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Home My WebLink About03-1980 1980 (813) 780-0020 5' '1 17;}r. L BUILDING .~ 3~' ELECTRICAL PLUMBING MECHANICAL Sewer Conn Water Conn: Property Owner: Job Address: ~ Parcell.D. # Water Meter: T.I.F:s: i ~~ It .A.. tcv /0';- tf~t: tlt:p~1~'! 01) Zoning: Descriotion of Work Radon Gas: h · iD FINAL t - 1 ~ .. 03 DATE NO OCCUPANCY BEFORE C.O. Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. c.o. DATE Inspector RLv ,j- !{To ?~ ~l~~ ~5(' BUILDING /lU- :~~~ff~:I4~ Company Address 8'13.. d . Telephone' 'tf5;;l- a t<,1a I (/~:<?:f Valuation or Contract Price City license Registration # State Certified license# ELECTRICAL PLUMBING Ftr.v/ 1-//-0'3 IZl Lf,J-!tfoTp. Servo Pre SLB ,/ 'f-/!- 0 3 .eL'1.Jlff'~ough In V' lintel Meter Can FRM. 1/ Const. Pole Insul. CL Pool WL Pre-Meter / Final V ~.Z3' D,> f2.L 4 Driveway .. "'/_11_ in !Z L Y ,I- 1;"1'iJ .SW? Y'-f7-C13 #Y'o REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of twenty-five and 00/100 Dollars ($25.00) shall be made for each trip for each trade: SLB Tub Set Water Sewer Fin Breakers Ducts Insl. Compresso Final 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. CITY OF ZEPHYRHILLS IINOTICE" OF ADD.ITION OR CORRECTION BUILDING DEPARTMENT DO NOT REMOVE I ADDRESS DATE PERMIT ." I 57 iSJ Alec..t k Or\. Ave ~ /2ll 0 ( '930 THIS JOB HAS NOT BEEN COMPLETED. T~e following additiqns or corrections sholl be mode before the job . will be accepted. -#u.^IA~1t +e 1'{j'j~G\ >..l-.eCl4;..~ ~-ovl IA 1I s:d,'",~ ~ ..ry \K k .G.,; ,b 11 5p.e (J;, ll.."'\ ~p.\A.b~ 1X? fo~.t p(l,re<O'\S;~er:.'\~ ~~ -tD ~l.((l( 01' -\- Loa J ~t" /lc*(.;"'ecl 4X 9 BeA,..n ~. S i..-) It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. AFTER CORRECTIONS ARE MADE CALL 780-0020 F R RE-INSPECTION OFFICE HOURS 7:30 AM - 5 PM MON.-FRI. INSPECTOR p~ I~ CWri)L U, l ('-&0 ~ fiDb>M j}LvfMl~()~ ~ 0Jfu€ ~~~ SQ.FI. Main 010 Other Area Under Roof Valuarion: PRICE ;..s _ -.;:> ~ Building: 17L.SV '3.5"'. ~~ Electric: Plumbing: Mechanical: Radon: to : -bD ~~ 1) ~ ti ,'?c School Imoact Fees: - Connection !<ees: APPLICATION FOR PERMIT CITY OF ZEPIIYRlIlLLS BUILDING DEPARTMENT ;J-:20-Cl 3 OWNElt'S ADDRESS JOB ADDRESS '€. 00/0- 6, U LEGAL DESCRIPTION: LOT(S).3LJ-J,J--J../ - ~ PARCEL LD.' 3'-l-J.S-~J- 0010-0/30 ~ Yd.,;} ~/O~"20JlJ 111lj,jJl~ (OBTAIN FROM PROPERTY TAX NOTICE) WORK PROPOSED:_New Construction vAddition ----..Alteration _Repair _Install _Sign _Move _Deaolish PROPOSED USE: ~ogle FUlily _M/F _' of Units _M/H _eo..ercial _Indust. _Swim. Pool _Other _Restaurant & Health Department APproval. J? DESCRIPTION OF WORK: Gt1n.fi1A.i-'- tl-~~ l/..auJ ~ ~ BUILDING SIZE: X Square Feet. Height RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. PERMITS REOUESTED ~UILDING vELECTRICAL $ Valuation of Total Construction AKP Service Florida Power Corp. W.R.E.C. ---1fECHAlO.GAL $ Valuation of Kechanical Installation _PLUMBING GAS ROOFING SPECIALTY TYPE OF CONSTRUCTION: _Block _Fralle _Steel Other FINISHED FLOOR ELEVATIONS: FT. IS PROJECT IN FLOOD ZONE AREA? YES NO ................................*********. PLUMBER CONTRACTOR SECTIPa.e'H ) COMPANY , State Cert. or Regist.' ~ City License Registration , *******************.***********. ~ BUILDER Signature COHPANY-Lkt: ((e-{- Rolxtg !t,u.s State Cert. or Regist. f ~ So 00 (p I City License Registration t 1.(?'7 *************.*****.*****.******* COMPANY State Cert. or Regist. f City License Registration t ***.***.***.************.*...*.**.******** Signature .... MECHANICAL COKPANY State Cert. or Regist. # Signature City License Registration . .*..........*....**....**.....*...****.*** OTHER COMPANY State Cert. or Regist. # Signature City License Registration # .......................*..........*......* APPLICATION APPROVED BY PERMIT OFFICER. CONIHT.lONS OF PEHMl'l' AFFIDAVIT A. NOTICE OF DEED HES'l'IUC'l'IONS The linJer8ig-lI~d-un(lerili:a'iid9l.iialiilis'iiel-.ii:'..av-ijesubject to "deed restrictiolls" which lay be lOre restrictive than City regulations. The undersigned assll.les responsibility Cor cOlpliance wiLh any applicable deed restrictions. B. UNLICENSED CONTHAC'I'OHS AND CON'l'HAC'l'OH HESPONSIDILI'l'IES If the ollner haR hired a conlractoror cOlllractors-to-ullderLake,iork-:-iheYlaYbe required to be licensed in afcordancf. with state and local regulations. If the contractor is not licensed as required by law, both the ollner and contractor lay be cited Cor a lisdeleanor violation under stat.e law. If the ONner or intended contractor are uncertain as to what licensing requireaents lay apply Cor the intended HOrk, they are advised to contact the City of ZephyrbiJls Building Deparllent, (813) 788-6611. Furtherlore, if the owner has hired a contractor or contractors, he iR advised to have the contractor(s) sign portions of the "Contractor Sections" of this application Cor which they will be responsible. If you, as the owner sign as the contractor, you are indicating that you, rather than tile contractor, are responsible for the wod. If the contractor wishes you to sign as contractor that lay be an indication that he is not properly licensed and is not entitled to perlitting privileges in the City of Zephyrhills. C. 