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Home My WebLink About00-9539 BUILDING PERMIT CITY OF ZEPHYRHILLS (813) 788-6611 Permit 09539 elf J/ou Date Ill. ~ BUILDING ,," c)u ~.'>.'- ELECTRICAL PLU~NG ME~NICAl Sewer Conn Water Conn: P,"perty Owne" ~r..^d If"r; t.." Job Address: ~.., , 5 Ne..~...d(" C,lr"\oo\ Av~. ParceII.D.# "5'1- 2(- 21- 00,0' tl(~OO Water Meter: T.I.F.'s: Zoning: Energy Code: DescriDtion of Work L.c...rfor) ,.5 (..#(? e.t 6/ B' Radon Gas: "..~ (, {'o ()....., ~..... uhl .. +y iO<:J~ FINAL /--- / 9~ t!> (:) DATE NO OCCUPANCY BEFORE C.O. Complete Plans, Specifications and Fee Must Accompany Application. C.O. All work shall be performed in accordance with City Codes and Ordinances. DATE Inspector ;2.K Permit Fee ~ ~. ~ Signature ~ A a~.p I Company Address ./ Telephone# 7f2--1 Dt.- if Valuation or Contract Price ~1\\. ~ City License Registration # State Certified License# w (..,,~ \+. ~~ F/kc.. J~ l~-7 \ M~~HANICAL BUILDING ELECTRICAL PLUM8 NG Ftr. Tp. Servo SLB Breakers Pre SLB 6-1:5..00 "sIC Rough In Tub Set Ducts Insl. Lintel Meter Can Water Compresso\ FRM. Canst. Pole Sewer Final , Insul. CL WL Final Pool Pre-Meter 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 ($ 25.001 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. 05/19/00 FRI 15:28 FAX 813 782 3966 GRAND HORIZONS HOMES ~OOI B&H CONSTRUCTION 01 CENTRAL FL. INC, 4025 Monis Bridge Road fREE ESTTMA TES ZephyrhiDs. 11. 33543 J .800-224-1206 @ Licensed-Bonded-Insured .. S~.. Steps · Room Additioas- Aluminum4CoDcrete , lQt ~ / ~~ . Subdivi$iOD . G*. Avd ~~, ZOI4J Up It) G'....c.e,__ P..c CQlor Trim Color Beam Color All alwnltlum rOOD in~ludc:: Pans, Trim. Outt<< DcwtUpOUU. hJ PO$t$. 2x4 bcIms aod $biDaJe f1&sh. .J.E...h.nsl..~.]t L,.",&..Zi2.Sq Pt x 2.75. 3.1' - _pans_Ft L,JftL-Sq't l( 2.1S - 3.IS __Pani_Fr L,mg_Sq f( ~Z.7S - 3.1~ _._Pan'_Ft Lnn&-Sq ft lit 2.'15. 'J.l' V.lance_Fnmr._RMr~lJF lo( 3.64 Gun~r on Homc_ '-(:) UF x 3.15 Crable Beazb Work .m Front Load ~119.60 2x 7 SM &earn LIF x 4.6' 2..9 SM Beam UF ~ 6.16 Ac~ Door EA l( 6240 Mise -- SCREEN ROOM.WALLS Lap Kl'Ll:. .. ~ + __ ~ _ "'~UFx 23.92 Screen Door tncludt!s: CIO:Ier il/'ld Tbreshold-- --L-EA x 7..00 Gable Fill - one sidt: "_'n L.1F lI. 12.48 Insul.r~ Kid( Pllre-u.__ "Uf x 3.00 Fan Beam (Nor Wi:red)-~ ){ 52.00 UTILITY ROOM f'an Shed + .. ~ - lIF x 28.08 With 2~~ ~2"4 Wood Studs 16"OC L:tp E '(ler 1A ... L · a... + _ ~ Jl..LIF x 21.0' Eli:..ir Door and I Windo-...J-. x 124.$0 Double Eliltlr Door- I Window )II )48.40 Slider Window (Ex.tra)---~ I ); 46.80 Blolg Shield..--........--.-- ---L Uf x 4.16 Mi~ VTNY L. ROOM W All..S Vinyl W_Us_ + _.-+ _? _"" _UFx_ l"slde Kick PIa1e.--.---- LIF'1C 4.45 Lap Top in~ide and .~, ------_VFx I 2.48 FIQrida Glass--------.- UF x 8.32 lnsular~ T"p and 8ottom-----_LIF x 4.45 ~ In.;lud<< (2) 1 'Treck Units Threshold Ill'Id Cl~---_EA x 119.60 Mi~ " Glass Room Walls SiDclo KuDi Windowl _M l._ Walbi + + + .. 1.JP lC Jl~1Dsu1.tcd Roof + .. UF l( _ MJ~ . :JI'fS"~ Lap SidiJaa-- --LJLLLIF lit 6.Z4 It".z..l._.u .'HaoclbiWle--- --_LIF ~ ".60 Sb!p Railing EA I( 72.80 Oar..., Door----_-_- I( EA lit I~/', tV" Genge Door Header.--- ----x_fA)( _J~<<I MiK: AlUMINUM TOT At .s.:.-r If-, QC gq$.~ "JUtf LA Concrete and Brick Work Patio Slabo-----.---L.x /1. .. ?~ Sq Ft I( 2.00 PalloSla1>--.---.-Lx IJ:.. :e~Sq Fl X 2.00 Patio S1.~------~x..L.l....." ..&.r&.Sq Ft X 2.00 Side Walk ~)(1L -..tt-Sq Ft x 2.00 Driveway ..LL.