATION SUNSTI\TE TITLE AGENCY, INC. A.R.T.I\. PHEPArlLD FOR: CHRIS 8 JOYCE DOWLING BOUNDARY 8 IMPROVEMENT SURVEY I.~G~NU 11',111- III0NI'I/'t,III0NflOD CM .. CON!,;II( 1 ~ M( )NI/MUII If) . fIHUUEHIVLOML~$U/lEMUH (1")- MEASU/lEMENrpWf'LM if.! P,). fOUNOINl'l.ACE t 't. . PIlO/'[RTY LINE. CEnTERLINE IlW - HIGftrOFWAV (OJ ~ MEA$UIlH'UlrrUWfEtl BEALL 8 COMPANY LAND SURVEYING :';UIW( yons CEnnFICA TE P,O. BOX 773 SAN ANTONIO. FLOfllDA 33576 (904) ~80-4147 Tlli:i curtlli~l~ thtll U $..HV0f of Ihu IlufUun dus- C/llkJ<.J prvperty w.\~ m.\lju ur'~'Lr my :"upclvbiofl iJnd IIU;'Jls 1:'\0 ~~lillllltlln 1 udlnll.:I,1 ~Iandi.t((j~ set lOll" by :110 i"lo/lJ" ['",,,rel ('I ~~nd Surveyols, pur- $U"1l110 Sue lion 472~~ridd SIJI~U;OS /1./ '~<2d: .. ,'Z2:?..., ,...,.....".f.",..::-....,.......,.... ...., ....... HOIW)A IlEGISTl HED /.AND SU~l\'EYOIl N.O....?ft/ ~:~~;~:t::;,:~..:;.,;~~ ,m;-~-'~~*-........_-- .:. I',,,~L." I'" o;~ .:/Q' I. . - ,,"~,..,., l'N:q \/.-\1 JD ~)rJLE:~~j If.H'HltHLU ~,~ -.\ r no ,.,. I - -- I ALUMINUM EXTRUS~ONS ~D CHART I ,I IMARK I I WT/FT I AREA I WALL t [@;E t I , I .f DESCRIPTION ALLOY I ~ =- STRUCTURAL ITEMS DESCRIBED (A) 1 x2 OPEN BACK 0.276 0.230 0.044 0,044 6063- T5 :~I B 1 x3 OPEN BACK 0..384 0, .320 0.050 0.050 606.3- T5 C .3x2 PATIO BEAM 0.681 0,579 0,050 0,050 606.3- T5 D 2x2 PATIO BEAM 0.518 0.441 0.044 0,044 606.3- T5 E 2x2 SNAP BEAM 0.54T- --0.461 0.041 0.041 6063- T5 I =-1 F 2x3 PATIO BEAM 0.681 0.579 0.050 0,050 606S~- T5 - -- --------- I G 2x3 SNAP BEAM 0,680 0,578 0,045 0,045 606.3- T5 ,-- f--o, 679 ~ H 2x4 PATIO BEAM 0,799 0.050 0,050 606.3- T5 I 2x4 SNAP BEAM 0.786 0.668 0,045 0.045 606.3- T5 '~ J 2x4 5MB 1,008 0.857 0.044 0.135 6063- T6 Kl 2x6 5MB 1,342 1.141 -- 0.054 0.1.35 6063- T6 L 2x 7 5MB 1.515 1.288 0.057 0.1.35 6063- T6 Ml 2x8 5MB 2.147 1,826 0,072 0.224 6063- T6 F' N 2x9 5MB 2..317 1. 9 70 0.072 0,:224 606.3- T6 0 .3x2 POST BEAM 0.800 0.680 0.070 0.070 6063- T5 I P 3x3 SCALLOPED TUBE 0.596 0.507 .045-.078 .D45-,078 6063- T6 .~ Q .3x.3-0.09.3 TUBE 1.256 1.068 0.09.3 0.09.3 606.3- T6 ~ R .3x3-0,125 TUBE 1,691 1.438 0.125 0.125 606.3- T6 '.:. S 4x4-0,125 TUBE 2.279 1,938 0,125 0.125 6063- T6 ::a ANGLES DESCRIBED (AA) 2x2x.125 ANGLE 0,569 0,484 0,125 0,125 6063-- T6 ::a AB 2x2x,09.3 ANGLE 0.427 0, .36.3 0.093 0.093 6063- T6 =a AC 1x1x.062 ANGLE 0.141 0.120 0.062 0.062 6063- T6 AD 1 x2x.062 ANGLE 0,214 0.182 0.062 0.062 606.3- T6 :a AE, 1 x3x.ll 0 ANGLE 0,.323 0.275 0.070 0,070 606.3- T6 ..