'fRANSPOHTATION IMPACT FEES AND UTILITY CONNECTION FEES "" D. CONSTHUC'l'ION LIEN L1\W (CIIl\P'I'EU "/13, FLOlUIJA S'fA'fU'l'ES, AS AMENDED) I certiiy-Lha~ihe-appjlcalli-:-haVE!been provided with a copy of "Florida's Construction Lien Law - HOleowner's Protection Guide" prepared by the Florida Departlent of ngriculture and Consuler nCCairR. If the applicant is sOleone other Lhan the "oNner", I cerliCy LhaL I have obtained a copy oC Lhe above described..doculenl and prolise in good faith to deliver it to the "owner" prior to cO.lenCelent. , E. CONTHAC'l'OH' SLQWNEH' S AFFIDAVIT I certiry-that alj~he infuriation in this appji'cation~accurate and that all work will be done in cOlpliance with all applicable laws regulating construction, zoning, and land developlent. I Application is llereby lade to obtain a perlit to do work and instailation as indicated. I certify that no worl or installation has cOllenced prior to issuance of a perlit and that all work will be perforled to leet standards of all laws regulating construction, City codeR, zoning regulations, and land developlent regulations in the jurisdiction. I also certify that I understand that the regulations oC other goverlllental agencies lay apply to the intended work, and that it is IY responsibility to identify what actions I lust take to be in cOlpliance. Such agencies include but are not Iililed to: · Deparllent of Envirolllental Regulation - Cypress Bayheads, Wetland Areas and Hnvirolllentally Sensitive Lands, Water/Wastewater Treatlent . · Southwest Florida.Water Hanageaent Distfict - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses · ~rlY Corps of Engineers - Seawalls, Docks, Navigable Waterways · Departaent of Jlealth & Rehabilitative Servic~~nvirolllental Health Uni~ - Wells, Wastewater Treatlent, Septic Tanks · US Envirolllental Protection Agency - nsbestos abaLelent I ai8O-CeriliY~hai~i-fij~latef1al is Lo be used in Flood Zone "n" or "n,eLc.., it is understood that a drainage plan addressing a "colpensating volllle" 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 perlit prevent the Building Official frOl thereafter requiring a correction of errors in plans, construction, or vloiations of any code. Every per.it issued sball becOle invalid unless the work authorized by such per.it is cOllenced within six lonths of issuance, or if work authorized by the per.it is suspended or abandoned for a periOd of six IOnthR after the tile the work is cOllenced. One 90 day eltension of tile, aay be allowed for the perlit 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. \ WARNING TO OWNER: YOUR FAILURB TO RECORD A NOTICR OF COHHENCRHHNT KAY RESULT IN YOUR PAYING TWICR FOR IHPROVEHHKTS TO YOUR PROPBRTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR I.HNDRR OR AN ATTORN BY BEFORB RBCORDING YOUR NOTICE OF COHHHNCHKHNT. SUNDER $2,500 IN VALUH DO N9~ NEKD TO RECORD AND POST A "NOTICE OF COHHRNCKKBNT". . J)/.... # H IPYJ-.'1SJ--lff-s.ro-tJ -----SIGNAlrURF,:--COHTRACTOR srnn OF FLOlIlD~~ COUNTY OF The foreyoin i::J:t / - ,twas ackilOwledyed before me this '. ,~~ by <:/(/l./cU!; who W ~ersonallY produced as identificatio not take an oat STnTK UP FLURIUn COUNTY OF The foregoing instrument before me this was acknowledged , 1lI_ by who is personally known to me or who has produced as identification and who did/did not take an oath. (Signature) (Name Typed, Printed or Stamped) NOTARY PUBLIC 11--25-2002 JO:03am From-CUSiOM WINDOWS +13523682928 i-032 P,OOl/005 F-017 . ..--~ "... PROOIJCTTIii(:lJOf(OLOGY CORPORATION 250 JNTERNATIONA/.PARKwA Y SUn-E 250 HEATHRO~ FLORIDA 32746 PHONE 407 805-0485 FAX 407 805-0366 ENGINEER'S NOTICE OF PRODUCT ACCEPTANCE f# 04OZI09 Custom \V"mdow S:ysr~ 'nc. 981 N.c. 16- SInU Ocala, Florida 3+170 PRSeJUPTION OF tINt! Sheef2 Repon No.: NCTl..-21 0.2172-1 Dale:: 04124/02 Medel Dcsien.:arlQu: . "Cuardi:ln" AJumiinrm Prime Door S.}IS(em c....., Jlaorip-, PrJ"", "-";<11 01"';- sril.. 4 1<" X 2". Poor ID9 bo &lazed ... $O/i<!. AD Allllded Dl"'inum three hold Wich an O-A. hat- Of ,.. is empl~ C","",: - If Blazing Is ""P'-.llIass '" he IJB -Illiok --:lass _ an aJamin_;:Iazing bead. W..rIo.r-strJpp/q - A '"'Ble SIrip ofllulb >iayI-".....;p .. _.. -. door Ii...., "ember. lre_... -I'..,.. (4) 3" x 3'"'...., huahin:= DR ""plo)ed. One (I) dc:odbaIr loci _ at "PPtoxinwdy 37 II" ..... IDp 0( d.... - lact RII., One Cll C)bndricoIloci _ .. _imarely 43" _1Dp 0( door PDne' lact ""e Wcepholcs - No apparent weeps cmplO)ed. EVlD~NCE SUBM1Tl".ED Dota -piled - "'" tb/Jow;"g ..,. '-' NCn..2!l)-2m.l. signed and scaIalby Ilany l'onoOY. P.E. ~E~DLI~Ano~ . I. ^- jqo ... oob.... "'lUhod wind loads do no< ""-'I _Ii.. ...Iltplj.. so.O pst; indudin& bot oocl...it<d I. the FJorida Build.... CccIe Cwind -.. of ISO Dlpb or<), rile Slondo.