-x ~ -1iY- 50, Ft 7, 2 00 "CAlftllt>R( -.:lL-x...LJ- -JZL.Sq Ft x 2.00 Au:Con~ti~er Slab_x_- _Sq Ft l( 2.00 RaisedUhhty Area--_I )/2"~) 112" 30.00 Rai...s Patio 6 Cowsu_x_. _Sq f't x 6. 7~ Raised Patio 6 Courses_x_ eo_50, Fl x 6.75 Over6pvftperCours_x_=_UF lC 1.'0 FOOf<< (ld2 Jteinforced)--...--~~lh It 3.50 Footer (Skirting) ---~-~---.---~UF x 2.50 I TnadStep---~_____ fA l( '&.00 2 TrcadStep :LEA It 116.00 rr..-a Step--------_ _ EA ~ 174.00 Sl:ep ,l.u-orm --~.. _ EA II 11 ~ ,00 Bride SkiniD. Max S Hi&h Owl' S per ft per ~ ch"-S. _ LIF '.It 1.60 . SpUt Brick Air Stac:k-----.-- _l..If x 8.00 Split Brick Solid-.-- _J./F l( 9 00 Onr S p.- ftoper CoIne c:htrp _LIF l( 1.80 Fill Dirt .. .. - Loads x Pnuat --_-==-____= Mbc: - - . Slid i XI- -.. --- C1/('~ I. I. Con~rete p..tz !': s- /9-=..a...O "';;;::::rnum ~)( 'To 71..r-~.FR.r ~~ Tu 6ot1V6,,:V~.~/A/9- Tot&J 1.f7I~C(i' 7~JD(} Jj"',~ U. ',TJI' AJt -.ort'~l, t.DCI.......II. ......-s.. _~...; fDfANCI ~B or I."'", -..dI ";1/"_ 011.11 ''''paid ",-,,_II ",.".,.,..ulMJAI. PD.alNTAoaMrloP ,,~~.. .~'... U'~ IQ Cl)1I-. l.d Io'IlO~.::I /"'/z 1)4 /9'..J..~ 31~.,,() /U lit) I /P~'I, 1:'(1 7~ c;IID 30,0(> Uff. t)O 1':;'7a~o -2~.~ 3~qe1 .$$I/:>,oo 8'1S7,oo ~""0c; 'v OOOC-6 I -5 ~. v, / 111111111111 1111I111111111I1111111111111111111I1111111111111 2000066842 Rept: 416767 DS: 0.00 05/30/00 Ree: 6.00 IT: 0.00 _____ Dpty Clerk JED PITT"AN~ PASCO COUNTY CLERK 05/30/00 1" : 2~m 1 of 1 OR BK 437't PG 1958 NOTICE 01' COf.o.mN'qEK/!HT StAtII)t Ft-O/lf /)A County of fA ct,4G~ 7U8 lIWnCRSICiHCO horeby 9ivo. notioo that impC'ovomont w111 bo m.d. to cHt,)in rl,)l prQPlrt.y, and in .ccot"dano. wJ.th Chapttt" 7lJ, rlorida StotuteD. the rollo....i.nC) lntoem.tion it prov1d.d 1n thh Not1c. of CO/MIOnCnl/lCllt.: I . pnoel Ho, 3if-z,'i -1-{- CDI D - 01 300- 0 I 0 <'0 vF-". LDl D . prop.r y an ,r..t a tl 1 ' '. Cenf,.1 O,scriptlon of laprov...nt AL.t/ M.I Nt/JIll\. PA- Ctc:.A c;e . ). Olin'or lntnrnlltionl Hamo ~I? I-/oru 2DN M, It. f t.dcJr..s>?1/~ ""~f1M A~City zflli,(flH-fV-~ Stlt. FL. J ntICIS t in Pr.uptl:ty I N.MI ot rl. S1mpl. T1tlohold.rl (It othlr thtn ownor) Addre.. . . City, St~tc R~' Cont r.ctor: H.:lme l3! U {{)N~r(lO( Ttof./ of CElvrfA-'- ^ud"u402~ moflJ2tf Ee(f)GGIfJ.'ty 2EfHVflJ/.tU-.S StHe t=L. t=f... ')S5'f J s. 5 u ( C t y: H.:l In e Add co II C1ty StAt' Nllount ot Bondi $ 6, LlInder: HAme 7 . Aduroll City Ploon. within tho Stat. ot FlorJ.da not ielS or oth.t" document. may bo 71],1]( Il(Al(71, 'lorl~a Statut.., Steno d..19nated by Ownor upon w!'.c:n ..rv.d a. provided uy SeC~lon HIIITIO Acid.r.., CHy St,aof 8. In Additi.o.n to hLmllU, Own.r d'odQnat.. ot to roceive 4 copy of t~t Lilnoc', Not1cI ., prov1dod 1n Seot.l.on 71J.1J(11(b), rlor.do St.tll~CI. Y. r.aplrlll,,jr.ln dlltl ot Hat.J.c. oC COlllmlnO./lIon\,o,(t.h. l"pLc.t1on d.)tu l. I y~"r tC?/TI thl u~to ~t rucordinq unl... a diff.rent dAte i. 'pecitled, I Sworn to JttI/> 2a:r;,J. NOt,)ry PlIbl Lc: &~ /J. ~ /'I.~.CO/l"nl D' ion tx..pl rl' I .. . eruce A AIbII fe4t1roi cornnDl\Oft CC78R'1 ,tI!.1 ElqlIrea J\Jl8 22. 2002 APPLICATION I'OR PERMIT CITY 01' UPHYRBILLS BUILDING DEPARTMENT DATE :RECEIVED $'-.$ /- 0 U PLANS REVIEW I'EE OWNER'S NAME 0/44Pf} JOB ADDRESS 3'7 Lfls ~f0( 2o,v fr/{-I.f. fV8Jkof'/l.. 4v~ /.