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Home My WebLink About03-2511 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780-0020 BUILDING PERMIT 2511 Permit Number: 2511 Permit Type: ADDITION/ALTERATION Class of Work: 434-ADD/AL T RESIDENTIAL Proposed Use: NOT APPLICABLE Square Feet: Est. Value: Improv. Cost: Date Issued: Total Fees: Amount Paid: Date Paid: Work Desc: 4,800.00 11/14/2003 156.00 156.00 11/14/2003 ROOM AbDITION~------ Address: 37530 LANDIS AVE ZEPHYRHILLS, FL. Township: Range: Book: Lot(s): Block: Section: Subdivision: GRAND HORIZONS Parcel Number: I Name: DOUGLAS TAYLOR Address: 37530 LANDIS AVE ZEPHYRHILLS, FL. 33542 Phone: HAM REESE ELEC. SOUTHERN COMFORT ENT. INC. r~ J-E/e(. ()hly ,/-:J 7-,,01 /C(-1 I ~ND ~OUGH PLUMB DUCTS INSULA TEDv-/2 /1 0,! WATER FINAL MECHANICAL f I SEWER , MISC MISC. i MISC. . MISC. 1 MISC. DRIVEWAY MISC. MISC. i FIRE DEPT. FINAL kEINSPErnON FEES: -When extra inspection trips are necessary due to anyone of the following reasons~a-.u- charge of Thirty-Five Dollars ($35.00) 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 _.,..t"l.E!..E.aYrnen~_of in~peC!ion fees shall be made b~fc:>~~!1Y fUrt:~er permits will be issued to the person owning same "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." 1_-- -----------compiete Plans, SpeciftcationsancfFee Must Accompany-Appllcation:- --- .. All --",s~~gllrrned i PA~~:;~~~~~:-"nc!orclinance~ -_.~. ------- ~-- - - OR SIG A URE PERMIT OFFI CAl: FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER APPLICATJ:OH l!'OR PEmaT ctn OJ' ZKPHYRHILLS BUILDING DKPARTNENT DAft ""C&IWD !:I-Q.S/fl3. PLANS lUWIEW OWNER' s NN.1E__bt:J~L1 hv ~___.___.~_2'A'y..lt?..e JOB ADDRESS_Jrz530 iEMJt~-~---~~:__t-__"?Ef!l!.t&f.~Z/~/ _ -H- PHONE35~ - 54/-0~~S- LEGAL DESCRtFTION: LOT{S) BLOCK SUBDIVISION PARCEl, ID # 3l/ ':2S - ~/~ aJqO'OOM- /();).O (Q&TAIN FROM PRO~~BTY TAX ND.AIC~) WORK PROPSED: [JNEW CONSTRUCTION o SIGN fif ADDITION DALTERATION o REPAIR o INSTALL o MOvr: o DEMOLISH FROPOSED USE: ~GL FAMILY DWELLING o COMMERCIAL OMULTI-FAMILY o INDUSTRIAL 0# OF UNITS o SWIMMING FOOL o MOBILE HOME o O'fHER I D~SCRIPTION OE' WORK p'//~ CJ RESTAURANT &: HEALTH DEPARTMENT APPROVAL /2a,m ......0...-__.__.. IV cleft. ~I tJ/1 BUILDING SIZE SQUARE FOOTAGE ICJ ;? HEIGHT RESIDENTIAL: COMMERCIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (t) SET ENERGY FORMS. ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. PROPBRTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. PERMITS ~QUESTED o BUILDING $ VALUATION OF TOTAL CONSTRUCTION o ELECTRICAL AMP SERVICE o FLORIDA POWER o W.R.E.C. o PLUMBING o MECHANICAL $ o GAS o ROOFING o SPECIALTY VALUATION OF MECHANCIAL INSTALLATIO~/9- ~ 4S ~ o OTHER ., '? (0 ./ L.\ <;? ~~ ,~ 11~ - / ~\ rYES ONO o STEEL o OTHER 'fYPE OF CONSTRUCTION: 0 BLOCK o FRAME FINISHED FLOOR ELEVATIONS IS PROJECT COMPAUy.c.eRtIt STATE CERT OR REGIST CITY ~ROCESSING # ****************************************************************** ELBC'nUCJ:AN SIGNATURE ~~\A.~ COMPANy.t%E:5E . F.teef,e,t'/fL i= STATE CERT OR REG!3T #E C:)3 OO.f3S3 CITY PROCESSING # ****************************************************************** PLUHB.IDl. COMPANY STATE CERT OR REGIST # CITY PROC~SSING # SIGNATURE * * * ** *** * **,********w.*** * ** * ** *** * *-k ** 1.'* *~* *:;;* **** *~.. -It * it *&,** L .NECHANI.CAL &d4 COMFANY: '/Jui_E..eH-. 'CJmF&.. V ./JJ STA.TE CERT OR REGIST it ~Lll~s:"t:j SlGNATU~ n___~ CITY PROCESSING ~ . .., ***************************************************************** OTHER _._---_._,-..---............~--_.............._------_._.._~.-_...._,._.--,...... COMPANY. STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ***************************************************************** CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS The undersigned understands that t.his pe.nnlt: m~y be subject to "deed restrictions" Which may be mo~e restrictive than City regulations. The undersigned assumes responsibility for compliance w1th any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner has hiJ;'ed a cont.ractor 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 ~s required by law, both the owner and contractor may be cited for a ~$demeanor vi.olation. uncier st411te law. It the owner or intended contractor are uncertain as to what 1i.cen3ing requirements may apply for the intended work, they are advised to contact the City of Zephyrhi.lls Building Department, 813-766-6611. Furthermore, ~f the owner has hired a contractor o~ contractors, he ia advised to have the contracto;r(s) sign portions of the "contractor Sections'" of this applicati.on for which they will be re6ponsible. It you, a5 the OWT.er signa as the contractor, you are indicat~n9 that you, rather th~n the contractor, are responsible for the work. If the contractor wi~hes you to sign as contr<<ctor that may be an indication that he is not properly licensed and is not entitled to permitting privileges in the City of Zephyrhills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES ,D. CONSTRUC'!'UION LIEN LAW (CHAP'!'ER 7J.3, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, have been provided with a copy of "Florida's Construction lien Law- HomeowneJ::'s Protection Guide" prepared by the Florida Department of AgriCUlture and Conswner Affairs. If the applicant is someone other that the "owner", I cerify t:hat I holt-ve:. obtained a copy of t:he above described document and promiae in good faith to deliver it to the "owner" prior to commencement. E. CONTAAC'i'OR' S/OWNER' S AFFIDAVI'I' 1 oertify that All the information in thiB applicatton is accurate and that all work will be done in c~npliance with all applicable laws ~egulatin9 construction, zoning, and land development. Application is he~eby made to obtain a permit to do work and installation as indicated. I certify that no work. or installat:ton haa 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 juri.sdiction. I alBo certify that't 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 to be in compliance. Such agencies inclUde but are not liln~lted to: *Department of Envi~orunental Regulation-Cypress Bayheads, Wetland Areas and Environmentally Sen~itive Lands, Water/Wastewater Treatment "Southwest E'Joricl.a Water Management. District-WellS, CyPress Bayheads, Wet~and Areas, ~tering Watercourses *Anuy cor~s of Enginee~$-Seawallsr Docks, Navigable Waterways *Department at Health &. Rehabilitative SerVices, Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks *U.5. Environmental Protection Agency-Asbestos abatement I also certify that, if fill material is to be uaed in Flood Zone "AN or "A,etc.", it i.s uncte4stood 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 p~rmit issuance. A per.rn1t issued shal.l be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, oX' set aside any provisions of the technical code$, nor shall issuance of a permit prevent the Building Official from thereafter requiring a cor:t:"ection of errors in plans, construoti.on, or Violations of any code. Every pe-Ptlit issued shall become. invalid unless the work authorized by such pei:mit is cornm.enced within :six months of issuance, or if work authorized. by the pet"lnit 1$ 5uapended or abandoned tor <it period of six month~ after the time the work is cOR~enced. One 90 day extension ottime may be allowed for the permit with fee charge of $15.00. The extension shall be requested j.n writing to the Building Off.i.c.ial. An approved inspection must be ~ogged during @aoh six month period, or the projeot will be considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF' COMMENCEMENT MAY R~SULT IN YOUR FAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN AT Y BEFORE RECORDING YOUR NOT!CE OF COMME T. JOBS UNDER ~2,500 iN liE DO NOT TO RECORD AND POST A ~NOTICE OF COMMEN STATE OE- FLORIDA -~ COUNTY OF T,45t!-O The foregoing instrument waS~CknOWledged Befo~ me this 1~ day of 'aV. , 3Sl2.3 bY-~~-~f~~~~~;~i~-dged) ~n::eper5onallY known to me, or STATE OF FLORIDA. COUHTY OF The foregoing In.~~rument wa~acknowledged Before. me this ~day of UV . '~. 3 by ~,eIQ~ . //J9 A/'f~ ~n of person acknowledged) fiJt11'"o is personAlly known to me, or ~s (!O o who has produced_______n_____._____..___....~..._-__ (type of identification) ~~~.~.: an oath. Slgnatuz:e of person ~ aCkno~~~=~t (l.Re i II~ E Ol U E: ": j~ MY COMMISSION I D01Sa.m EXPIRES -~__"._._..._...._..___..~_._u'_L._. __. .' _.~__. l!/nv..mber -4, ~ Name typed, printed <:> alnp~DEDTHRUTroYFAININSUWlCE.INC - . ... Cunningham Construction Co. Project: Sewing Room Addition 12' x 16' Frame Construction Owners; Mr.& Mrs. Taylor 37530 Landis Avenue, "Grand Horizons" Zephyrhills, Florida (813) 779-7631 Contractor; Cunningham Construction 12152 fort King Road Dade City, Florida 33525 (352) 521-0955 Certified Building Contractor Lic. # CBCO- 43633 Certified Roofing Contractor Lic. # CCCO- 48479 I hear by certify that I Grady Cunningham dba. Cunningham Construction will construct the building as engineered and follow the new Florida Building Code, Engineered Design & all Manufactures specifications on the installation of their engineered products. Engineer; Mr. J.A.W. DAVIS P.O. Box 720 Webster, Florida 33597 (325) 793-7632 # 6603 Engineer's Notes! / .1 Base Wind Speed 110 mph.(3sec.gust) .2 Importance Factor ~~ '( ,,' . (5 fS ~ .3 Exposure Category = B ...- .4 Internal Pressure Coeff.. (+ or - 1.18) .,/ .5 Components & C Design Pressure (110 mph. @ 1 Opsf to 28psf.) ./" .,..----. I hear by certify that I have reviewed this plan and found it to be in compliance with section 1606 of the Florida Building Code, 2001 edition, and meets the requirements for 110mph. Wind zone (3 sec. Gust), J.A.W. Davis, # 6603 1v!JW ~ . ,kli '\' CUNNINGHAM CONSTRUCTION - PLOT PLAN Lot # 102 37530 Landis Avenue, "Grand Horizons" Zephyrhills, Florida r i b 21'-0" .----- , b N 0 ! z -------.21'-0" -.----1 ~ 12'-0" --... ~~'o I I ; ft\ I New 12'x16' 1 ~g~ 0 Sewing I <0 1--- .... Room - ! L <--- 9'-0"-~ Existing '- Shed Existing Screen I Porch II I I I 1 I I Existing Home I I II I I 'I I I: Existing I II Carport I >.. II m I 3: I .><: 1 ~ I 1 I ~ 1 I Ol i C I :;::l II (/) "x II UJ .-- ,------- <---..-18'-0" _._.n.m . Existing 4' Walkway Existing Driveway I I -- 5'1 2' Walkway .' o I o o .... (;> o N l_ j. I 1 -L-------- 1 37530 Landis Avenue J' . .