-d Il1nldiag CccIe C\>ind _ aCII0 ..ph ... <J, ...d ""= rho JlT...... "'Inirem..... .... ......_by ASCI! 7 Minim... 0..;.. I.aodo tix-ll1nldinp ""d Oth" S~es.. 2. Un... W'.x 80" ll< ""oil... in ~ .... "JlFllted IUIc1<r dJls -=-eo. . 3. Un... ""p1"l'int! rII.dc... ... km_ iiisu""inrl B'- ... oppr""", lUId..-lltis__ 4. Application jqo building P<rn>it sIlall bo -l'IUIicd by. s.aled copy oflll;. _I. 5. WIlere <<q"n-od by lOCo 1 Of'dinance. imlaJlati", of onit requn-,...._ _.e .",.",. {;;f~&"" et 'nez. fI.e. Florida giStntion #47182 11-25-2002 10:03am From-CUSTOM WINDOWS TESTS SllMMARY: ' - +13523682929 T-032 P.002/005 F-017 Sheer 3 # 0402109 SER]Es 3500 SlNGLE ~G WllVDow TEsT REPORT: Nc.n,.210-2712-1 Test ~ AJJowed Results Air iafihr4tion @ 1.57 psf (ASTM B283) 0.26S tfin 0.3 can Passed Waur raAtance (ASTM ~7 I ASTA( E33l) 5RDhlft2(Qj 6.0 Dsi Noleab&c No Leakage ~ UDilann SUite 4\ir Preuure @ 75.0 PsfExteriof ~ (ASTM' E330) lJp;50.0 pst JJ~.O pst ~ Unifoma Static Air Pressure @ 75.0 psfluterior Nc.tative (AS'I"A( 2330) OP=so.O pst ~j.O_ Passed l'ora!dl:uJry (ASJ'M PS88) No Ehuy No~ .Passed DZSION' .PUSStncz -K4TlNG: POSlTIVEso.o P.S5' NEGAlWZso.o PSI" NO'I'E: Door Sju '1'CStcct 36- x son 1'1'1ip;ft:d by. Product TechnoJogy COlpDratiQn 2.50 ~tio11al Parbta:r Scire 250 . "'. . ' Heathr01\l. 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"" ~ 1-10 0::0 ~..., "'.... /;1 1.111 Q: Q.,> r- z- ~.~ ""Q. l-.I<t ~u il I! .!~ .... :'1 =1 ~! ~ .. } Q- ... ! 9: ::i j;: "'. l~ .., .. 6~ --< CQ :~ -, i <=;;= j'" i z ;- f.. ~-j .. 2- ~ -;:~ -i! . GO -'" ~~ ~}~ l! I ~~j ~ . -.. ....... 3' ,,; ..~l! l!;i ..... -~ .... 5~C ~~~ e --~ ;!J;: ~ ~< ~~t <!;; .....:.: ~s :- ~E~ -. .. i" .0: FROM 8174730249 KINRO EN '. .. ""f (WEOlJAN 15 2003 11:21/ST.11:20/NO.6346927926 P 5 WINDOW INSTALLATION & FASTENER PLACEMENT <:1--- 4 E> <C r f CD@- FIXED SIDE OPERATING SIDE ! "0" "X" <:} 3 t> HORIZONTAL SLIDE WINDOWS OR C> 6 <>-- 0> r FIXED LITE r ~ J 1 f l OPERATINC SASH <a-- 4 f> VERTICAL SLIDE SINGLE HUNG PICTURE WIN DO WS l After initial fasteners are placed run all other fasteners from one of them to the end 01 the member. . It is recommended. to alwAYs slart at the approximat.e center of the jamb. ~ c..? Z -< ....:J ~ ~ Z ::> o ::E ;:r.:: U) ~ ~ U:.. <r-- OR . <>---- 4 ---e> 3----c> DOUBLE END SLIDER COMBINATION WINDOWS TRIM SEAlANT/TAPE r Y1NDOW FASTENER \ "KETAL SIO/N'e SEALANT/TAPE INTERlon FINISH TYPiCAL SIDE JAMB CROSS SECTION WITH INTElIOR TRllf INSTALLED AFTER WINDOW INTERIOR FINISH Page 4 of 4 l/S'- TYPICAL SIDE JAMB CROSS SECTION WITH IN'riRrOR TIUW . INSTALLED BEFORE WINDOW ~ o z < ......:! ~ E-< Z ~ o ~ ~ Pil U) U) W U j:':ij a:: FRDM 8174730249 KINRO EN (WED) J AN 15 2003 11: 20/ST. 11: 20/NO. 6346927926 P o Kinl'o Recommended Window Installation Instructions Fo, Metal, Vinyl, Flush Mount and Recessed Fin Including Egress Units Revised May 29, 2002 MANUFACTURERS NOTE: If the window is not installed according to the following instructions, the window may not function properly. AD product liability and warranty could be void. I. Roum ODenin2 Preoaration A. Opening for windows should be framed in accordance with the required standards for size of window used in order not to apply any Ioadini to the win.1ow which may hamper its operation. The prepared rough opening should allow 118" clearance on each side and the head. including the thickness of pre-finished paneling, shims, liners, etc., where used. B. Window rouD oDenine: should be square: Check width, height, and diagonal measurements for squareness. There should be no more than 1/8" variation between these measurements. Avoid the use of warped, twisted. or knotted framing members. It is recommended that the sill of the rough opening be straigbt and level. Bowed or warped sill framing memben can result in a erowncd sill of the window. A .., C. Make certain all mounting swfaces (siding included) are securely fastened and flat around the perimeter of the window opening. Check the opening for correct size. Kinro recommends adding 1/4" to the actual window width and 1/4" to the actual window height for the rough opening si,..e. D. According to Federal Manufactured Home Construction and Safety Standard, the bottom of an Egress window shaH not exceed 36 inehes above the floor, nor Shall any latch or other device for the window, screen, or storm window which needs to be operated jn order (0 