-or I Dh PHONE 712 - I[)~ c( SUBDIVISION GI.AN~ /.IoILf 2o;V LEGAL DESCRIPTION: LOT(S) BLOCK PARCEL ID # '~lf-2~ --11-0010- 0(300 - O/c0 (OBTAIN FROM PROPERTY TAX NOTICEl WORK PROPSED: ~W CONSTRUCTION D ADDITION DALTERATION D DEMOLI SH DREPAIR ~TALL D SIGN PROPOSED USE: DSGL FAMILY DWELLING D COMMERCIAL D MOVE DMULTI-FAMILY DINDUSTRIAL D# OF UNITS D SWIMMING POOL D MOBILE HOME ~R ,41-1/,#1I,vUJY'l CJ RESTAURANT & HEALTH DEPARTMENT APPROVAL DESCRIPTION OF WORK {/.-(l{JOM ( BUILDING SIZE /2 (< !;f cA!Z.PtJ/,- II , SC-It4.!tff 12 O'lJrv'l SQUARE FOOTAGE Iv~r~ 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 FORMS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. ~ILDING ~LECTRICAL PERMITS REQUESTED $ f9tl.({)O VALUATION OF TOTAL CONSTRUCTION AMP SERVICE D FLORIDA POWER D W. R. E . C. WI/lI3 t II-~ f) D PLUMBING D MECHANICAL $ VALUATION OF MECHANCIAL INSTALLATION D GAS D ROOFING D SPECIALTY D OTHER TYPE OF CONSTRUCTION: D BLOCK D FRAME D STEEL D OTHER FINISHED FLOOR ELEVATIONS IS PROJECT IN FLOOD ZONE MEAD YES D NO SIGNATURE ILu A- ~ COMPANY 3tH- CON~Tllu(..n ON or;. a5f/f1liI-<- pc. STATE CERT OR REGIST #('~Co51]7 <Pz. CITY PROCESSING # ~ BUILDER ****************************************************************** SIGNATURE /;t M/ il, fYfti/2 COMPANY fleE &uGt()...lC STATE CERT OR REGIST # CITY PROCESSING # / 1"7 ELECTRICIAN ****************************************************************** SIGNATURE COMPANY STATE CERT OR REGIST # CITY PROCESSING # PLUMBER ***********~****************************************************** SIGNATURE COMPANY: STATE CERT OR REGIST # CITY PROCESSING # MECHANICAL ***************************************************************** COMPANY STATE CERT OR REGIST # CITY PROCESSING # OTHER SIGNATURE ***************************************************************** CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS The undersigned understands that this permit may be subject to ~deed restrictions" whic~ may be more restrictive than City regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner has hired a contractor or contractors to undertake work, they may 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 may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the City of Zephyrhills Building Department, 813-788-6611. Furthermore, 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 the~ will be responsible. If you, as the owner signs as the contractor, you are indicating tha1 you, rather than the contractor, are responsible for the work. If the contractor wishes you to sign as contractor that may be an indication that he is not properly licensed and i: not entitled to permitting privileges in the City of Zephyrhills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTUION 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 - Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other that the ~owner", I cerify that I have obtained a copy of the above described document and promise in good faith to deliver it to the ~owner" prior to commencement. E. CONTRACTOR' S/OWNER' S AFFIDAVIT I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning, and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other governmental agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take tc be in compliance. Such agencies include but are not limited to: *Department of Environmental Regulation-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment *Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses *Army Corps of Engineers-Seawalls, Docks, Navigable Waterways *Department of Health & Rehabilitative Services, Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks *U.S. Environmental Protection Agency-Asbestos abatement I also certify that, if fill material is to be used in Flood Zone ~A" or ~A,etc.", it is understood that a drainage plan addressing a ~compensating volume" will be submitted which is prepared by a professional engineer registered in the State of Florida prior to permit issuance. A permit 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 permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction, or violations of any code. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of issuance, or if work authorized by the permit is suspended or abandoned for a period of six months after the time the work is commenced. One 90 day extension of time may be allowed for the permit with fee charge of $15.00. The extension shall be requested in writing to the Building Official. An approved inspection must be logged during each six month period, or the project will be considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOBS UNDER $2,500 IN VALUE DO NOT NEED TO RECORD AND POST A ~NOTICE OF COMMENCEMENT". tI^P413~-u U - jJ~ SIGNATURE, ,9/"'ER OR AGENT SIGNA-:;'~ONTRACTOR STATE OF FLORIDA P, COUNTY OF 'A-~ (6 The foregoing instrument was acknowledged Be~me thish day.... of M ,()'( , ~-2;)oo by (JAJe,,(:.- ,. :5BkL ~ame of person acknowledged) [YWho is personally known to me, or STATE OF FLORIDA P /' CO COUNTY OF tb The foregoing instrument was acknowledged Before me this ~day of M IJ '( , ~oo by .f;(J (JG(:: J+. If- S I3r:: L ~ (name of person acknowledged) ~ho is personally known to me, or o who has produced (type and whoO did (9"did not ~ A.aJuO Signature of person taking acknowledgement of identification) take an oath. Owho has produced ~e of identification) and who Odid [ij:I1d not take an oath ~ .uf" A. ru..i2 Signature of person taking acknowledgment Name typed, Name v/'"' ~\IV; . f) '\.) . \ 3 c- [J; C~N<ST(2~c Tl (fi~ 37/-h'5 Nfi-u \~.'t. t1 Vi. SQ. FEET. PRICE MAIN OR LIVING AREA .. OTHER AREA UNDER ROOF OTHER ~ . .:::> ! i . .. . . ftU\L.'l ~Il..tcri . 1 ,;> BUILDING: Il,5c ELECTRICAL: 2-"S. o"~ PLUMBING: f'J~ MECHANICAL: p)-t- G~'la SC. f,(... RADON: ro5'1o CREDIT: pJ SEWER: tJh , WATER: ) TOTAL: J T.I.F'.S J.lh , 'iL/1. vG /, I ; ; . --c; f'AL -=:- 'f< ,. c ~o .~l / i P- I' ,1; I IJ.' -1< /0 ).9' I , It/ ~ ~/ , /1'1" b i Lt: HoJ"lc PA;IO """ + ~I.I'--. (J ..., ~~ ~ 4.J ~~ , ~ .z. I 3' .. .5.1r~ J ~ ~ ~"\ ~~ ,,-~ .. ~ 4j 5c..~tf'cl(/ ~~ \{j ,(J e7d II<( ~'r:\ I /09 ~ ""~~ ~ ~ ~\ <c::) ~ t I ~~......" () ~~~ ~ ~ '\. I ~,~ lol.l ~/ ~...... \G i1 V) / J7 1< ~ 0 ,I\) ..... I(;: " ~ .J9' ~ ~ - " v h. ~ ~ ~ ~ "-J ~ >r / 5'f. ~~ V\ t ~ "'- ;::r. () ~ ~~ '" ';)-. \ ~ ,,~ Ilj ~CI') ., _~~;ilJ .\Lf-~~:':' Cr: \ ! , 10 " /g> OR /v e wy .1 I f,,:/F wl'tt/< ~O" / 107 ~ ~ \J ~ ~ o ~ ~ ~ ~~ " ~o-.... ~~ "- ~ ,~ ~ \~ ~"" l+-- '~ -4 A~ ~ ~ ~ ~~ ~ ~~~ 4 "l ...... \... ~ ~ ~~ ~r-..... ~ -........... ~ ~ ~~I ~ ~' .......... ........ ~ ~ " , J q,~ ~ ~ c:.--~ - '- ~ --..... " V ~ '- l -+.~ h: ~ '- () -~ ~X '~ ---L ~~ '1< .......cl ---- '>1 I .~ ~ "'" ~ \{) \~ ~ ~\{) ~ I \ { "' "- ~~ ~ :::I IlJ ~ Ie ,~ ~ "- <1"-., "- $j \v 'l)\t) V ,,() ~ \{) ~ I I ~''''l ~~ ~ ~ ~~, ~ $ ~~ It) ,\"J ~ '"' ~ ~ l.(j )~ V) ~ '~ \) \.(j V\ "'- ~ ~ ~ ~~ ~, ~~ \.~ ~ ~~ ~~ ~ --l a ~ ~~ t-~ \0 ~ ~~ 'v ~V) ~ ~ K~ .", ) "....... ~ <) ~ ~x , ::).. ll..\ ~, ~ ,,\"'1 '- ~ ~ '- ~ ) ~ " ~ ~-;: " '- ~ " ~ -+ '9 --L k \~ ~ ~ I ~ ~ ",,- ~~ "'" ~ ~ ~ ~~ ~ \J ~'-~ \() '''t) " V') '~ '- ~ ,~ \J ~ ''-J .~ <t ~ .