-- . .- . -.---..---- 70'-0" _____.n__.._.__.__._~__._.___._. ___ ~w ~l~ . Illl~v:~\ \\\'~~ fie)! ~ ~1J~~~ ~/\)-<1' -4. A ,'W. ~. *-66 O~ 10- 23 -O~. EX lSllJ\l t-+v M~ Z---. CUNNINGHAM CONSTRUCTION CO. Front & Side Elevation Details CD t~-::--:~~?<.c ' t /" ..;: /- / ~/ -<- L~"" --- _.-.-.~-- ~- ~.~.~.~.%-~;%.~:.~:~] ~:.~-~~~-~;~~~ ?- ---~- /-- >-~ ~~-~~~::-->---?---. / /';;.--.7 ->- ~: -::-7 7--~5_ ~ ~:-~5~*-~~~~3 ~~~- /_~ - - - ~~______ "" -""-~ 7-~ -<~- ~- /'-2:_<-L::~-./;;--< / ~,?---/ ~ - -~T 7- -~_7 ~-- - ~-"._ 7' ~ >-_7~ / L~_ -~. _ // __ _ I / - ~- .c-;' -Z=-%=-:;;..-/---;..::-.7" ./7.::c -'7-~::3~-?--.:c----Z /"'" -- . -- -- _- ,2.,1 - - --- /1 - ..7--/-~-?:::5 ~5=::5:--~z:.-~- ////./- .--- _- -- .__ -- - 1 _ ./ ~ .z-- 7-~---::--O--- /' ~ -- __-- ~ _ - - - - -z-<C~7- ._____--..-/ -------------l--o.c;::- --.j ----------- -- - ~----~-- .------ - a~-.. i ~---=-=--=== ===~- -~=--~/ . ___1 --------------. --- .------- ------- /- //- -------- ------------ ---/ --------- ------- .----- -- ---- ------------ ---" ------ -------------------------- ------- ---- ---- --- --------- --------- -.-.- -- /- /./----------=-.--. ----- ---- ------ ~-------- ------------ ----- --- /- /-- ..j --- - ---------~- -:-:=:=:--//.. J ......... -.sg~.. ... ...~ I t--It.'.'.' ~ ... ~~.- ~-. Ih' IUorlll ~ tJ!$r --- -..------ "- I hearby certify that i have reviewed this plan and found it to be in compliance with / section 1606 of the Florida building code, 2001 Edition, meets the requirements for 110 mph wind zone (3 sec gust). 10 -2~-C>~ Sign; 4,4 h/~ # 6603, Date: J.A.W Davi-s '# 8&03"..- P.O.Box 720 Webster, Ftorrda- 33597 page 1 of /II CUNNINGHAM CONSTRUCTION CO. @ Rear &_-Side Elevation Details ---------------------~--- IXIo -// - -- - ~-=>- ~__ ----- /~:.:.-..::=~--- ~J~~~=-=--~--~~ - ---~- ---__ _- / lJd=~'=-lc~> ....1 .~~1~.... .~~==.=.~==.~=.=..=..=:......... "--.-.-7- -__ ___ _~- __ _____ _~.__ _".__ -- 00-._.._ ~..-- -/- ~-/ != -...-.--- ...1 -11: -< -- ---.il /.-----~=-.-----/ /--=-------/-==--_/--1 ~ - / --------- ------- -_.//- e -- ------- --------- --- ~ --- -~ / / c; ~ _______ //--- . ~=-~= ..-----/ ~--t--------=- /-- .------ ----------/----- ----. ------------ -------- ---~- ----- / . ----------- ------ ------. /------/ /.- - ~ ..------------- -----------=~---------- _/-- ________ _--1:-- _----- - .. --------- ..----~--- ---- ----..-------- -------------------=--------- . -~~~=~~:-::=:~///;~:- -- ---- i)o ----------.........- --------- -------- -~==~======--~- 0__-- lb' West' sadlt I hearby certify that i have reviewed this plan and found it to be in compliance with / section 1606 of the Florida building code, 2001 Edition, meets the requirements for 110 mph wlnd zone (3 see gust). ,f;/1/. / r . w {"'--.. J ~ -2-!. - ()~ SIgn; # 6603, Date: J.A. W. Davts # 6&03- P.D.Box 720 Webster. Ftorrda- 33597 page 1.. of I ~ CUNNINGHAM CONSTRUCTION CO. @ Floor Plan / Electrical & AC Duct New Addition 1/4" scale ~~ .-. -- 12'-0" .---31~;------._-_..~ A,l -=it- I ~ . I @See Window f , . Anchor I ~ Specifications F E & E-1 I @ 2-6x1 0 AC Vents (installed onto the existing unit attic or .. floor) Q) E o I 0> C ...... (f) x W so 19 (0 ..- II II j @ 3/4" T & G ... Plywood Sub-Flooring Glued & Nailed <Xl co <Xl N - --I @ See Door Anchor Specifications E & E-1 Existing Screen Porch Area iN'?lI'LLfYf-~,.j 6f l2.-L.nL'V'4C S ~ L~~rli t,0(Tl~ ~L\... ~U~<..k 2C~L ~1i~~L fiM~(tUc C~j)ii.l {~~ I heamy certify that I ~ave reviewed this plan and found It to be in compliance with aec;~ 1606 of the Florida building code, 2001 Edition, meeta the requirements for 110 mph wifld zone (3 aecgust). 10 ' 'U> _ Sign; 4!'w h #6603, Date: ~ ~ J.A.W Davis # 8&03 P.O.Box 720 Webster. Florrda 33597 page_3._of /If CUNNINGHAM CONSTRUCTION CO. @ Wall Section Details Marble sill ._,..~ Pre-eng. trus..., 2'0 O.C. Composite 8hlngles on 1 Q# felt on - 15/32 COX tasten wJad 6" along edge iind 12" In~rior SEe: 'D.e.'fcllL @ SHeo:.T u.S P .$ Ii<: E,'-!2}. (..-=1 ~:~ - 'ooq 18:. "'1"~Jr>r, '--- Slmpaon ETA 14. 8 - 10d x 1 112" each ~ truss ... .. ; "" Aluminum or vinyl eve drip. " fascia and vented soffit. sub fasoia. '~ Lintel block, 3000 P4>i. fill with 1 ~ lilS bar. 30" min. splice. Pre-caat header with 2 - #5 bar o\(er Qch window and openings 6' or more. 1 x 2 p.t. lb" O.C. and 1/2" gypsum board. 3/4" polystrene, R.5 Clean, - compoilct. .and treated: fill. ~ Aluminum single hung window ~~ Pro-clIot oill . --- a" concrete block "'-, ~ bar with 5" 900 hook imbeded 5" into ~ footing and Iintol block. No all corners --- and openlngo more ~n 6', each end of shear wall and 8'0 c.c., 30" min. ~ splice... -....... Grade mln,. 8" below top of IOlab. -4.. I{ slab --- 2 - *5 bar coot. on ohaira 4,'0 O.C. , min. .plice 30", 3" min cover. Wood Floorme &: CODcret~ Pier FOllDdatiDll / ,I dow~ LAP ~, t'~. ~ :3 Ul ,2 ~ w\J ~ :DoweL Sn.:,,- Cl..Q....J O<.l.T&Ll _J....s.q..<Stod) (1I&iIcG wid> oixllAib@3-joUo.J ....__ @~oIUIllilo@Jaio<_...~ / ScnttiooIoo 'l/ClOIl f_ S)-. (lJ_OoIv._~_..... ,_..... 6 .....1 lOp . J _._......._), /8" block ~ /"'~ t:. ..~:: ./// ;:j,,// '.',,1..0-"- ..!.~. ~~ ~~ _:&'>- -1UioIonioc <f_ll:5 (S/I.)