permit exiting, be located in excess of 54 inches from the .finished floor. II. Window IlI8taDation A. It is recommended to apply a suitable, good quality, non-hardening, water resistant sealant or 1/8" thick sealant tape to the back of the window mounting flanges in order to provide a good sea) with the homes weather-proof envelope. If a gunable sealant is used, a 3/16" to 1/4" bead should be centered over the mounting holes on the interior surface of the mounting flange. CAUTION: For vinyl windows, do not use a seaJant that contains solvents which may chemiCally attack vinyl. ;, B. Do Dot remove any shipping clips (if provided on the window series being installed: and always keep operatine sash closed and locked durin!!: instaOation. Page 1 of 5 -:n I I .. 00 - :J , <r U\ ..tJ Z I ....., N ~ tv - ." f] 'ft c::I ~ j ; .. FR.OM 8174730249 KINRO EN (WED)JAN15 2003 11 :21/8T.11 :20/NO. 6346927926 P 2 o C. Always handle windows properly. Always pick them up by both side jambs using . both hands. Never pick up and handle windows by the header only, sill only, or by one side jamb only. This can damage the windows and possibly rupture the glazing seal and/or joint caulking, thus resulting in a possible leak. D. Carefully insert the window into the opening. Center the window in the rough opening with the sill of the window resting on the gill of the rough opening. E. Drive the first fastener at approximately the center of the vertical frame jamb. Drive the second fastener on the opposite jamb at the approximate center. Drive the third fastener at the center of the sill member. (Note: When installing windows cheek the window sill for straightness. If the window siD u crowned, apply light pressure at the center of window sill until it is level. While holding the sill level, drive the third fastener into the center of the siD.) Drive the fourth fastener at the center of the head. Run fasteners, from one of the above fasten~> to the end of each frame member. Repeat this step until all fasteners have been inserted from the center of the vertical frame jamb outward to both ends of each member. Finish installing the fasteners from the center of the Frame Head and Sill outward to the end~ of each member. See attached drawing for visual guide to fastener pJacement of assorted window types. AU fastenen should be driven straight into the wiDdow frame. This sequence of fastener installation applies to both vertical and horizontal sliding windows, flush mount and recessed fin mount, for both metal and vinyl windows. A drawing is attaehed for visual referance. D After the initial fasteners are placed, it is important that the installer does not run the remainder of the fasteners in a continuous clockwise (or counter clockwise) fashion around the window. F. Avoid damage to the seal between the gla~s and the window gl87.ing member. Power drivers should be adjusted so as not to cause excessive dimpling of the, ' window flanges. Careless mounting procedures could negate window certification. G. ~f the exposed surfaces of the rough inside opening arc to be trimmed out with pre.-finished paneJing, it must be done in such a manner so as not to distort or twist the window frame memher~ and make the operating sash tight or inoperable. If interior trim is installed prior to window instalJation insure that enough room is left to allow the window to fully seat against the exterior wall surface. Do not obstruct locking mechanisms with inside trim, wood molding, etc.. H. Windows should be checked after installation to make sure that all moving panels, mechanisms, latches, and other hardware function properly. Any shipping clips must be removed prior to operation of the window. I. The window's exterior mounting flanges should be checked after the installation to assure an all-weather seal. It is recommended to seal the outside lOp of window ~ (full width) with a good quality sealant for additional insurance. Page 2 of 5 FRDM 8174730249 KINRO EN (WED) JAN 15 2003 11: 21 1ST. 11: 20/NO. 6346927926 P 3 o J.. The use of any appurtenance system not approved for the Egress window or any alterations of an approved appurtenance system negates the window certification. The operating instructions and certification label arc a pcrmanent part of the Egress unit and must not be removed. K. There should not be any obstruction placed, attached, or located inside or outside an Egress window which would hamper direct access to Egress Devices or encroach on the minimum dimensions of20" for horizontal, 24" for vertical, and five square feet required for exiting. Caution: Flammable fabrics could prevent access to the exit devices. L. An operational check of each installed Egress Window 01" Deviee shall be made at the Manufactured Home Factory. It is recommended