~ \~ ~ ~~ ~~ ~~ ~ *~ 'K ..... ~ f-~---1 J ~ ~'~ ~~ ~ ~ ~~~ ~~~ ~ ~ "- ~ ~~ <::s~~ 1< ~ ~ " \l ,~ " ~ ~~~ ~~ ~ \.\\ ~~ ~ ~"l ~~~ ~ \ -..... ~ ~ ~ ~ ~ \:) ~~ Ij::: ~ 0 c;:o '"' .... r-~~ -1 ~ J ~ ~ ~ :,. 1 '- C) ~ ~ J ~ 0< ~ ~;. -1 ~ ~ ~ "- ,,~ ~ " '- ~ ~~~ ~ 't :::; ~\rj .~ ~ ~ '- .... - ~ ~ ~ ~ ~ ~ ~ ~ ~~ ~~~ -1 ~~ ~ ~~ ~ L:l.,T _ ..;.050"" "\ J ~1 SX-;,44.,/:.1 121 ~ 2' x 2' 2' X 3' ,p#l HCI GHT/SPAN ~p' HeI GHT /SPAN , /' - _",' I~' - B' , 1'- - - , - - 1 - 1 - - - - - - - 6" .....120. C' X 6' S. H. B. i _ -:-'20 SX-/. 97 1"'0.5.5 I <fP'" HCIGHT/SPAN , , - - , - , - l" - , - - 9" 2' X 9' X . 072 X . 224 _ .-..224 SX-" 47 'r4P'" HeI GHT /SPAN 51- - - - '1"' - , - I I 1$' HAXr j$' ~~ ] -~050" . - -:050. ~ 't SX-. 3' SX-, " I 2" I I 2" I 2' X 3' Tit t 2' x 4' Tit t 'r4P'" HaGHT/SPAN IIp#l Hel GHT /SPAN .' - - I- - - 0- _ - - - ,- - - " - - - - ,- - - 7" 2' x 7' S. H. J. 1 _ --..224 SX-2. '4 I L.062 'r4p#l Hel GHT /SPAN p- - I' - , - 4. SX-. '?8 12q: ] I ~OH 2' x 4' S. 11. B. ,gi>#l HeiGHT/SPAN 8" 2' x 8' S. H. B. SX-4. 44 I L.072 <fpt: Hel GHT /SPAN 9" t.H.B. J I 1 L.072 u 2' X 9' X . 072 X . 3J 0 _ 't-'-J10 SX-6. 77 p'" Hel GHT /SPAN - j' - 11 - 11 - " - 1 TYPICAL ALUMINUM COLUMN & BEAM DETAILS TABLCS FOR SCRCCN ROOMS & ROOFS ONLY 'c, J) ICIlH SPIlHS HA Y 6e I/CReAseD lOX liNeN CONTI NIJOUS oveR /lvTeRIOR COJ.UHN sUPPORT I) ALL 6CIlH SPANS ASSUHC LA TeRAL PURLINS (I' xl' ) , ",. rRAHCD ACROSS Roar , eACH POST IN SCReeNeD SI DC VALLS 3) VALUCS HAY 6e INTeRPOLATeD FOR INTeRHCDIATe LeNGTHS OR SPACINGS , - - - - 1 - - - S.H.B. J I hl L.072 DA VI D NDRRI S ENG/ NEERI NG DESIGNED TO "7 STANlMRD BUILDING CDDE PER CHIJ'T. 1606 FOR 110 HPH VI ND EXPI RES ArTER FER. 1, '01 1 Pg. 1 -A ~DG~ B~AM SPAN TABL~ MAXIMUM COLUMN SPACING - Yv1h~u&r Rnt r PAN .C:PJ.N (fHa. 1FT, ~) f" n(jF RF AH !; I Z{ 4' ~, R' C(), 14' 16' I R' 2 X 2 :, ' 0 4 4 -4 ' - , "-0' 4'~P 4'-e' 3' - 1 1 ' 3'-r 3'-6' Po tt 0 x t, ' -~, , - , I~'- 5'-c' 4' -9' 4'-5' 4' - , 4' -0' 2 X :1 :, ' 050 ' -175 ' - 6' -10 6 -3' 3'-10' 5'-6' 5'-2' 4' -10' Pe tt 0 x t, '0'- )' - 7' -9' 7' -I ' ,~ 6'-2' 5' - 1 0 ' 5'-6' 2 X :1 X , 050 -J7f7 6'-10' 6 -1 ~ -7 5'-2' 4 -10' 4' -7' 7-4' ~B'-B' 7' -B' 6'-10' 6' -:r _N' 5'-c' 4' -10 ' J'- II ' -8' '10'-" ';I' -6' 8'-3' 7' -9' 7 -4'" 4'- , 12'-}0' } } , -6' 1 0' -6' 9'-2' 8'-8' 8'-2' '-~ , 8' -7' 7'-8' 7'-0' - 6'-2' -':I ~ -6 TlI t f"xt, 7l-' - fl' 9' -7' R'-8' 7' -I 0' 7' -3' 6'-}0' 6'-5' 6' -1 ' 2 X 6 X ' 055 } 9' -0' 16' -7' 14' -1 0 13' -7' } 2' -7' 11 '-9' 11 -} TP -0' X ' I 20 !;, M, lJ, ~,_----,--n, I R' -P' } 6' -3' 14'...1 I' } 3' -9' }2/-10' 12/ -2' 11 ' -7' 2 X 7 X , 062 18'-10' '6' -10 } 5/ -5' 1 4 -4' } 3/ -5' 12/ _8' 1, -0 X , I 20 S, M, }J, PO / -B' / 8/ -6' 16/-11' /5/ -8' I 4/ -B' 13'-}/' I I ----;Ii, 2 X 7 X , 062 21 -2' 19' -----;j T7 -To 'E,' -9' 1"-10' I /~, S H, lJ, II/INSCRT c3'-3' 21 ' -3' I 9' -8' 18' -4' 17'-4' I ' -6' ; X2:4\ ~l~ 20 -5' 18 -/1 1 7' -8' J 6' -8' 1 -10 22'-5' 20' -9' / 9/ -5' 1 8' -4' 17' -" 2 X 9 X ' 072 c:c: -6 20 - 9' I ':I' -6 18' -6 -17 :::e; X , BB4 S, H, lJ, 24'-10' 23/-0' 21' -7' 20'-5' I '/' -4' " --j f-!. 'D/H (TYP, ) --j f-!. 'O/H (TYP, ) 1/4' /FT, (HI N, ) 1/4' /FT, HI N. ) ~ ~ ... 12' AL. ROOF PANS ~ ~ ~ ~ e; ~ ~ g ~ g ~ ~ S SPAN ~ SPAN SPAN ~DG~ BCAM PLAN C~NT~R B~AM PLAN C~NT~R B~AM SPAN TABL~ MAXIMUM COLUHN SPACING - SIMPLC SPAN CONTINUOUS Rl 'OF' PAN~I 'AN CCNTf"R BEAH SIZE iii' 6/ R' J 0' 1 J>' 14/ 1 t ' TR' 2'x6' x, 05:!ix. 120 if-r 1 3' -R' 11/-10' 10/-8' -9 9/ -0' , - , 7' -11 ' S~I f Ho tl no F:xi, ,_ , 15/ -0' 17' -0' I ' -R' / - , , -fO' , - , 7i' ::QI 2' x7' x, 062x, } 20 J7T~ / 'l -7' I'?' -5' 1 2/ -0' , - , , 0'-2' , - , 9' -0' S,I f He tf no f"xi, 18'-/0' I " ...