~",.....m-tw QA.... met ~ ...... ....a.c.) # 5 vert. bar w/standard hook imbedded 6" into footer and top block of bond beam, min. lap 25". Knock out min. 12 sq. in. in bottom cOl,Jrse of filled cell. t-- ~'4 -t 'I ....0 -I.. ~ ;;---(2) #5 bar cont., min lap 3011 ____ r-. 11~.1 , I hearby certify that i have reviewed this plan and found it to be in compliance with section 1606 of the Florida building code, 2001 Edition, meets the requirem.;?ol~"--:- ~ - - 110 mph wind zone (3 see gust), ~ An; I 10 -Z2.-rs:> Sign; //. P-- # 6603, Dilte: J-.A. W. Davis 1# 8&03 P.O.Box 720 Webster. Ftorrda 33597 ~iL Lf ~ 1.!L- CUNNINGHAM CONSTRUCTION CO. Wood Flooring & Concrete Pier Foundation - Galvanized Steel Straps (anchored with 90 Degree hook,- min 4"embedment into footing with 3" bend over double header/beam). Joist Bridging (20 gage Galv. Sleel-. .. installed 6'oc. span oftloor JOIst). Header Sill Beam (nailing) 2-2"x 8" P.T. Yellow Pine (nailed stagged 4"0.c. t/b) 1<-11 1N~Lr:\ n6 AJ ~. ~~~ ~~I/V~ '. . \ /.;.J' ~d tJ~ (3/4" T & G Pine Pi o~d, Glued & Nailed st). . if JV\tI'h~u'V. . ' ~ (A..."'Ch (S<lJ4D R ~.At.o-o.'~V ~1~M elL I'~'. -J . 7)~ U- rtlk>N~ [vthlfrJ4) e;;.n.. cSt" Floor Joist Nt'tf..:;t~ t~~ '0 (2"x 8" P.T. Yellow Pine installed 16" o.c.) Floor Joist Hangers (Steel) (nailed with six nails @3-joist & 3 beam both sides @ total of 12 nails @joist each end). Pier Block (span opening 5'0" max 0>. 2-2x8 Header 8"x16" Block Filledwith Type S Mortar) nchor Strapping to Wood Floor System (12 gage Galv. Steel Strapping fastened with 9 joist nails, 6 face,! top & 2 on over lapped joist ). Steel Reinforcing (Foundation 2 #5 (5/8") steel re bars installed on wire rod holders spaced 48"0.c.) ~ (~/ r I ~ -z..3. -0..:1 Sign; ~/~yy d-/'- # 6603, Date: J:A. . Davis '* 66.03 --- P.O.8ox 720 Webster. Ftorrda 33597 I hearby certify that i have reviewed this plan and found it to be in compliance with section 1606 ofthe Florida building code, 2001 Edition, meets the requirements for 110 mph wind zone (3 sec gust). page ~ of /if CUNNINGHAM CONSTRUCTION CO. @ Wall Section Details 2.Yb , CI,ecl( roanulaclulEH.S specs ~~,ensrou are 'acl~,\g tron~, there should Header Cripple lur size of window lough openlllg. C.1 ud eVf;'ry 16. measured studs floIT) IlIe left sIde at the bUlldlllQ '. - j- --r irl..---r -- r - r- -l--~<-- '1'- - r-'----r-rLri-=i---- Remalnde: less . bJ.., thaI) 16" -.... = II II .. ------ I , I .. j. .- , I 1f" / . : /F-'=~ "l~- "-'" - . ~ Double-stud corner post t> Block' Sole plale In ./ door opening Is cut out when door trame is installed. homing Q Window Centerline ot door " Sole plate fruming a Door !: i i I !; It SINe Le.. -10 p 'Pl~te.. D~ hlOl\l-lQ6-c\ 1'.rJ1e"'IO r WA~\ L Cripple sluds :! '........ \ ~ I ~ ~ ...\\ - ~.; . I I ! ~ J 1 .~ ., , , ; ~ '.. I .--' Continue every 16 inl.:r, '-,. L.--"" - to the other end. ..... ~". .''"-: .......:.....: 'j--"1)(!)l::1-3 .g 1'~"30'bc.. . rf - ==-~O"b~~"'~"d ~~~ ~g~' 16" com., po,1 S,"d \ 1.~J ;",;;;/:'~ i =ri[--- ~- .,.r:, " ., " . . - . ._- ..~. ~~ --- -.- .~\ -.------- .' -- .;- BIOCI<in9././-k-.__._.- 16" --_.._..~..__... - 16" --.~---..-.. 16.' --.~...---. I hearby certify that i have reviewed this plan arid found it to be in compliance with section 1606 of the Florida building code, 2001 Edition, meets the requirements for 110 mph wind zone (3 see gust). Sign; rd./JrJ-~ J.A. W Davis-"# SQ,03 P.D.Box 720 Webster, Ftorrda 33597 JC -~~-~~ # 6603, D~te: page~of Itf CUNNINGHAM CONSTRUCTION CO. (Q) Nailing Pattern for Wan Sheatlng & Roof Decking Wall ~heatina (pl~oOd sub-sheating) Top & Bottom (26) 10d @ 3"o.c. (62in.ils per sheet double row nails). 851 lbs. uplift Edges (10) 10d @ 6"o.c. (30,n.ils per sheet) Intermediate (7) 10d @ 12"o.c. (14 n.i1s per sheet) .. Uplift Resistance Provided by Wall Panel bl2 Hurricane Tie or Straping required. · Horrizonal S....r & Uplift Provided by 1/2" Plywood & Nailing Pattern as li"'d~ Roof Panels (roof decking) Roof P.nels, 48" x 96" x 1/2" Ends (9) 10d @ 6" (18 n.ils) Intermedite (7) 10d @ 8" (21 nails) (39 nails per Sheet) Half Panels, 48" x 48" x 1/2" Ends (9) 10<1 @ 6" (18 nails) Intennedite (7) 10<1 @ 8"( 7 n,ils) (25 nails per S~'r Plvwood Clips .4 one clip@openingsover 16" ..~- - 4 clips each side. · !.i '" \ ,----< '. Trusses @ 2411 O.C. 'S-d.< .. ~X.~.. . Frame Wall Plate Tie Down . IIJ'. Bolts (811 C9 3~-'.SpKingl with 11811 Hurricane Waahera - ~~ P'OfIt ,.. 5EAJIii!It--.jG ~L 2. >< J./ $TUD$ AT 16" l I It: I / , , ~ . . .. . . . J . . ~ . . - ~" I ) -* ~" .. . ~ . .. .... . I . , -./' . /-'Pt. &ILL PL.-A. n: 1)CUbLe.. D ." ..c., , I .. ""-'" . ~ t" 1.D- . .. l' t I I ... . '.' JI.ec:>.o..C' .0 'ff-)-.' .....~ .. "1....- ~ ..... .. Q .._J:} I hearby certify that i have reviewed this plan and found it to be in compliance with section 1606 of the Florida building code, 2001 Edition, meets the requirements for 11 0 m~~ ~ wind zone (3 see gust). . ~ ;/ hlJ--- 16- -J:> Sign; /I / f # 6603, Date: J-.A. W. Davis"# SQ.03 P.O.Box 720 Webster, Ftortda- 33597 P~e5 ~J..:L. CUNNINGHAM CONSTRUCTION CO. e . Gable End Wan Tiein and Scissor Truss Beam Bridging Wall Bracing (reduc.. uplift & tru.. movement) 'LI/~ IZ. l(uJ \NS\Mieo ON ba&s.:c c::*' 'Nt. ~TTIf.W"~ ~ 5~ar--Q.