that the Manufactured Home Factory record and retain a permanent record of the serial number of the Egress unit in direct correlation with the serial number of the Manufactured Home in which it is installed. This will facilitate correction, recall and notification for non-compliance dcfccts and I or imminent safety hazards. M. Do not install vinyl windows on top of vertical or horizontal metal siding. Flanges may be damaged and leaks may occur. Warranty is void. III. Fasteners D A. Either screws, nails, or staples may be used as fasteners for your installation. The fastener must penetrate the stud at least one (1) inch, allowing for exterior sheathing. W c punch mounting holes in our window flanges to assist our customers who use #8 sheet metal screw fasteners. Other equivalent fasteners would be as follows: 1. 6D nails 2. 6D barbed nails 3. 18 gauge galvanized wire staples, 3/8" coated ends B. "Any fastener, either screw, nail, or staple that is left exposed to the weather should be of a plated tyPe that will not corrode. C. In Wind Zone 1, to meet the requirements of stnictural strength, on uneven corrugated siding, a fa~tener should be placed in every hole to ensure a proper weather seal aroWld the perimeter of the window. On smooth wood fInish siding, a fastener in every other hole for aluminwn windows and every hole for vinyl windows is recommended. The nail or staple does not have to be in the hole, just in the general location. When installing a window in this fashion, the installed window should be checked to ensure that there are no excessive dents or rises in the fin that would aU ow a water or air Jeak. Exterior type trim could then be placed over the window. I>> Page 3 of5 FROM 8174730249 KINRO EN (WED)JAN 15 2003 11 :21/ST.11 :20/NO. 6346927926 P 4 o. Note: For vinyl windows, leave an appropriate gap between the edge of the siding material and the window frame to allow for siding expansion and contraction. For large vinyl windows with recessed fInS (size 72" in width and wider) Kinro recommends a sill support (minimum 1" thick) be installed underneath the projected frame sill on the outside. Support should be centered on the window and not obstruct the windows comer weep holes. D. In Wind Zones II & Ill, one fastener should be placed in every mounting hole to meet structural strength. Except for the required number of fasteners, follow all instructions listed for Zone I. . - Page 4 of 5 FROM 8174730249 KINRO EN (THU) NOV 21 2002 13: 33/ST. 13: 32/NO.'634692'7306 P 1 Fax Transmittal Cover Sheet TO: Palm Harbor DATE: November 21,2002 TIME: 1:34 PM A TfN: Roger Blevins FAX TO #: 813-""1368 6 s<;'- lZz ~ DOCUMENT DESCRIPTION: Kinro, 9750 series gold label residential windows TOTAL PAGES (Including thb cover page): 6 COMMENTS: Sir: Our 9750 series vinyl window is certified wlder AAMA 101 liS 2-97. Our vinyl window passes all requirements, including forced entry testing. A copy of test # 31570A, AAMA 101 certification, and l~st # 315700, additional structural testing per ASTM E 330, follow. A 9750 series window of a 36" x 60" size has passed a DP 66 rating (test pressure 99 pst). All windows smaller than that size are qualified under that test. OP 66 rated windows meet the requirement for 8 Basic Wind Speed of 150 mph, per ASeE 7-98. When ordering windows for residential use; please indicate the need for "residential labeling". and the required DP (design pressure). John A. Schultz Engineering Department 500 Airport Drive Mansfield, Texas 76063 817-473-4421 Fax-817-473-0249 .""". .'-'. '-" . FROM B174730249 KINRO EN (THU) NOV 21 2002 13: 33/ST. 13: 32/NO.' 634692'7306 P 2 TELEPtlONlO (AREA COOE 214) 515-01jf.G ~ '21-1400 CAllU; AOtlAESS "DALAi" o o ALL A S LAB 0 RAT 0 R I E S. INC. MIMI",S AMEftlCAN INSTITUTE OF CHEMICAl. fHCIINEEM. NATIONAL SOCIETY 01' PROFESSIONAL !NOINEEAS TEXAS SOCIETY OF PI'IOFESSlONAL ENG/NEEFlS ASM INTERNATIONAl. SOCI!TY Of' "!TFIOt.rUM !NGlNI!l'l$ Of" AIUe CONSULTANTS AND TECHNOLOGISTS ANAl.VTICAt, ANO ReSEARCH CHEMISTS- CHl;MICAL ENGINEERS - P~OLEUM ENGINEERS P. 0. BOX t52837 . 