(, 14' -R' I'?' :.p, , - fT , -P' 0'-6' Q' _----,-n, 2' x7' x, 062x, /20 7T -6' 19' -7' 17' -0' 1 5' - 1 ' '?, - , P'-8' , -I I ' 11 ' -4' Sri f Ho tt nQ ex t. 23'-6' 21 ' -6' J 8' -7' 1 6' -6' } " -2' } 4' -0' 1 3' - / ' } P' - 4' 'ff/Insrrt 2'x8'x, o 72x, 224 ----;T? - 8' 20 -8 17' -1 I 1 6' -0 ' 14' -7' / 3' -6' , - , 11'-11' S,t f He tt nn F:xt. 24'-10' 22'-8' 19' -7' I 7' :::i:, II:.' _ , 14' -10' , - 0' / 3' -0' ~: x 9' x, o 72x. 224 i!" -2' 22 .;.rT' J 9' -1 0 17' -9' 16' -2' J 5' -0' , - , 7 - rt f Ha tt no f"xt. 27'-6' 25'-2' 2/ -':I 9' -~, 17' -9' -J~' -'!" , - , } 4' -6' NOTC. VALUf:S /of"''/' IC !NTc/?POLATCD ,OR INTCRHCD1ATC LCNGTHS DR SPACINGS DAVID NORRIS CNGINffRING DCSIGNeD ro "J7 STANDl4RD BUfLDING CON PCR CHAPr, 1606 FCR JJ 0 HPH VI ND Pg. 1 - B UPI RCS AFrCR FCB, I, '01 INTERLOCKING ROOF PANS ROOF' PAN (,l.LLOY JOOJ H-16) AlA.( SP Ai( 4"aNlllt ff '/' VARIES~ [ I 12. I .OJ2 .608 15'- 6" 18'-6' [1 ',' - .OJ2--.... r .Q.J2 .J.U ,,'- 0" IJ'-O" I 12" I '0 Tr: P.J.NS JJA Y Ovr:RH,l.NC 1/' OF' SlJJPU SPAN. (UP TO J' JJAX.) SPANS JJA Y BE INCREASED 2. FOR (,I. CH 12. OF' 0 vr:RH,l.NG. CONSUL T ,I.N ENGINEER FOR CRtA TrR Ovr:RHANC. ALUNI NIJN RDDI' ,.ANS - I ~ X e. 5' X II05-H3S1 PANn liS HIlNUf'IICTlJRC~ GY ROYIlL IlLI.WJ MJH, INC., LCCSMJRG, Fl.0R1 DA I/IND SP/lN .,/ SPIIN .,/ FASTENER ro BE DETERMINED BASED ON CONSTRucnON OF' HOST STRUCTURE 110 S.M.S. X 1 1/2" " 8" O. C. IN TO ItOOO 1:Jil (2) lID " 16" D.C. INTO WALL STUOS 1:Jil (2) f10 X 2" " 24" D.C. THRU J/4 (MIN.) FASCIA INTO TRUSS OR RAF...,FR TAILS 1:Jil 1/4"' TAPCONS " 8" D.C. STAGGERED INTO CONe. W/ /10 S.M.S. THRU REC. HEADER INTO PAN BOTTOM ~ 1 1/4" MIN. EMBEDMENT INTO CONC. 1 1/2" MIN. EMBeDMENT INTO WOOO * REPLACE ALL DETERIORA nNG IK)OO; W/ FASCIA SECURED TO RAFTER (TRUSS) TAILS A4 'r'1 D ICJRRI S CNGJ NCCRI NG DCSIGlCD TO '97 ST/lNlWlD IU/LDING CON: PeR ClWT. J ~6 rDR J J 0 HPH III ND I 3' -I' J I' -I' J I ' -I' J J ' -I' I 0' -I' 10' -0' I " -~' II' -0' I J' -~' J~' -0' 13' -0' J t' -0' 12' -0' II' -0' I 0' -~' 13' -I' I I' -~' J I' -I' OPCN IWLNNG .014' PMTI Ill. CNCLOSCD MJlLDING CNCLOSCD MJJ.LDING .014' .014' ROOF A TTACHMENT NOTES J. STlWCTlJRIlI. IlI.UIIi. IffXY SYSTDI .' J" So iii. IICAJJ (see CHAR TS) (2) 1/~. OfA.1t J 1/2. sr. THRU 101.. TS J '/1. X 1 1/2. X 1/1. C BASC W/ (2) 1/4. OfA. TAPCONS DR fOOIV./1>OST wi (2) 1/4. Of A It J 1/2" sn. THRU 101.. TS -'fT)If DR SlOC lliOONT AUOl+CO- ALUJJ. IASC INSERT W/ (2) 1/4. Of A X 2 1/4. TAPCONS (2. "'N. -DtlBCD. T"fP.) SCCt/Rf ALUIIi. ~ W/ (2) 1/4. Of A THRU'O(. TS SUo6 CARPORT / OPEN PA TlO DETAIL W/ ROOF ATTACHMENT N. T.S. CX,.I ReS Al'TCR rcl. /, , OJ H 14' -4' 13' -4' It' -4' It' -4' II' -4' 10' -I' 14' -0' 12' -i' 12' -0' Pg. 1 - D << POST LENGTHS AND SPACING FOR WALLS SUPPOR T I NG SOL I D ROOFS (1 P' SPAN+ l' O(H) J/( POST NOHI HAL SCReeNeD VALLS Sa.1 D VALLS VALL sIZe HeiGHT POST SPACING POS T SPACING t' xl' xO. 040' " "-" I' -10' " 4' -0' '- 0' 2'x3'x. O~' DR " ".-0' 4' -0' t' 1 t' ~I (f) C ,- 6' -0' " -0' " " -0' 1'-4' 1/t'I! 1/1'1. OW J 0' 4'- , I' -0' t' x3' x. 0'0' DR " " -" " 4'-" t'xt''tIWC l/' "-" 11t'X! 111'1. 