-, ~ ' Ol!. ~~""'k 1 ~ .&e @'De.t"o..:'L I- - Ii'---. ~. k . I I" - .... .. - -. .~<\._~. ~ MpJI ~. .. .. ~. fJOf) . ./1J:. . . rbf~~__i ;....-:: " A-.. " :1l'.....Al.1'WI't'I" :'e~'''..,.,.... , . i-/t;.;~I~ 4; Code. . S ~ ~t.."'''l6A)~/,<.. , I hearby certify that i ~ave reviewed this plan and found it to be in compliance with aec;:~ 1606 of the Florida building code, 2001 Edition, meets the rec:iuirements for 110 mph wind zone (3 see gust). /II Ai- J ~ I '0 -ZS-6.2::>. Sign; k1YV # 6603 J Date:_ J.A. W. Oavts ## 66.03 P.D.Box 720 Webster. Florrda 33597 page--1L.-of 1'1 CUNNINGHAM CONSTRUCTION CO. Roof Framing Details @ r:-------~--_.--- 12'-0" -- - -------~___-------2:: I -------- <l .4~ , I I-- /-@ , ~"- "-"- "-"- "-"- , '" "- 1"- 1"- // , / N @ ..--- -- -c.. - ,-. I. ="-._c==-=--:=: -= ~==;;:/ ) ... Y f/ ( I I- ~ ~=-~7 @ I I Ye / j J I- @ 7 , I . -., ., se /- I j .. '9 - E , <0 " ...... ) B I.: 1 ~ I ( = '- -------... , I = Q) co > @ E I <0 ~ co ... J I N S = 0 I ..... / ~ J: ~ -- ._~ ---. ~ - - ...- -.-.- --- I - I - ..' N I 0> ~ ~>. i I --~ I "-"- }.."- ", "- "-"- "-" "- 1. = c ---- - .- ! '-==.- ..- - ::=-=- ...- .,JU ----- --cc: en c- -'_...~..-.-- =: 1===.c '- . -. .- x =Wf / Ridge Board (2"x 8") Yellow Rafters (2"x6") ellow Pine @ 16"o.c. Ceiling Joist (2"x6") lIow Pine @ 16"o.c. Hurricane Clips (HCLH) e(Q)Fasting & Specifications @ Ceiling Joist & Rafter Beam Diaphragm" ra~c.n & Ceiling Joist Stiffnen Se - Gable End Wall Tiein And Truss earn Bridging) Frame Walls (2"x6" ) @ 16"( ee Detail Pages@&<C) @ Framed Valley (end not exposed to wind) 1. Conn. 2x4 nailer to roof w/2 10d nails in each truss, and with hurricane steel straps @ 48"o.c.through plywood. 2. Connect 2x6 Valley Framing @ One End, and 2x8 Ridge Board @ other end using Simpson A-34 Framing Anchor (or Equiv) 3- Attach 2x4 vert. Scab to 8',12' and 16' Valley Framing Spaced @ 48" o.c.Max. and Conn. W/4/16d Nails @ Top & Hurricane Clip at Bottom. 4- Valley Section Sheated after Framing I heaJby certify that i ~ave reviewed this plan and found It to ~ in compliance with / aec;:~ 1606 of the Florida building code, 2001 Edition, meets the requirements for 110 mph wiftd zone (3 see gust). /'0_ 13 _"€>:!::>. Sign; fL JJ ~ 11/. 2>--..# 6603, Date: ..? J.:A. W. E>avis- #I 8&03 P.O.Box 720 Webster. Flortda 33697 page ~ of I~ CUNNINGHAM CONSTRUCTION CO. @ Ehgineered Lumber Connectors & Fastening Specifications Hurricane Clip Truss / Rafter Anchor HCS (Single piece) RA 212, RA 216 & RA 21 B 00 [] [!g [1] L2 ~-+ l~ ' --~~1 ~ ---- -----~..!!'~12J>~ Hurricane Clip & Frame Clip Truss / Rafter Hold Down HC 520 HD 2X, HD 2-2X & HD 3-2X [M] ~ [Q] ~ ~ Rafter Tie, TWisted RT 16 thru RT 24 [ill Hurricane Clip - 'Double Plate HCDPL & HCDPR [Q] Hurricane Clip - Large HC 20 (At top plate) [!2J .,.-.....-.- Hurricane Clip - Large HC 20 (At sill plate) [ID [ID Hurricane Clip - Wide HC 1 0 & HC 1 0-2 Hurricane Clip - DOuble Plate HCDPL & HCDPR ~ [g [Q] Truss / Rafter Anchor LPTA & LPTA-S Mudsill Anchor MS ~ [Q] f!!] Truss / Rafter Anchor DTC (Deemed to Comply) /7'-- ./ - '\ Top Plate Anchor TP 4X, TP 6X & TP ax [Y] ~ Post Anchor PA 4X4 & PA 6X6 [!] Post Cap PC 4X4, PC 4X6 & PC 6X6 ~ Column Base CO 44 thru CO B8 I hearby certify that i have reviewed this plan and found it to be in compliance with section 1606 of the Florida building code, 2001 Edition, meets the requirements for 110 mph wind zone (3 sec gust). I hearby certify that i ~ave reviewed this plan and found it to be in compliance with sec;~ 1606 of the Florida b"Uding code, 2001 Edition, meeta the requirements for 110 mph wiftd zone (3 see gust). / 1:> _~__ 6 ~ Sign; t.lI- V L.-- # 6603, Date: J. . W. Davis"# 6Q,03 P.O.Box 720 Webster, Florrda 33697 1>~~ to Q-F 1,+ CUNNINGHAM CONSTRUCTION CO. €) Engineered Lumber Connectors & Fastening Specifications Chart Svmbol A A A A A 8 8 C C o E E E E F G G G G G H H H I J J J K K K L L L L L M M N N o P P p Q R R R 5 T U V V V W P.rt NlJmb.r AT 16 AT 18 AT 20 AT 22 AT 24 HC10 He 10-2 LPTA LPTA.S DTC HCLH HCAH HCLH HCRH HCS TA 16 TA 18 TA 20 TA 22 TA 24 AA 212 AA 21/; AA 218 HC 520 HD 2X HD2-2X HD2.3X HO 2X HD2.2X HD2.3X TA 16 TA 18 TA 20 TA 22 TA 24 HCDPL HCOPR HCDPL HCDPR MS AD 2B AD 5B AO 7A HC 20 TP4X TP 6X TP 8X HC 44 HC 66 HC 20 PC 4x4 PC 4x6 lOADS tpound_1 F..tn.,. Required UPLIFT Ll L2 Fastners "A" Fllstners "B" 906 222 31 7 6 - 1 6d com 6 - 16d com 1057 246 330 7. 16d com 7. 16d com ... 1 208 259 336 B-1 Bd com 1359 270 342 9 . 1 Bd com -- 1359 270 3429.1Bdcom 1472 903 500 9 - lOd com 1 543 81 1 B15 1 O. lOd com 1533 B12 1500 15.1Odxl.1I2" 4"minenbedment -- 1500 _ 519 1150 15. lOd x 1.112" 4"m'n enbedment 13el5 Cl50 1310 9-10dxl.l/2" 4-10dxl-1/2" 520 200 155 4. 8d com 4. 8d com 520 200 155 4 - 8d com 4. 8d com 520 200 200 4 --Bd com 4 - 8d com 520 200' 200 4. 8d com 4 - Bd com 520 350 250 4 . 8d com 4. 8d com 885 222 317 8 . lOd com 4 "min embedment 1009 2411 330 7 . lOd com 4"min embedment 1287 270 342 8.1Odcom 4"minombedment 1 441 317 343 10. IOd com 4"min embedment 15B5 317 389 1,. lOd com 4"min embedment 865 222 31 7 6 - IOd com 4 "min embedment 1297 270 342 9. 10d com 4"min embedment - 317 343 10. 