1323 WALL ST. MEMBERS AMERICAN CHEMiCAl SOCIETY AMERICAN SOCIETY FOR TESrlNG MA"reRIAL AMEFOOAN NATIONAl STANDARDS INSTITUTE AMERlCNI SOCIETY FaA QUALITY CONTFlOL DAlLAS, TEXAS 75315 Submitted by: Kimo, Inc. 500 Airport Drive Mansfield, TIC 76063 Date: 1anuary 16,2002 Ann: Mr. John Schultz RCDort No.: 31570 A REPORT Product TVDe: Vinyl Single Hung Window SDccific:ation: AAMA INWWDA 1011 I.S. 2-97;.H. R2S - 46x77 Series Model: 9750 Frome Size: 3' 10-W' X 6' 5" D Sasb Size: )' 8-7/16" x 3' 1-13/16" !;onfi2uration: OIX FRODUCT ntSClUPTION WeatbentrilJOio2: One (l) line of (0.250" thickness) pile weather-strip with integral plastic fin at interior fu:e of fixed interloclc: rail, lateral face of operable sash stile and bottom rail, and eJrterior face of operable sash (full perimeter). . Hardware: One (1) spiral ba1an~ in each frame jamb. One (I) meral pi\:ot bar at each end of operable sash bottom rail. One (1) plastic tilt latch at each end of operable sash interlock rail. One (1) (metal or nylon) sweep lock approximately 5-112" from each end of interlock rail (33" maximum spacing). Class: Fixed lire had sealed insulating glass: 2 pieces of double strength annealed with a 1/2" air spacer making for a y." overall thickness. Operable sa..'1h had sealed insulating glass: 2 pieces of single strength annealed with a 9/16" air spacer making for a W' overall thickness. Glazin2: Exterior glazed with double-sided foam glazing tape and vinyl snap-in glazing bead. D W<<D Arranaement: One. 1/4" X 1116" weep hole at each end of sill (Jareral face adjacent to exterior molding leg). One 114" x 1/8" weep hole at each of sill, adjacent to operable sash pocket in jambs. Note: 'l:his punched weep hole breaks internal vertical median leg of sill. Reinforcement: Fixed interJock rail reinforced with aluminum (extrusion # RA09736). Sash interlock rail reinforced with aluminum (extru.'lion N RA09747). ...._ .....1.... ....___ __ _._ .__.._ _.. __,_ F R OM. 817 4 73 0 2 4 9 KIN ROE N (THU) NOV 21 2002 13: 33/ST. 13: 32/NO. €346'92'7306 P 3 THE CALLAS lABORATORIES. INC. e Page :2 - Report # 31570 A Sealant: Sill to jamb joint sealed with small joint sealant Other Features: }t'ramc and sash comer conStruction are mitered and welded. Fixed interlock rail is secured to eacb jamb by two (2) #8x2" screws. Date TestiDt! Started: January 8, 2002 Date T.,.tioll Com Dieted: January 16,2002 Test Performed at: Kinro, Inc. testing facility in Mansfield, Texas Performance Test Results Spec:ifjca tion Paral[raDIt No. Title ot Test Test Method Measured Allowed l' 2.2.1.6.1 Operating Force 24 Ibs. 30 lbs. 2.1'.2 Air Infiltration ASTM'E 283-91 @ 1.57 psf 0.14 CFMlFr 0.30 CFM/Fr i The test specimen exceeds the performance requirements of AAMAINWWDA 101-97. Air values were reported at the requesr of the manufacturer. 2.1.3 WaIer Resistance ASTM E 547.96 @2.86 psf(with & without screen) No leakage No leakage 4.3 Water Resistance ASTM E S47.96 @ 3.75 psf(with & without screen) No leakage No leakage 2.1.4.2 Unifonn Load Structural ASTM E 330.97 - Positive 22.5 PSF'" 22.5 PSP - Negative 22.S PSF'" 22.5 .PSF* . Permanent Set (stile) 9.085" 0.151" 4.4.2 Uniform Load Structural ASTM E 330-97 - Positive 37.S PSplIo 37.5 PSF* . Negative 37.5 PSF'" 37.5 PSF- . Permanent Set (stile) 0.032" 0.151" (meeting rail) 0.063" 0.178" 2.2.1.6.2 Deglazing Test ASTM E 987-88 - Left Stile 0.090" - :n.8 % 0.395" - Meeting Rail 0.107" -20.S % 0.522" - Right Stile 0.084" - 19.9 % 0.422" - Bottom Rail 0.102"-25.1 % 0.407" 2.1.7 Welded Comer Test No break over No break over ~ entire weld. entire weld. FROM 8174730249 KINRO EN (THU) NOV 21 2002 13: 33/ST. 13: 321NO. 6346927306 P 4 THE DALLAS LABORATORIES, INC. e Puge 3 - Report # 31570 A 2.1.8.1 Forced-Entry Resistance ASTM F 588-97 TYpe A Assemblv Grade 10 10.1 10.2.1.1 10.2.1.2 10.2.1.3 10.2.1.4 10.2,1.5 10.2.1.6 10.2.1.7 10.2.1.8 Lock Manipulation Test Al Test A2 Test A3 Test A4 Test AS Test A6 (Exterior Sash) Test A7 (IntcriOT Sash) Lock Manipulation No Entry No Entry No Entry No Entry No Entry No Entry Not applicable No Entry No Entry -No glass breakage defannation. or other damage causing the unit to be inoperable. No EnlTY No Entry No Entry No Entry No Entry No Eutry Nu Entry No Entry No Entry The above results were secured by using the designated lest methods and they indicate compliance with the performance requirements of the above referenced specifications. This repon does not constitute certification of this product, which may only be granted by AU. D DALLAS LABORATORlES.INC. TISTING LABORATORY !/ & ftI~ Larry C. Warren .i.CW: lcw 8 FROM &174730249 KINRO EN (THU) NOV 21 2002 13: 33/ST, 13: 32/NO, 0346'927306 P 5 . ra.ePHoNe fAREA CODE 21"1 ~. ~ '21-1 tOO CABLE ADDnESS "DAlAS" 4i o ALL A S lAB 0 RAT 0 R I E 8. I N C, "E~lIEA8 \ME~ 1N8'nTUTE OF CHeMICAl ENOINEERS. .&.