=- RECEI-VING CHANNELS DESCRIBED :a (CA) 1.5x2.125x.062 0..362 0..308 0,062 0.062 6063- T6 CB 1.5x.3.125x.062 0.4.38 0..372 0.062 0.062 606.3- T6 =- (CC) 1. 75x3.2.3x.11 0 0,834 0.710 0,110 0,110 606.3- T6 -=- SUPER GUTTERS DESCRIBED (GA) -,--- 4" x4" EXTRUDED 1 270 1,080 0,070 0,070 606.3- T6 ::a (GB) 4" x5" EXTRUDED 1,358 1.155 0,075 0.075 6063- T6 ::a - :=- AEiD :3fu ~ ALUMINUM STRUCTURES MASTER PLAN 17 ) E~NC. @ COPYRIGHT AL. INC, 1994 - .- "'." MAXIMUM ROOF BEAM SPANS IN DECIMAL FEET SCREEN ROOF / SCREEN WAllS EXAMPLE: WIND 110 MPH DEFLECTION Ll60 POOL ENCLOSURE < -------1 COLUMN USED 1------------ > 8 'WAll ROOF (F) (G) (H) (I) (J) (K) (l) (M) (N) BEAM SPACING 2x3 2x3 2x4 2x4 2x4 2x6 2x7 2x8 2x9 USED PB SMS PB SMS 5MB 5MB 5MB 5MB 5MB 4'-0' 18.42 19.08 19.25 19.25 19.25 19.25 19.25 19.25 19.25 (H) 5'-0' 17.08 17.58 17.75 17.75 17.75 17.75 17.75 17.75 17.75 2x4 6'-0' 16.08 16.58 16.75 16.58 16.75 16.75 16.75 16.75 16.75 PB 7'-0' 15.25 15.58 15.75 15.75 15.75 15.75 15.75 15.75 15.75 8'-0' 14.58 14.92 15.08 15.08 15.08 15.08 15.08 15.08 15.08 9'.0' 13.92 14.42 14.42 14.42 14.42 14.42 14.42 14.42 14.42 4'-0' 21.08 21.75 21.92 21.75 23.42 23.42 23.42 23.42 23.42 I (J) 5'.0' 20.08 20.08 20.25 20.08 21.58 21.58 21.58 21.58 21.58 2x4 6'-0' 18.42 18.75 18.92 18.92 20.25 20.25 20.25 20.25 20.25 5MB 7' -0' 17.42 17.92 17.92 17.92 19.08 19.08 19.08 19.08 19.08 8'-0' 16.75 17.08 17.08 17.08 18.25 18.25 18.25 18.25 18.25 9'-0' 16.08 16.42 16.42 16.42 17.42 17.42 17.42 17.42 17.42 4'-0" 28.08 26.56 26.75 26.56 29.92 31.92 31.92 31.92 31.92 (K) 5'-0' 26.08 26.42 26.56 26.58 27.56 29.25 29.25 29.25 29.25 2X6 6'-0' 24.56 24.92 24.92 24.92 25,92 27.42 27.42 27.42 27.42 5MB 7' -0' 23.25 23.56 23.75 23.56 24.42 25.92 25.92 25.92 25.92 8'-0' 22.25 22.56 22.56 22.58 23.42 24.56 24.58 24.58 24.56 9'-0' 21.42 21.56 21.75 21.75 22.42 23.56 23.58 23.58 23.56 4'-0' 31.56 32.06 32.08 32,06 33.06 34.92 35.92 35.92 35.92 (l) 5'-0' 29.42 29.58 29.75 29,75 30.56 32.25 33.06 33.06 33.08 2x7 6'-0' 27.56 27.92 27.92 27.92 26.75 30.06 30.92 30.92 30.92 5MB 7' -0' 26.25 26,42 26.56 26.56 27.25 26.42 29.25 29.25 29.25 8'.0' 25.06 25.25 25.42 25.42 26.08 27.06 27.75 27.75 27.75 9'-0' 23.92 24.25 24.25 24.25 24.92 26.08 26.58 26.58 26,58 4'.0' 38.25 38.58 38.58 38,58 39.42 40,92 41.75 44.25 44,25 (M) 