10d com 4"min embedment 450 41 0 6 . 8d com 11 . 8d com 221 88(1 N/A Full metal wrap 10. 10d com 270 88(1 _ N/A F..II metal wrap 16. 10d com 270 BBCl N/A F..11 matal wrap 15. 10d com 221 BBB N/A F..II metel wrep 8-NK32 or DN32 270 B86 N/A F..II metal wreO 1 0.NK32 or DN32 270 BBB N/A F..II metal wlap 1 0.NK32 or DN32 184 263 6 . 8d com 4 "min embedment 204 274 7 . 8d com 4"min embedmant 224 284 9. 8d com 4"min embedment 283 285 10. ad com 4"min embedment ,- 283 306 11. Bd com 4"min embedmant 250 160 4 - ad com 4 - Bd com -- 250 160 4 - ad com 250 lelO 4. 8d com - 250 150 4. ad com 865 780 6 - lOd x 1.1/2" 3300 3315 121 5/8" Dia belli 4(170 4(120 121 3/4" Dia bollS 8S50 8380 121 7/8" Die bolte 625 330 9 . 8d com N/A NIA. 10. IOd com N/A N/A 10. 10d com N/A N/A 10 - 10d com 8e..ing - 13840 121 5/8" Die boltl 8e..,ng - 341 B2 141 5/8" Die bolll (125 330 9. 8d com - N/A N/A 3 . lOd ea. flap N/A N/A __ __ 3 . lOd ee. f1ep N/A N/A _ Cl. 10d eo, flep See. Aemlrks BIg - 3765 & 4027 3 - 10d u, flep See- Remark~_ Brg c 5539 & 588>1 ~ . 10d oa, flap N/A N/A i21 5/8" Die bolts Connector D.scription 16" R.her Ti., .dd TW to p." No. for twi.t.d 18" Rotter Til, edd TW to aert No, for twi.ted 20" Rahel Tie. add TW to po" No, for twistld 22" Rllter Tie, odd TW to port No, for twi.ted 24" R.tt.r Tie, .dd TW to p.rt No. for twist.d Hurricane Clip~Wid.(lingle member) Huuicane CliD-Wid. (doubl. m.mbad low Profil. Truss Anchor Low Profile Tru5s Anchor with Slots Truss Anchor - D..med to Comply Hurric.ne Clip_ - I.ft n.nd (20 ga.1 H..rrlcane Clip - rioht hand 12000,1 HUUlc.n. Clip - left nand 1'8 ga.1 H..rricano Clip. light hand (18 ga,l H..rricane Clip. Single Piece (18 go,) Tru.. Anchol & Stud Anchor w/10d n.lI. 118") Tr.... AnChor & St..d Anchor wl1 Od nail. 118") Tru.. Anchor" St..d Anchor w/l0d noil. 120"1 Tr.... Anchor &. St..d Anchor w/l0d nail. 122"1 Tru.. Anchor & St..d Anchor wl1 Od neil. 124'" Riveted Tr.... Anchor wl1 Od nail. (16", Riveted Tr.... Anchor wl1 Od nail. 120"1 Ri......t.d Trun: Anchol w/1 Od nail. 12211~ H..rncena Clip. Frama Clip (18 go,) Tr..ss Hold Down Strop for .ingle 2x ISanibell Tru.. Hold Down Strop for double 2x (Sanib.1I Tr..ss Hold Dawn Strap far tnple 2x ISanibell Truss Hold Down Suap ior .iogl. 2)(. IS.nib.n Tru.. Hold Down Strop for double 2x ISanibell Tr.... Hold Down Strap for triple 2x iSanibll1 Tru.. Anchor S. Stud Anchor w/8d noil. 11S") Tr..ss Anchor S. St..d Anchor w/8d nails 118"1 Tru.. Anchor &. St..d Anchor w/8d noil. 120") T r..s. Anchor & St..d Anchor w/8d nails 122"1 T,.... Anchor &. St..d Anchor w/8d nail. 124'" Hurricen. Clip - Double Plat. L.h H..rncane Clip - Dauble PlaIa R,ght H..rncane Clip" Do..ble Plate Left H..rncane Clip. Do..bl. PI.te Right M..d S.II Anchor Hold Downs Hold Down. All Uplift loed. per .t..d/col..mn as :lhown below 1970 2370 3240 Hold Down. PC OxO PA 4x4 Hurricane Clip - l.rg. Top Plat. Anchors for 2)(.4 pl.'.. Top Ploto Anchors for 2xS plot.. Top Plate Anchors for 2x8 plot.. Column C.p (Bolt ad connectionl Column Cap IBohad conn.ctlonl H..rricane Clip. Large Post C.p ior -4x4 wood pOlt Post Cap fOI 4x6 wood post Post Cep fOI OxO wood post Post Anchol for 4x4 wood post W PA 6xel Post Anchor for 6x6 wood post X CO 44 Col..mn a.... fa, 4x4 woad po.t IBoltedl X CO 46 Column Ba.as for 4x6 wood post IBaltad) X CO 48 Column Basas for 4x8 wood post IBollad) X CO 66 Column Bases fOI 6x6 wood post IBohed) X CO 88 Col..mn_BaSls for 8x8 wood po.t IBolted) corumn or ~tud thickness for A.D Hold Downs T ,_ 1/2" T 144t 3035 31150 515 1271 1550 1550 1271 1550 1550 780 909 1171 1300 1429 b20 520 520 520 950 3270 43B5 ,7570 1250 8 . 1 Bd com 9. 1 6d com 9 - 16d com 9 . 10d com 1 0 . 10d com 4.Bdcom 4.8dcom 4 . ad com 2. 10d x 1.112" 6/8" Dia, bolt 3/4" Oia, bDlt 1.1/8" Die. bolt 9.8dcom 10. 16dcom 10. 16d com \0. 16d com 121 6/S" Dia bolts 121 6/8" Oio boll. 9-Sdcom 3. lBd u, lIap 3 - 15d u, flap Cl . 1 Cld u, flep :) - 1 6d u, fI.p 4 . 16d oa, fI.p 8297 8" Embedment Fastners Fast.n.r Locatton I R.mllllk5 "A" Trus. I Joist Truss / Joist TrUll I Joist T rU"'i J Joist Tru.. / Joist Truss / Joist Truss I JOist Tna, I Joist Trusl I Joist Thru atr ap Trusl J JOist Truss I Joist TrlJ.. I Joist T r.... / JOIst T rUI. J Joist Tr....JJoi../St..d Tr..../Jai../Stud Tr..../Joilt/Stud Tr..ss/Joist/Stud Tr..../Jaist/St..d T (us. , Joist Truss J JOist T ru.. / Joist Tr..../Jai.t/St..d Over Tr..../Joi.t Over Truss/Joist Over Tr..ss/JolSt 0......, T,uss/Joist Ovar Truss/Joist O".r lfuss/Joisl Tr..../Joist/St..d Truss/Jaist/Sl..d Truss/Joist/Stud Tr..ss/Joist/St..d Tr..../Joist/St..d Trun I Joist T r..ss / Joist Header/Plete Hoodel/Pla'e F Ilstnors "B" H..d.,/Plate Headel/Plate He.der/Plato H.ad...JPlate Hudar/Plat. HeadellPlalB . Heade./PlaI8 Concleu Concl.te Thru s.at piau Header/Plat. Header Header Haed.r H..der Coner.l. Coner.le Caner... Concrate Concrete Concrete Concr.te Concr.te Header/Plele Haader/PI.te/St..d Header/Pllle/Stu. Header/Plata/St..d Concl.'. tie beam Concreh III beam Concrete \11 beam Concr.'. Conclell Concrete Concrete Concrete Huder/Plat. H .ad or Stud/Col..mn Stud/Column -- Top of s.1I pl.te Side of 1111 pl." Th,u column or stud wIg" Embedment Thr.. cDI..mn or stud wll0" Embedment page..JLof lL.