\TlONAL 80C1ETY OF PIlOFUSlONAl. ENGINEERs rl!XAS SOCI€TY OF PROF!9SlONAL. ENGINEERS \aM INTEANAl'IONAL IOCIErY OF PETAOLEUM ENOINEERS OF MotE CONSULTANTS AND TECJofNOlOGISTS ANAL YT1CAL AND RESlaRCH CHEMISTS _ CHEMICAL ENGIN[ER$ - PfTROLEUM ENGINEERS p. O. BOX 152837 1323 WALL ST. MEMBERS AMERICAN CHEMICAl. SOCIETY AMERICAN SOCIETY "OR TESTING WlTeA'-'L AMERICAN NAllONAI, STAHOARCS INSTll'VTE AMERICAN soclm Fall OUAUTY CONTROL DALLAS, l'EXAS 75315 Submitted by: Kimo, Inc. 500 Airport Drive Mansfield, TX 76063 nate; January 16, 2002 Attn: Mr. John Schultz RcDort No.: 31570 D REPORT frodud Tvue: Vinyl Single Hung Window Soeeincation: ASTM E 33()"97 Series Model: 9750 o Frame Size: 3' 0" :x; 5' 0" SasllSize: 2' IO-1I4"x2'S-SI16" Confit:uration: OIX PRODUCT DESCRIPTlON WeatbcntrIDDinll!: Onc (1) line of(O.250" thickness) pile weatheNtrip with integral plastic tin at interior face of fixed interfoc;k rail, lateral face of operable sash slile IUld bottom rail, and exterior face of operable saSh (full perimeter). Hardware: One (1) spiral balance in each frame jamb. One (1) metal pivot bar at each end of operable sash bottom rail. One (1) plastic tilt latch at each end of operable sash interlock rail. One (1) (metal or nylon) sweep lock approximately 5.112" from each end of mterlock rail (22-3/4" maximum spacing). Gis..: Sealed insulating glass: 2 pieces of double strength annealed witb a 1/2" air spacer making for a J;''' overall thickness. Glazim!: Exterior glazed with double-sided foam glazing tape arid vinyl snap-in glazing bead. IF'\ W WeeD ArraD2emene: One 1/4" x J1I6" weep hole at each end of sill (Jateral face adjacent to exterior molding leg). One 114" x liS" weep hole at each of sill. adjacent to operable sash pocket in jambs. Note: . This punched weep hole breaks internal vertical median leg of sill. Reinforcement: Fixed interl~k rail reinforced with aluminum (extrusion # RA09736). Sash interlock rail reinforced with aluminum (extn.lsion # RA09747). Sash stile reinforced with aluminum (extrusion # RA09767). -~.. ...... ............... -- -.- ..--..- - -~-_...... -- - o. it ;) .<8174730249 KINRO EN ;.THU NOV 21 2002 13: 33/3T. 13: 32/NO. 6346927306 p ~ TH'E CALLAS LABORATORIES. INC. Sealant: Sill to jamb joint sealed with smaUjoint sealant Page 2 - Report # 31570 D Otber Features: Frame and sash comer construction are mitered and welded. Fixed interlock rail is secured to eachjamb by two (2) #8x2" screws. Date TestlD!! Started: JanuarylO,2002 Date T~tinl! ComDleted: January 10,2002 'rest Performed at: Kimo, Inc. testing facility in Mansfield, Texas Performance Ted Re..'IUJb Title olTest Test Method Uniform Load Structural ASTM E 330-97 - Positive - Negative - Permanent Set (meeting rail) Mea$ured Allowed 99.0 .PSP 99.0 PSF* 0.063" 99.0 PSF* 99.0 PSP 0.144" aNo glass breakage deformarion, or other damage causing the unit to be inoperable. The above resulu were seemed by using the designated test mc:thods and they indicate compliance with the perfonnance requirements of me above referenced specifications. This report does not constitute certification of'this product, which may only be granted by ALl. DALLAS LABORATORIES. INC. TESTING LABORATORY VC? :Jv~ LanyC. Wam:n LCW: lew CITY OF ZEPHYRHILLS IINOTICE" OF ADD.ITION OR CORRECTION . BUILDING DEPARTMENT DO NOT REMOVE I ADDRESS DATi PERMIT "" I 3/ "'/5'"1 l\Je",k12,., 4,,(. 5/,'>/0") 1980 THIS JOB HAS NOT BEEN COMPLETED. T~e following additiqns or corrections shall be made before the job will be accepted. , S~:l..:~:n~ M!l'4r ~ be "..:led c.a"rol;~, .(...g e",,; _e~_(!.c/ Plc..".f. It is unlawful for any Carpenter, Contractor, Builder, or other persons. to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. AFTER CORRECTIONS ARE MADE CALL 780-0020 FOR RE-INSPECTION INSPECTOR ~ f- ~~ OFFICE HOURS 7:30 AM - 5 PM MON.-FRI. CITY OF ZEPHYRHILLS IINOTICE" . OF ADD.ITION OR CORRECTION . BUILDING DEPARTMENT DO NOT REMOVE '* ~Il -\-0 It is unlawful for any Carpenter, Contractor. Builder, or other persons, to cover or cause to be covered. any part of the wor1< with flooring, lath. earth or other material, until the proper inspector has had ample time to approve the installation. OFFICE HOURS 7:30 AM - 5 PM MON.-FRI. AFTER CORRECTIONS ARE MADE CALL 780-0o;;tl.O R Rt:~N INSPECTOR . , Permit Number Parcel Identification Number 31- ~z/-CJ 0 /0- 0/ zt7 () P~epared By: ., ~~~ (~~ _ .-li- Return to: ~'u5'- S. 91 . ~. rl~ q-~?JS-~ h NOTICE OF COMMENCEMENT ~~~~;fOf ~~':; 111111111111 1111I11/111111I11111111111111111I111111/ 11111111 2003059341 Rcpl: 669069 OS: 0.00 04/03/03 Rec: 6.00 IT: 0.00 ___uo._ Dpty Clerk ~.a. JEO PITTMAN~ PASCO COUNTY CLERK 04/03/03 0~ : 58pm 1 of 1 OR BK 5302 PG 1321 The undersigned hereby gives notice that improvement(s) will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Descri~~o.n ~f~~operty (legal des~fip~on of the property, and street address if available) q;~&D ~(WV\4 th- &J-p. 2. Gen~~th;J;ie~ent(s) ~_ ~ 3. Owner information NameA~c): ~'I~ Telephone Number Address 7 ~ <IS -' ~.P (2,. . Fax Number ~'~.l. . '3'3~'?>1 4. Fee SimpleTi~le Hofuer (if other than owner shown above) Name Telephone Number Address Fax Number 1!3-7J;J.,-/g~ b 5. Contractorll. 