5'-0' 35.42 35.75 35.75 35.75 36.58 37.75 38,58 40.75 40.75 2x8 6'-0' 33,42 33.58 33.75 33.58 34,25 35.42 36,08 37.92 37,92 5MB 7' -0' 31.75 31.92 31.92 31.92 32.58 33,58 34,08 35.92 35,92 i 8'-0' 30.25 30.58 30.58 30,58 31.08 32,08 32,58 34.08 34,08 9'-0' 29,08 29.25 29.42 29.42 29.92 30.75 31,25 32.75 32,75 4'-0' 41.92 42.25 42.25 42.25 43.08 44.42 45.08 47.42 48.42 (N) 5'-0' 38.92 39.08 39,25 39.08 39.92 41.08 41.75 43.58 44,58 2x9 6'-0' 36.58 36.75 36.92 36.75 37.42 38.42 39.08 40.75 41,58 5MB 7'-0' 34.92 34.92 34.92 34.92 35,58 36.42 . 36.92 38.58 39,25 8'.0' 33.25 33.42 33.42 33.42 33.92 34.75 35.25 36.75 37.42 9'-0' 31.92 32.08 32.08 32.08 32.58 33.42 33,92 35.08 35.75 INTERPOLATION BETWEEN VALUES IS PERMISSIBLE ~ 52 ALUMINUM STRUCTURES MASTER PLAN ENGltEERING,INC, @ COPYRIGHT AL. INC, 1994 ;; a c 'I: C C C G C C iii C I:i II Ii G Ii Iii I: I: ~ c: E ~ C I: I: I- E _ ~'!c,~~:~~.::::::-.-~-,,!::~~~~II 'l'llll ..iJ.tt.;.~. .,... M,l,tl~ ,J~Jh'l!'~~'l' - ,;~.,,'. ' "- ~g ,=iJ ~ ~ ~ ::J ,~ ::J :0 ~ ::I ::I .=S ::I '0 ::a ';:I .:1 :I .:3 :JI ::a =- =- ::a =- =- :a .=- :S' I BEAM TO GUTTER DETA~L~ ~ ~ 2" x ,075 ALUt.l ANGlL CLIP (1) 0 EACH BEAt.l LDCA TION (2)~"0 SlAS /1 //~.. . (4)- "2 x 3/4" Sl.lS INTO GUTTER (I" l.lIN // //' / 7' "l.lB SLE SPAN CHARfS ///...-/ .--/ 1 ~-- (4) #17 , 3/4" Sf.lS EACH S1DL _ ~ ,8 St.lS THRU CHANNEL INTO BEA~I o "- 4-" SEE GUTTER 10 FASCIA DET AILS ---------- 2 1/8" , 1 1/2" REC, CHANNEL ,062 SEPARA TION) ---1 STRUCTURAL GUTTER L- OPTIONAL BEAl.l CUT ~ .......,., 2" , ,075 ALUf.I ANGLE CUP (1) 0 EACH BEAt.l LDCA TlON 2" SIolB SEE SPAN CHARTS ,093 ANGLE SEE GUffiR TO FASCIA DETAILS (2)-"0 St.lS (4)-110 SMS INTO BEAt.l ( EACH SIDE) (2)-1'2 , 3/4" SMS INTO GUTTER (I" f.lIN, SEPARATION) 68 SMS THRU CHANNEL INTO BEAll 45" 2 1/8" , I" REC, CHANNEL ,062 2" , ,075 ALUt.l, ANGLE CLIP J (1) 0 EACH BEAlA LOCATION / ~--~---, ~ SEE GUTTER TO FASCIA / DETAILS / f / - - - - ---1 2" 5MB SEE SPAN CHARTS 445 2 , 2 INTERNALLY FASTENED TO BEAt.l 'MTH (2)-1'0 , 1 1/2" SMS (4)-1'2 , 3/4 SlAS EACH SIDE (4)-(12 , 3/4 St.lS INTO GUTTER (1" MIN, SEPARATION) 2 1/8' , 1 1/2" REC, CHANNEL ,062 2" x ,075 ALUt.l, ANGLE CLIP .