{ '. Thru c;olumn or nud w/13" Embedm.n1 H..d.r or Plates Uplift - 14152 Ibs, Uplift - 1462 Ib._ Uplift - 1462 lb., 801t. ttuu beam Bolt. th,u b.am St..d Uplift - 936 lb., Uplift - 936 lb., Uphlt - 1872 lb., Uplift - 1746 lb., Uplift c 2019 Ibs, Bolts (hru column Bolts thr.. col..mn Bolts lhr.. column Stud Uplift z 1800 Ibs. Uphh - 1800 Ibs, Uplift - 1 BOO lb., Boll. thU.1 column 80lts thru column Sill plate/rim lois\ Upl"t - 1 080 lb., Uplift _ 1 080 Ibs, Uplift - 2000 Ibs; Upl,fI - 2014 lbo, I Uphft - 2019 I~ Concrete COnclata ConcrOlS N/A NIA NIA N/A 5.1/2" (2' 5/8" Di~ bolts a" Emb.dment Bolt. th,u column 121 3/4" 0'0 baltl 8" Embedment Bolts thr.. col..mn s.. uDlif1 lo~ valu.s ~bov. for ..ch thickness - ~~-'-""'-l Concrete Concrlte I hearby certify that i ~ave reviewed this plan and found It to ~ in compliance with section 1606 of the Florida b"ilding code, 2001 Edition, meets the requirements for 110 mph wi.;.d zone (3 see gust). L~ ...z~ -~ ~ Sign; i il..tl, ~ # 6603, Date: J. . W. Davis '# 6&03 P.O.Box 720 Webster, Flortda 33697 8440' s... R.m...k, s... R.mark. s... Remark. 3005 5714 1250 s..- Aem.,kl s... Remilllkl 5..- R.marks 2-1/2" B297 8297 ' 8340 9860 3" N/A N/A N/A N/A 3.1/2" (2) 5/8" Oia bolts i21 5/8" Die bolts 8" Embadmant a" Embadmant CUNNINGHAM CONSTRUCTION CO. Window & Door Anchor Specifications @ Ir=_7=.=~==.C-=:'===-----'-====='''';;:==-''='::-:==-''::=;:::::~~=.-=--=O C'- ----------:-....-'-..'~"";I : I ' T :.:.lliill.~.Alli:l:LllR.S. lAe c m.J S c: p F.: 'v( AJ-K.l::!OE..S. I I .~lJ!illO ':t/,._.61:liLDOOR "B~...slPJE.....1illCl::!.l18~ _~,n.tillli':'Lt:\ND DOOR BUCK__~.lE.1E---AtlCJ:,H.l~ I I I' 1\ t' ,I r II I ! I BUCK S1RIPS ARE TO BE CONTrNUUU~ J PIECr MEMBrRS ON THE TOP AND SlUES or OPENINGS USlNG t~OMINf\L IX NO (' SYP PRESSURE lr<Udl D '. c_'.JHBLR NOHINAL 2)( lUMBCP IS NO I "I'll RE. A.] T"ICHrn USINt'j T -I~P.IL S ;:' L::';L \llI'~HK 097' >: I 3/fJ' HIGH CAF~B[]N 1- !'If\JL AT SPAClNCi INDICA1CD BEU.l\J BA~E)) UN 101M SI Zf~ m MA~;[)NRY RrJUGH OPOUNG 3 m~LY U~[ T-t~A[LS FDR NOMlI~AL. l' x LUI-1BEI< AHACHED DIREC1LY TO eMU, USE PNE.UHATlC mOl. rOR DRIVH~G NAILS (SENCO "'3+ of,~ f.CJUAU, NAILS ARC NOT TO BE HAND DRIVEN .; AIKHOR SPACING is FOR "'II"DO'..I DR UOll!< HUCK STRIPS 11,1 THE TOP AND srOES or OPEt~INGS, THE SILL or DOORS ANI) \.IJNDO'w'S Af~E TC BE ATTACHED PER 1 HE MANW-ACTURER<:, INS'[ ALLAT10N INSTRUCTlONS, [(JLlAL.L Y SPACE: ALL Ar~CHORS, 5 t"'ANur ACTURERS SPEC IF leA TIONS SUPERSEDE THESE TABLES AS INDICATED r--~'AXIMUMT MAXIMUM I OPENIt'l(i OPENING I 1~_~:G4~~__ __VZ,H --ie-;-o.c:- !I 1-"'--7-'~()'-'-'''- -----~_;;_:_.- -'''- ')' 0,( -, II .. -_. -,.-------. .-- .....- --.. ..-----..--- --,,,-.. ,.- .--,---..-,.----..'- ,I 7'--0' \.::' -0' 6' 0 L. \ \L__-8:~~-~--=----i2~O:'-!---_ 6' 0,(, i ,I PROVIDE HII~IKUM (3) r, HAIL.S INTO EACH too B_U~_K STR~.~~,_~~_L.L!:~.:...~U'i'.!.:~ c:UMJ) T...NA1L SPACING AT TOP At..:D SIDE S @ Elr =Ii ~S- 3'1 X ~b 'S.,v &oLE ~\'{Al~ ~M.'~Ll~"" W,AldOwS 1. BUC t< STRIPS ARE Tll BE CONTIl'lL/OU::' l PILce '''CHBCRS ON THE TOP At"D SIDES []f- OPENII~C:;~: IJ~[NCJ '''0 2 SYP PRESSURE TREATED LUMBfR i? USE R{.IM$U /REDHEAD 'TAPCD"" SCkEW'S AT S~ACING INDICATED BElOV BASED ON TOTAL S I zr. 11F' MASONRY ROUGH DPfNIN(j, :~ rOI< N[JMINAL Ix LUMBU< USE IN4-2J-l 0/4' ,( L: 1/4') seRE'w'S FOR NOMINAL 2>: L.UMBER USE Hw'4-314 (1/4' x 3 1/4'), INSTALL -1 APCON $Lf~[W'S PER MANUFACTURERS GUIDEUNES, T)GHTEt~ SCRE\.IS Tel SNUG - DO NOT OVERTIGHTEN, MJI>J!MUM eMBEDMENT INTO eMU OR CONCRETE IS I 1/4', 4, ANCHOR ~PACING IS F'OR I,JINDU\J OR UUUR DUCK STRIPS AT THE TOP AND SIDES or OPENINGS, THE SILL or DOORS AND 'vJINDO\.lS Ar-<[ TO BE ATTACHED PER THE MANurACTURERS It-JSTALLATION INSTRUCTIONS, EQUALLY SPACE ALL ANCHORS, 5 MANUFACTURERS SPECIFlCATI[)NS SUPERSEDE TI1($[ TABLES AS INDICATED. MAXIMUM OF'[NING HE IGHT T APCON SCRC\J SPACIJ'<JG AT TOP -5~:~--'---- - \J:J~~,H_"__j_ --"'-'-~~~2;-' S~,:[_~"j . :~'=~?~~-o:-=- .. 6"" 4' -----~~~~~---J ,: '..0' 12'-0" 12' (j,C ' ~--8'-1' ----- 12'-0' 1=-----15' "o,~"----J PiWVIDE: MINIMUI., (2) TAPeDN SCRE\JS; INHl EACH BUCl< STRIP MAXIMUI-1 OPEt'<JI NG ..'-__ -- '----_J I hearby certify that i ~ve reviewed this plan and found it to be in comptiance with sec;~ 1606 of the Florida b"Uding code, 2001 Edition, meeta the requirements for 110 mph wiftd zone (3 see gust). JE:> ,- U -'t:.2 <- Sign; .4..;4, V, h # 6603, Date: J.A. W. Davis"# SQ,03 P.O.Box 720 Webster. FIortda- 33697 page 1 Lof l~ CUNNINGHAM CONSTRUCTION CO. Window & Door Manufacturers Anchor Specifications e ~~ ~! i~ ~~ Ml~ ~'~ ~ ~ I' I .., % i1if !~ A ~j:' "'~ ~K ~~ ~~ ~';: ~ ~ l i~ ;~ "iq ;.,~ 21. < ~~l~ .....-. "': ~ %.S;i ! ; )>. ,I / / . ~<L/ /,/ ---'---~ I~ ,z 'J> Ii, CD'OJ 1"1 ;~ t ~~ ~ J .I / ; /. ""': .1,/ / O!. /.// // ~ / r r (~:1 ~~ ~ ~~ ~~ ~F ~c ~ ~~ ~ c: c:= g ::;9. " iIi ~s-- ---~'1 --r ";1\ I '" > I ...~ r~ - ~- "'~ ~-' i~~ ''\ 1" ~~ l&t~ Q~ ~~ ~~ ~~ ~~ ...,~ ':'I~ ~ U ~ n J> "'00 J> fT1 " Vl '::;c; -<2 ~ ~ i '" --,r I I 'I ~ \" ~ N "11"'0 ::0 1+ ,.., .p. (/) L.