064' 10' " '- , 1'lt3'xO. O~' I' 4' -" l/' 3'-" 10' 3' -I' " " -,' l' 1t3' xO. 093' " " -0' " , -$' 10' 4' -I' " J,' -0' /"1t:rxO. I~' " "-0' l/' , -D' 10' 6' -0' "DO PSI CONe. · t DI HeNSI ONAL LOADING - COHII NeD AXIAL (ROOF) & 8CHDING (VIHD) LOADING. FOR eACH ADDITIONAL FOOT or Roar SPAN (OR OVeRHANG) > J 3' ReDuce POST SPACI NG 8Y 8X OR FOR eACH FOOT or ROOF SPAN (OR OVCRHANG) ( J 3', I NCRCAse POST SPACING IY 8X. J . . ",' 8' HI N. J- " RelAR CaNT. THK' ND SLAB EDGE 'DETAI L N. T. So 3/1' DI A. RelAR 6' LG. THRU POST GRADC' H-ot4 ' J 2' DI A. POST FOOTING DETAI L No T. S. NOTD TH~ ABOV~ J)~SI GN WILL CARRY A CONTRI BUTARY LOAD OFf 50 So F; 100 S.F. FOR H=30', AND 1 50 S. F. FOR H=36' DAYID NORRIS eNGINeeRIHG DC'SIGNC'D TO '" STANDARD IU/LDING CODC' peR CHAPT. J606 FOR 110 HPH VIHD Pg. j-E eX?1 Res. Af'TeR reI. J, ' OJ (DPT.) 6' STep rASCIA VI '/0 X /' '/6'ac. C1f 2' X 2' X O. 040 STlrrENCR NOTE' rDR OUTSIDE SPANS> USE 2'x3' (VERT.) DR 6' STEP rASCIA V. HEAD RDDF PAN , X /' x 2' x O. 060' lNGLE CLI P VI (2) tJ 0 X 516' v. HEAD .HS. eACH VA Y. JCAH peR DeSI GN TAXE. SCCT/ON DCTAlLS N. T. S. TYP, I X AL I.IH. CDf. (I) /I~' DJA. X I II~' CONe. OIl' TAPCON , I~' a c. NO Te, AT CORNeRS use (J) /I~' DIA. x2/1~'eA. DIR. I ~ ' (HAX.) r/WH CORNeR. ~/ X 2 14L.lJH. JAse Pl.A Te /' X /' X / II 6' X I' /14L.lJH. CLIP VI (2) '/ o. X /12' TeK SCRevs IN eA. DJReCTla/ .>', .' ,'. ~ :; ;. ~'. :4 ~ / :" ... .. .. . #. . , of .. ..... .' ..ft SLOP' HIN. 1/4'I(T. -, .." 1 (I) I I~' 01 A. STL. THRU Ia. TS (T~.) I X ALIJH KAN , X , ALc.H ca.. NOTe. TIC ICLOV DCSI GHS VI LL CARRY A w/TIfI6fJTAltY LOA; or / $4 So r. - NeV '1' X I' rrr;. (/00 S. r. - CXI ST. ~' St.1U> ALL.H JAse IHSCIfT VI (I) /I~' ou. X I III' T~ , (I) II~' D1A. THRU Ia.TS QI I' X I' X 1/1' ALc.H NG.e VI (I) I I~' 01 A. X I I 14' T~ eA. SlliC or Ct:L/H{ VI (I) I/~' DIA. THIW Ia.TS IJ! , I II' X I I II' X I II' KCrYI H(J CJ-WKl. VI (I) II~' D1A. X I II~' T~S , (I) 114', THRU Ia.TS IJ! ALL or TIC ANJVe ""'Y K CfNJCCTrO TO IrWD ICADCIf IY s~rITUrlH(J (4) lID S.H. So (I' HI'" CHKI>> rOR r~ . ::';:': .~:)?;:,:~:;:>: fHI ;;2; eXI STI HG ~' CDHC. SLAI VI NO CRACKS VI THI H 30' or POST Qf! HeV THI<' ND I' X I' HDHO rOOTI m VI (J) " CONT; Qf! VooD DeCK VI DIL. I X 6 (HlN. ) peRIHCTER HEADeR /:JDH see DETML JCLOV VHEN HDST STRUCTURe IS HASONARY , /0 x '18' V. HEAD SHS THRU Roar PAN RI seR ON /2' ceNTER INTO STI rrCNER A TeACH CND fY RDDF. ~-IIO X /' ~ H. So Kif 1>OST I Hro IHrclUOR tcMV SPl.INCS I' X I' 0P0i lACK rr KATe (J) /14" X 2 II~' cave. A. I. at TAPCON , 24' a c. KICKPLATE DR CAJA~ SKIN (HiN. 0.0/9') ATTACHED VI POP RI veTS DR '/0 X J Ie' S. No S. ')6' C. c. eXrlflJ1lCD ICAJ)CR VI / I~" X I J/~' r~a.s' I' a C. SrAGaKD I ~ I PItHS ~ MASONARY / HeADeR A TTACHMCNT DCTAJ L N. T. S pas T CONNec T IONS (CARpOIl'TS I OPCN I'ATIO) '. DA VI D NDRRI semI NeeRI NG DeSIGNED TO '" STANDARD IUILDING C(]J)C peR CHN'T. /606 rDR J J 0 HPH VI NJ) Pg. j-F N. T. S. eX"IRCS ArTeR reI. I, '0/ ltOOO STVO p, T. flU. rr GR'D ltOOO STVO P. T. PLA rr WOOD CONSTRUCTION - REQ'D SOIL SEPARA TION N. T.S. 2" T ("'N.) 2' 0"",1N /JIN. 2$00 1'$1 COHCRCrr WITH 'X,- IOXIO It:llC/J. -. OR FI/lERIJESH (T'YPIC4L) BUORE SL~ ,I I , ,': ':":':": SLAB , - ru. T SLON / NO f"OOTIH<J ," X ," It'/ (I) ~ COHT. ~ I "'" . . " , ''''"'' " 4 : . .!:, .~. :.~" . I"/n, - J"/n, 12" X ," W/ (I) ~ COHT. J",In. - '",In. FOOTING DETAILS ADDRESSING EROSION N. T. S. REV/SED 3-1 -~ DA VI D HDRRI S EHGJ HEERI NG DESIGNED TO ''J7 STANlMRD 6UILDING ccmc "'It awr. J"I rDR J J 0 Hl'H III liD EXPiReS ArTeR reA J, 'OJ Pg. 1- SH~~T No. J 1 ov MASTER PLANS - 110 MPH WIND REGIONS ALUMINUM PA T/OSI CARPORTSI SCREEN ROOMSI POOL ENCLOSURES & DETAILS SCCfJRE ALUMINU/J PANS TO TOP PLA TE or [NO WALL W/ /10 X 1 1/2. s./J.s. 2 12. o.c. (AND SCCfJRE END WALL lOT. STUD TO HOST STRUCTURE W/ /10 X J. . 