-/ (1) 0 EACH BEAIol LDCA TION / 2" 5I.4B SEE SPAN CHARTS ~ .......,., DOOR JAt.lB INTERNALLY FASTLNED TO BEAlA 'MTH (2)-110 , 1 1/2" SlAS - -, SEE GUTTER TO FASCIA DETAILS 445. (4 )-112 x 3/4 SlAS EACH SIDE (4)-"2 , 3/4 SlAS INTO GUTTER (I" IolIN, SEPARATION) 2 1/8" , 1 1/2" REC, CHANNEL ,062 NOTE: AL ENGINEERING, INC DOES NOT WARRANTEE, EITHER EXPRESSLY OR It.lF'UED, THE STRUCTURAL INITGRITY OF THE EXISTING STRUC11JRE STRUCTURAL GUTTER ~ ALUMINUM STRUCTURES MASTER PLAN E~ tIC, @ COPYRIGHT AL, INC 1994 49\ .~;r.;.1'1'l8:.I:''>><~l =:J.. TI~;::::;~~r.i!J:W'n " T-J :a :3 ::I :;a :3 :3 :3 :3 =- :a :31 :3 :a :31 :II :\I :al :3 :a =- =- I 31 3! :L~ 311 il 3~ ~ ;t.., ~ ~ [iiDE 'WALL COLUMN-TABLE J ~ RlJ:F BEAM _l -T t HEIGHT , NTE 72' I / HEIGHT RIDGED BRACING ElU'H'U T, 1-- GABLE -I MANSARD lb MAXIMUM COLUMN HEIGHT IN DECIMAL FEET SCREEN WALLS 13 PSF - SCREEN ROOF 7 PSF WIND LOADS UP TO 120 MPH (D) (F) (G) (H) (I) (J) (K) (L) (M) (N) SPACING 2X2 PB 2x3 PB 2x3 SB 2x4 PB 2x4 SB 2X4 5MB 2x6 5MB 2x7 5MB 2xB 5MB 2x9 5MB 3'..()" 9,75 13,00 13,33 16,00 16,50 18.50 X X X X 4'..()" 8,67 11,67 12,50 14,50 14,33 16,67 X X X X 5'..()" 8,00 10,83 11,50 13.00 12,83 15,50 X X X X 6'..()" 7,33 9,83 10,83 11,83 11.67 14,50 19,33 X X X 7'..()" 6,83 9,17 10,17 11.00 10.83 13.67 17.83 19,67 X X 8'..()" 6,33 8,50 9,67 10,33 10.00 12.83 16,67 18.33 X X 9""()" 6,00 8,00 9,17 9,67 9.50 12,00 15,67 17.33 X X INTERPOLATION OK l~HAIR RAIL CONNECTIONS DETAIL CD I^ , /1'" Rl"Ct:V\"; CWJI"n. WI". :t' W/ 4 "0 SOlS / 1HTCN0ft ~ ASltHNO Z "0 ~ 1 1/2 SNN> OR _ S2I:T1ONS -1 I"TrRIClI 'V" CHANNn. W/ . "0 SWS EXTER I DR @ CHA III RAIL 11 CONNECT! ON INTERIOR @ CHAIR RAIL CONNEC T ION 12 [NTERlDR CliAlR RAIL C IJNNECTI ON @ ALUMINUM STRUCTURES MASTER PLAN ENGIf.EERING, INC. @ COPYRIGHT AL, INC. 1994 31 I 1<"" ""~CJ:~.3ilIIrli:'''~~U.''''''''''''7.a:;;.~,,-.~.,... . . .... ~l 1I~; [ "--~ ..~, t ~~..' :~~~ "lh".", "'''''J rl'AJ. f.:.~ ':'"'.,.... ;r~ ~] :::1 '::1 :~ '''''1' "'"d1 ''''.. ,.:-:..lI '::I ::J ""... .~ ::J :;:1 ::J ~ :a ... ~ =.--. =- =- =- =- :JI ::a BTG ~II ~--_.---- I BEAM TO GUTu-ER DETA~LS 2" , ,075 ALUM, ANGlE CUP (1) 4) EACH BEAM LOCATION (2)- '10 Sl.4S (4)-'12 , 3/4" SMS INTO GUTTER (1" MIN SEPARATION) 2' SNB SEE SPAN CHARTS -- -..." SEE GUTTER TO FASCIA DET AIL S (4)-#12 ' 3/4" SMS EACH SIDE -~ '8 Sl.4S THRU CHANNEL INTO BEAll 2 1/8. , 1 1/2" REC, CHANNEL ,062 STRUCTURAL GUTTER -- -..." 