~ Vl oC ;;0 "'0"" V> ...., .. ~~ ~~ ~ Ii L ~~ ta_ I - i!! ---\ -c !:\~ oi i1I~ ~~ " , . f , ; ~ -,~ ~ ~ i x~ ~~ V1 ..A.lI~):<OM --t ~~<'~~~'l 0 " <D = ~w 3:: . f\J' t ::~l ;:: 20 o~ ~ of!. ~z ~~ >0 l>- - 0 pi ...,~ " ~ ~ 1- 0 ~...tt1 .Z::::!~V1 ~:z ",,~?~(j; . :-t a) g~ -i -y' r"'1 ~_' ~ ~ !;;J~ 3:: )l:.~ "~C'\ Vl - ~~~~c: .. ~~~r:u z z. ~ - s a 8 n ~ e. ru < II" ~up~~~~e8~~~i1iI:~~i1i~~~ ~~J~~~fil~eie;;~~~~~~~ J;:~~I~~;e~:iQ~i~l~~ M~i .~~~~ ~~!.l~~M~"~ ~~ M~ r ~~~ -( ~ X~ - ."lo'Ilo'IO~~ "'~~. z's''''',.,l ~:~~lB~' ~;~~~"~~~! g~~~i.o~ i1ix~ ~~-~ ~~ %M~7 ~i~ ~M~ .N~i r- ~C~na~ C ~~< ~~~~ y~ , ~i r ~ .~ -R~.- ~~~~i:~ ~~i i!' ! i~ :!ii... J~ i~-- -:cS g ~I ~~J~ 1~ pI~ ~~ ~ ~~ ~, ~~"_ l6 w~~; ~~ a7 t ~~ Ia~ ~ ~ i~! o;r , t I ~L b/ .~.:.. ( ..~ ..c. !!~ '3i .!l~ C ;1;- ilill ~~ ~ lil!: lil.. ..... ~ ! !l~ III e! , ! ; \' i ~~ n -:$ f-.~ ~~ ~ ~ .. i I hearby certify that i ~ave reviewed this plan and found it to be in compliance with ~~ 1606 of the Florida b\lilding code, 2001 Edition, meeta the requirements for 110 mph wiftd zone (3 see gust). / ~-2..3.- 0 ~ Sign; 4JJ. ;v/.. ~ #6603, Date: J.A. W. Davis"# 6&03 P.O.Box 720 Webster. Florrda 33697 page_t~of Ie.( CUNNINGHAM CONSTRUCTION CO. CV l<o~ S~lAl6;.L.ES ....,.-- ~-- 10/23/2003 10:58 3525180357 FROM : GAF Ben JennIngs PAGE 01/03 FAX NO. SlS279€l988 Jul. 22 2Be2 09:16PM P2 ~ QAF"MATERIALS CORPORAnON, "~ 1381 AIDS RaIId' W_ NJ 07470-....- .' To!: 9730621-3000 -~ March 13. 2002 Ta..Whnm It~..cancem:' SuBjeet: GAF.MaterialaCaJ:p(Q+IQ., Sbingie.Compliance,with th8 Aorida Building Code P....... be-~' thtat.thabBkwLGAFMC: sJ1irIfjea'. have- ttl8t8d. to. end. passed, ~. . PA'1or~'AS1l4:D:' 3181" (modified: to ,110' .)_ In: ~t;""4 thesa:~... PRaRUfadtJMdfo -w"'W'd ...'...-____ and,faund..to be il'C:amDfBncewith,ASTM 0.3462;.: A1/;such;. ~ t80w.. shingles. comply-With. the. FllqUirements- of:..tbe fJoRc:Ia BuiJcfrig'CQdci;, Sentine., A~So Ir-;p"_ Ju~~ Rayal,SovenIign . SlateIiNe:, - TTmbedinle.30:, . -l1ir1tiedii2aS'lt.ct -40'IM.; TIiI1b8dfRe='~: ..GlJmlf~~ Granclicany:on:n-' - ~"..........- COUnUY.iCstatesTM 'In aU C3S8S' the'$hingI.... went 'tested ' in SCCORJance.with .MooDC.PA-1OT..95. or, AS1lt.D\ ~{ma.IIW.-t&-W).-mpbf- witb-4-aailLper:. shiogL_ _ Be advi8d that GAFMC's illstllAJionsiOrapeciie,stHAgles~..requA. mote,+hsn-4; ""'''''par-~e. GAFMaterials:~ Contractors SeI'Yices . I hearby certify that i l1ave reviewed this I and '. ~~ 1606 of the Florida b"Uding code, 2001 :.:.0 found it to ~ !n compliance with Wlftd zone (3 sec gust). n, rneeta the requirements for 110 mph h I~-~~-~S Sign; {A- W. k # 6603, Date: < J.A. . Davis"# 6&03 P.O. Box 720 Webster. Florrda 33697 page-'~_of 1'1- r2~ - A0D (]7::>ri CUNN !f\)G~, C,::NS-r: 375~O LANj)/'::> )Ilain ,='tl1t::" _'tl--e:I. rJnae:.- 5...~OI " :.ilU:alOlL 141- 1, '500. ../:' ie_ :-:_ '?~c: ""7 ' --- 0) l/ ") - 3uiiriin~ ,.:;-: e:...-:r:c: ?um.omg: _V1===: :L.tlon:: ~1..,5 0 3('j ,50 Ni~ 3c O,u :::>. NIl} ~ j5w, o~ '::';'"1OU1 inDas..-:: _'--=::;: ._..jnn~~cn _....~ ~ 'mnat.:: _.~ state of rLoPJdJ<J NOTICE OF COMMENCEMENT r10 '5rt () County of TUB lrnDERSIGNED hereby gives notice that improvement will be made to c~rtain real property, and in accordance with Chapter 713, Florida Statutes, the follo~ing infor~ation is provided in this Notice of Commencement: 1. Oeser iption of Property: Parcel No. 3 q..:25 - .;;;J. / - CO <qtJ .~ LJOtJotJ -/tJ:::lO (Legal descript~on of the property and street address ~f available) 2. General Description of Improvement / rl X / ~ ~"j'J1 /Jcld/hfJ r; , 1111I111111111111111111111111111111111111I111111111111111111 2003192370 3. O\mer Information: Name Vo09/19S Ilddress..1'l530 LIJ/JrliJ I9-VE. City Interest in Property: OIJ}f)e~. MV/6R :Zt;/JIJ 1/ ~A~i'/.$ , Rcpt:724156 os: 0. 00 10/14/03 _ Rec: 6, 00 IT: 0.00 ~ Dpty Clerk State# 33:5t:/1 Name of Fee Simple Titleholder: (If other th~n owner) i~91~~~~M~:J:~SC01CO~NTl CLERK OR BK 558~ PG 344 City State Address ,'-~ R <1 . Contractor: N.:lme d,elJ1' Address /;1/5;) fT;(,i1i 5. Surety: N,::l.Ine A,nn/;19h/J,h /bt}/J Itlll/JI7//7J)JJ/1J 6'/?$r/!ke~/cn , / /' ~. City D~IJE (!./7 State n 33S;;;.5 City Stat2 Address Amount of Bond: $ 6. Lender: Name City State Address 7. Persons within the State of Florida notices or o~her documents may be 713.13(1) (a) (7), Plorida Statutes: designated by Owner upon whcm served as provided by Section tkmc Address City State 8, In addition to himself, Owner designates of to receive a copy of the Lienor's Not~ce as prov~ded ~n Sect~on 713.13(1)(b), Florlda Statutes. <J. ~xp.i.rn1.l.'Jn dl"lt..e or t1CJt.ic,e or Commencement. (the eJ<.plration date is 1 year rr~m the Uute uf r~cord~ng unless a different date is specified.) SiCJ:1ature of Owner: b day of ocrv BGR Sworn to and 2.003 ~ : L~ --., ;..)C I . ~ Cec'I' E. 01' .,.w.... ". 110 I\I9f !'i}l:'" "'", MY COMMISSION # DOl5M29 EXPIRES -*. .~ ~.::. ,~j November 4, 2006 ""l,ip,"F ""*~ BONDED THRU TROY FAIN INSlJIWlCt INC. ~ 11111" STATE OF FLORIDA COUNTY Of' PASCO THIS IS TO CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COpy OF THE DOCUMENT ON FILE OR OF PUBLIC RECORD IN THIS OFFIC~; ~11,NESS MY HAND AND OFFICIAL SEAL THIS~AY OF Oe. T 2Q.CJ3" JED.2f~~ CLERK OF CIRCU,IT COURT BY !!J.-7..( ,;J~ _ DEPUTY CLERK