12. o.c.) "Rf ALUM. PANS "0 X I 1/2' S.M.S. O.C. INTO 2 X 4 PLATC S~oP' Kf.1ol1/'l. 1/4'1' 8' MAX. DSL. 2'x4. TOP PLA TC (I) 2' X 4' (Ir CONT.) 2'x4' lIOOO STUD WALL 24' D.C. $/'. nl/ lIOOO SlOINe QIf \o1Nl1. QIf ALU/J. SIDING OIo€R 1/2. PL Yo W/ Id . './72' O.c. Eoca / INTER/J. .. . J' D.C. TIl6 .. ALONe ALL HCADCRS .. PLATCS (rOff SHCAR .. UPUFT) REPLACCS HURR. CUPS J/" 0114. CONC. A.B. Off 1/4.' TAPCONS .24' o,e. (2. /JIH. C/JSED.) lIOOO pLA TE NOTE: ONL Y SHCAR WALLS" LOAD B[ARING WALLS REOUIRC HURRICANE STRAPPING HURRICAHE CUP r. .. B. OF EA. IrALL STUO . U. o.e. (MAX.) use SHCARIrALJ. STQlfM BRACC-X PATTERN MlTH /J.H. ST1fAPP/HG W/ (I) IJd . EA. STUO. (QIf) use STQIf/J BRAce 1/8' TH[RIJOPL Y .. NAILfO PER /JFC., $P[C'.. W/ HURR. CLIPS PfR ABOIot' SECURE ALU/J. PANS w/ (J) ~IO S./J.S./1'AN · $. oPe O. c. (trl>. . EA tHO) ...11'1. Sl- t/,,'jfl. . . rrc. OfT,AIL ';( I-H NEW QIf EXlSnHe 4' 2$00 PSI CONe. SUB . ....-";l!l.. '~'14f$~ . - - . . \. SECfJRE ALU/JINUM PANS TO TOP Pu. TC OF eND WALL (AND fND WALL 'rE'RneAl. TO HOST ST1fUCTURE) W/ flO x 2' 5.1J.S .24. o.e. J' STRUCTURAL ALU/J. ROOF SYSTEM (TYP.) . --- BCAI.( ATTACHeD. TIdI w/ C>>RI CLIP QIf CA~.7LE CUP (seE Nores BeLOW) I. X 2. PURUN) I. X 2. OPCNBACK W/ 1/4. OIA. CONe. A.B. 0 24. D,C. (MAX) (I) A.S, . CA. POST (2' MIN. EMBED. - TYP.) QIf 1/4.' X J 1/4. TAPCON .J ..~'~.:J,:\'.~'~:J>. · FOR WOOD DECK 1 ::/~ ';.:.:..' (SEE NOTE: BELOW) I 8' I NEW QIf EXISnNG r---1 4' 2$00 PSI CONe. SLAB ",Al0N0. rooreR (TYP.) I-~ CONT (TYP.) ROOF A TTACHMENT NOTES FASTfNER TO. BE DETfRMINfD BASfD ON CONSTRUCnON OF Ho.ST STRUCTURE 110 S.M.S. X I 1/2. 0 8. 0. C. IN TO. WOo.D .QB (2) 110 0 16" D.C. INTO, WALL STUDS .QB (2) fl0 X 2" 024" D.C. THRU J/4 (MIN.) FASCIA INTO, TRUSS DR RAFTfR TAILS .QB 1/4 " TAPCDNS 0 8" D. C. STAGGERED INTO, CONC. w/ l'D 5.M.S. THRU REC. HEADER INTO, PAN Bo.TTDM t:1JllL.. I 1/4. MIN. EMBfDMENT INTO, CONC. I 1/2. MIN. EMBfDMENT INTO, WOo.D * REPLACE ALL DETfRIORA nNG WODD; w/ FASCIA SECURfD TO. RAFTfR (TRUSS) TAILS ~",. ': ~ 1~ ~;iY.~} 51 . * FOR WOOD DECK: USE 110 SCREW X J. LG. (THRU WOOD DECK INTO, BEAM OR HEADER) 0 24. 0.. C. MAX.) USE (2) /10 X J. 0 EA. Po.ST CLIP A TTACHMENT NOTES CAPRI CLIP: USE (2) L I" X I" X .060. W/ (2) /10 X J/4" TfKS INTO, EA. FACf fJf1 CASTLf CLIP: L I 1/2. X 2 1/8. X .050" RfC. CHANNn W/ (4) /10 X J/4" TfKS INTO, BEAM OR DPEN BACK de (2) /10 X J/4. TfKS INTO, EA. S.M.B. o.F Co.L. THIS STRUCTURE HAS BEEN OESlCNeD IN ACCDRDANCE 'MTH THE '97 STANDARD BLDC. COOE 'M TH ALL RE'v1S1ONS TO. CHAPT. 1606 FOR I/O MPH 'MND VE:LOClrr 1'0'0 AFTE:R 2-1-01 DA ~O NORRIS ENGlNEERINC 112 COLEMAN RD. 'MN TfR HA \If:N. FL. JJ880 P 2 E (86J) 299-1048 g.- '. ,~ r ~ (,0 . fJhriSE (e,qoc ~/r/I need E~//UEC=~ )/, P r- -1 'r I I + - t -.. ] , I I ---. } 1-.- / ,/ , I ----- .-, ~ "- " \ hdE wl"ll../< lJl I ;09 r: 60" >J I '07 ~ 0 ,1\.1 -. ~ ~ ~ ~ - v k ~ ~ ~ ~ --....J ~ . .~ / /09 ~ ,. t,O fJhA-SE te;,c;vc ~/i/I;C;e. --r + 1- r-1 ----- ~ t5<-?//UEE~). he/E wl"lt.j( ~o" >1 I /07 ~ o ,1\.1 -- ~ \l) ~ ~ l. ~ -......l - v ~ ~ ~ <-b / 09 ~ r ~() = fJhriSE L&19VC5 ~/j-// r;~ . . - I< --r + t 1---1 ----- ~o" , C~/A:.>Ec=~ ), hdE wl1l/( >J ~ 107 , ~ o ,I\) ...... ~ \Q ~ ~ k ~ ---...J --- \J ~ ~ ~ ~