2" , ,075 ALUM, ANGLE CUP (I) 4) EACH BEAM LOCATION 2" SIotB SEE SPAN CHARTS ,093 ANGLE SEE GUTTER TO FASCIA DET AILS (2)-'10 SlAS (4)-'10 SlAS INTO BEAM ( EACb SIDE) (2)-'12 , 3/4' Sl.4S INTO GUTTER (I" MIN, SEPARATION) 118 SlotS THRU CHANNEL INTO BEAM 2 1/8' , 1" REC CHANNEL ,062 2" , ,075 ALUM, ANGLE CLIP J (1) II EACH BEAIot LOCATION ./ 2' SNB SEE SPAN CHARTS 2 , 2 INTERNALLY FASTENED TO BEAM 'MTH (2)-'10 , 1 1/2. SlotS SEE GUTTER TO FASCIA DETAILS (4)-'12 , 3/4 SlAS EACH SIDE ----(4)-112 , 3/4 SNS INTO GUTTER (I" MIN, SEPARATlON) 2 1/8. , 1 1/2' REC, CHANNEL ,062 2" ,075 ALUM. ANGlE CLIP (1) Q EACH BEAIot LOCATION // ./ -- ~ DOOR JAMB INTERNALLY FASTENED TO BEAIol 'MTH (2)-'10 , 1 1/2. SIolS 2" 5MB SEE SPAN CHARTS - -r SEE GUTTER TO FASCIA DETAILS / (4)-#12 ' 3/4 SMS EACH SIDE (4)-'12, 3/4 SIolS INTO GUTTER (1. IolIN, SEPARATION) ---- 2 I/S" , , 1/2" REC CHANNEL ,062 ~smUCTURAL GUTTER NOTE: AL ENGINEERING, IlK DOES NOT WARRANTEE, EITHER EXPRESSLY OR I Iol PLI ED, THE STRUCTURAL INTEGRITY OF THE EXISTING STRUCTURE ~ ALUMINUM STRUCTURES MASTER PLAN E~ tIC, @ COPYRIGHT AL. INC 1994 ~ .1, i /~. } 45' ~5 ~, } 45" ~, } 45" 49 '~"Y""" ."..........-.,.y..,...~ ,~.........L4.....~ :;II::.; '~)h'::".':"'..-~.fIrJ1"l"r.~. ~,_........., ~,,'-, , ~I }; ~;I JtII , ~ ~ I iPse I PURUN / ~EAM TO BEAM CONNE<?~ON- ~~T AILS I 2 x 2 PURLlN, /"~3 x 2 -', -~~ TYP TYP, 5MB OR SNAP BEAM (2) - #10 x I 1/2" SMS IN TO SCREW BOSSES 2 x 2 PURLlN, TYP, ~R.3X2 1.2 - #10 SMS OR (2) -=--1~~~ " \NTO EACH SIDE OF PURlIN )~ / " -I /;.-/._;: m (2) - 1/10 SMS INTO 5MB OR SNAP BEAM - EACH SIDE TYI', 5MB OR SN AI' 8LAM I 1 2" x 2 I 8" x ,062 RECEIVING CHANNEL wi (4) -- 1/10 SMS INTO BEAM & (2) -- 1/10 SMS INTO BOTH SIDES OF 2 x .3 PB I II 2 x .3 -- ,050 PB TYP, 5MB OR SNAP BEAM IY w TYP, 5MB OR SNAP BEAM ( PRIMARY BEAM ) 1 1/2" x 2 1/8" x 062 RECEIVING CHANNEL, TYP, i " '.... J ----'-c:,- ,,----- --~~ ~ / " --t "'" I ""- '........., I \ .~. -- ---,..>, -- x 8 10 \ II II '"'-'1''''' "'~~~ i, 2 x 9 10 "~ l t J--:'l--~l',- '" >cWOW co, ""''''' ~MB OR SNAP BEAM -- ( PRIMARY) \; TYP SUB PURlIN - ( SECONO~ I :,/ o 0.. ~"'Jj2-0 o 0.. ( SECONDARY) PURLlN BEAM 1/10 SMS INTO PRIMARY BEA~I 5 1/10 SMS EACH SIDE OF PURLlN BEAM ~-~~_.- .3 2 ) 4 ;,' , S 5 .l 2 x 6 7 4 .2 ) 7 8 5 s 6 ~ ALUMINUM STRUCTURES MASTER PLAN E~ tIC. (0 COPYRIGHT AL, INC. 1994 ~ " 1 ~ It e ~ tJ 1 ~ ~ 4Q ~ ~ ~ t ~ ~ "..:? ~~t-.::: ~~ ~ \~ ~ t ~ " r!' ....... - ~ r ~~"' : ~ ~I L __I ':::-1 ~ ( C'" l.. ~ ,'\. ~ ... ~ ... . -c: " i ~ '" ~ ~ ... ~ . ~ ~ / ... ~/ .Qo > '" ... ~ III / /' \ ,./ ..... Florida Lie. RX0034241 Serving E. Pasco Since 1973 I POOL ENCLOSURE SPECIALIST I 32818 Peachtree Lane · Zephyrhills, Florida 33544 · 904-588-2775 CONTRACT PROPOSAL Patio Carport Repair Pool Enclosure TO BUILD AND INSTALL ONE "A" FRAME STYLE POOL ENCLOSURE OVER EXISTING ABOVE GROUND POOL POOL ENCLOSURE WILL BE BUILT TO MEET OR EXCEED ALL STATE AND LOCAL BUILDING CODES. ENCLOSURE WILL HAVE TWO DOORS AND SUPER GUTTER WITH TWO DOWNSPOUTS,ALONG WITH SIX STAINLESS STEEL CABLES. A CONCRETE FOOTER BUILT TO CODE WILL BE INSTALLED AROUND EXISTING POOL AND WOOD DECK. THE POOL ENCLOSURE WILL BE BUILT TO SPEC'S ON DRAWING NUMBER 0011696 BY HAWLEY ALUMINUM 4/1/96. ---- ~_ A;;/%' ~ 1J...'f II ~ 1l-1-/i-- {:iJ'i'rI'-J.::T-./bc:?fO--J .("~ )otJuijt:-- ~ 'tWf~ $4,150.00 $4 ,580 ...DO $5.320.01) ---D..eI . " B " -OPT. "C" J;s;W1 ~ ~.JF w~ _ ./'_ <'l.L.~ JI{J ~T- 51'(P& ~ ?TV 11 Name MR. & MRS. DOWLI~ Address 39764 MEADOW~ LOOP Color Doors Chair Rail Post Beams Gutter Downspouts Roof Height Width Length Kick Plate Florida Glass Screen Pet Door Rescreen Cables Concrete Repair PLOT PLAN & PARCEL NUMBER Phone _782-3972 County PASCO WE PROPOSE hereby to furnish maler1al and labor - COlT4llete In accordance wlh lIbove spec'lceIlons. lor the sum 01:") 9' ?cJ vY- AS NOrm AROVF dollllrs($ J _ payrnen"Obemadeaslolow~ ~ ~ ~, /9/0~~;;r --# pN 4Pflf AI maler1a1ls guaranteed to be as spec'led. AI work to be COlT4lleted In a workmanlike manner according to standard practices. ~or devlallon Irom aboIIe epecllcatlons involving extra costs wi be executed only upon wrlten order8. and wi become an extra charge over and a:'te ~~e. AI agreement contingent upon strtk s C?" delays beyond our control. Owner. to carry lire. tornado and other necessary Insurance, Our workers are luly covered by Wot1unen's C __-'-' ,- .-,- Authorized Note: This. pr~ mat. be wlhdrawn ~ us . not accepted wKhln Slgnllllure ~X. NEXT pRICE INLREASE ACCEPTANCE OF f,lijOPO - The above pr\ce8, spec.lcellons and conclllons are 881lslactory and are hereby accepted, You are authorized to do t~e wo spec'led. Payrnenrw1l be made as outlined above. Final payment shill be made at time 01 C~lon ot work, Failure 10 C IV may resul In legal act , ' Payment 01 any and III ~ action necessary wNl be paid by the owner. No service nor warran work WIII~ pert rood IiL~. payment has boon de, Dale 01 Acceplance /-tf p-. t t,..- Slgnalure_ .~ J1.~~Z__ Signature