1_ I'. t. .. ..!1J . J ~ Name ~~TJ Address ~os s: ::r,~~ e ., fJ/~+ t11 /'9r. 33S-6/J 6. Surety (if a0y Name .1 Address IV) It- 7. Lender (if any) Name, I.,t J. Telephone Number Address tv i 11- Fax Number 8. Persons wit in the State of Florida designated by Owner upon whom notices or other documents may be served as provided by S713.13(I)(a)7., Florida Stattltes. Name // Telephone Number Address ftI; If-- Fax Number 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 9713.13(1)(b), Florida Statutes. Name Address Telephone Number Fax Number F/3- 1,) iX- 316/-- bx..} ~:J Telephone Number Fax Number Amount of bond $ Telephone Number Fax Number 10. Expiration date of notice of commencement (the expiration date is one year from the date of recording unless a different date is specified): 1t;:W ::27-:?Z1zi 3 ~ Signed Signature 01'0 Swom to and sub~~riQed befor:eme this ~..3~day of (1_. ) . M A iUUe: 1- <216 t>J -::z.A Le:'2--. . . '. , who ~personally know to me OR produced Dc I "b~ (~. . i.!:.~:L . as identification. . I .' ,20-43.., by SHAMILYN L. WALSH NOTARY PUBLIC-STATE OF FLORI[@.i COMMISSION #00101854 MY COMMISSION EXPIRES APR. 4, 2006 106.34' 1-- ~ to I i' 21'-0' 15'-0' < I I .----~1 I NEW RAISED SCREEN PORCH 10'x20' /\ ' i------------6~~8~~HLV 77 T /777 - 7777- - 7 - 77 - - I : I / // / / / / / / / / / / / / / / I / i ~/ / ;/~ I 30114'Wx27'H / / / / / / / / / / / / / / I WINDOW / I / / / / / / / / / / I I I I I I I I I ~ i" ~ .q- .. o I N l'0 NEW GARAGE 15'x32' / / / / / / / / / / / / / / / / / \ \ \ \ \ \ 60'-0' 4'-6' 6'-0' 4'-6' 1< ~ 0:-,< >1< OVERHEAD DOOR \ \ SITE PLAN \ SCALE: 3/16'=1'-0' * DOOR/WINDOW SIZES PER OWNER \. " ""- ~ '-.. '-.. ~ -... 81.81' -... ----------- 411 SNAP-N-LOCK ROOF PANELS FASTEN W/ #10 SCREWS @ 12' 1\\\ . Pt. \< . 1').~ /rJ3 4' SNAP-N-LOCK ROOF PANELS ~'J(L.{ ~A-M'l~ I ~"()/C- /).)( {I'fIOW tJcJ. n~\ \fJ .3 I ~n fdjfS And. (PI' ~ ~;ta uS€ S\~f~ H-s \~etc-~Q\\'f~ 6 V\, l' ~~k.. <; \.v. d -\-0 f <4- ~o \to'w-- FASTEN w/ #10 SCREWS @ 12' 12 1/2111 ~SNAP-N-l::OO-K 'ttAtt-PANCLS. 2'x9'xO.072xO.224 BEAM FASTEN wi U-BRACKET TO WALL W/ (8)-#10 SCREWS I u J . flQ' \s Tv r ""'~. ~d H(]'M., 1- H~~ l ~~ J. .T'^~"~F'C\tt, I~cl ~ f\~!.Ot.{II~{IlJ. us,~ ~~I~tJ ~~ ~ M.~,e. 6(20)03. LA S t 'Dou. b \ t. 3 '}- ~ p:;~~ 0, Dc." 0 J'"^'v-~ -{o ~Wfr~ LUf\-J. ~ ~o~q~ ~ ~ ~ ~1~ ,,^.A,~. O/:J.O!d3 G:: ...... -H 0::: .. W o > ,I co 0 -..J W ...... lJ.. RECEIVING CHANNEL ANCHOR wi V2'x8' LONG @ 4'-011 {' SLAB ON GRADE w/ FIBERMESH ON 2,500 SOIL COMPACTION \ ~.~ SCALE: '/2'=1'-0' 12'x811 MONO W/ (1 )-#5 CONTINUOUS .Q"^Y p.T: ~St ~1i.~cJ2.iic! tc Cot\~f.ct.~ t, ~\4b w~ ~ It X 4 If . '6 fXffn\S'c>~ P.:o 1-5 ~4 \I a/a... M.~.~. s: ~o 03 SECTION --I 10'-0' I I l ,---- '< EXISTING RESIDENCE I I L__ - o I N l'0 o o o i" , -.,; \ t., . .. o ,I r- C'J --~ FASTEN W/ #10 SCREWS @ 12' EXISTING RESIDENCE WALL FRAMING ADEQUATE TO SUPPORT CARPORT LOADING PER 2001 FLORIDA BUILDING CODE SECTION 1606 LOADING CRITERIA 12 11/2' 3'xO.032'1 PAN ROOF FASTEN W/ (4)-#10 SCREWS ----- = RECEIVING CHANNEL. FASTEN wi #10 SCREWS @ 12' fF RAISED l1J~REEN PORCH G:: ...... -HO::: .. w <0> I , 0 i"-..J W ...... lJ.. 2'x2'x0050' CHAIR RAILS -; . (2)-# 10 SCREWS \ 4' SLAB ON GRADE w/ FIBERMESH ON 2,500 SOIL COMPACTION 6 MIL VISQUEEN TERMITE TREATMENT 2I1x3'xO.070 / HEADER ~ KICK ~~. 811x16'1 MASONRY @ 5'-0' W/ #5 VERT. IN FILLED CELL ~ SECTION SCALE: %'=1'-0' fl . r . '\ .. . NOTE: 1. DESIGN CONFORMS WlTH 2001 FLORIDA BUILDING CODE SECTION 1606 130 MPH WIND LOADS. 2. WOOD No. 2 GRADE SOUTHERN PINE. 3. IMPORTANCE FACTOR = 1.0 4. EXPOSURE 'B' 5. INTERNAL PRESSURE COEFFICIENT = ::l:0.18 6. COMPONENTS/CLADDING ::l:42 PSF. 7. CONCRETE 2,500 PSI. 8. REINFORCING 60,000 PSI. 9. FIELD VERIFY EXISTING CONDITIONS. 10. ALUMINUM 6063- T6. IJ) z3 WW 1-1-0::: IJ)IJ)U 0:<1J) ~ n.. u.: o 0 l{) 'r- 02X~ '::J:< I OZ2,........ x...... C'J ~20'--' x::J I ""- .. -..J, :> C'J:<tO:> - 2HX2' SCREEN CHANNEL FASTEN w/ 1/4'~ x 2'/2' TAPCONS @ 16' ;r SPLIT FACE BLOCK -H 02= .. --.J....... .q- W Cl::: I ......w N lL.> Wx16' Wi (2)-#5 Michael /\ RrJbinson, p E MICHAEL A. ROBINSON, P.E. ~~, (Rust, ) STRUCTURAL ENGINEERINGj INC. r~;DUSTR!.';L, CGMMERC[~l, anj RESICElH!AL L"f. E LAt W, FLORiDA SCALE: AS NOTED r PROJECT t.~,-- ~36~_ '~(~f~ PAU,,1 H,.;FBOP COriSTRUCTI1.JtJ CRAhD HORrZOtiS - i'~~Uf<Ci\J ~VErIUE RAISED SCREEN PORCI1. Sr<ED, an,j CAF:PORT Florido Req;stration DRAWN BY: RR 1 DRAWING NU'JBER '1 REVISION No. 28317 CHECKED: ~t';R 0 DATE: 2-12-03 8-01 i \-- 21'-0' ~ f'-: '<;j- ~ < I I \ \ \ \ \ \ \ \ \ \. " ~ " " ~ .. a I N 1'0 ..... ..... ~- 4'-6" 15'-0' 36"Wx80'H DOOR 7 ~ NEW GARAGE 15'x32' ....J w f><'\ \)~\ ~ ~ 6'-011 I I I I I I :::,< 4'-6" .1 OVERHEAD DOOR FASTEN W/ #10 SCREWS @ 12' 1/201 /411 SNAP-N-LOCK I WALL PANELS RECEIVING CHANNEL ANCHOR W/ '/2"XS" LONG @ 4'-0" , ~! ~ G: ...... tl 0::: .. w 9. > , 0 co .J W ...... lJ... 106.34' .. <0 I r-. NEW RAlSED SCREEN PORCH 10'x20' / 60'-0" tJ ~U)\ 0 W'\ ~ SITE PLAN SCALE: 3As"= 1 '-0'1 * DOOR/WINDOW SIZES PER OWNER 81.81 ' 4" SNAP-N-LOCK ROOF PANELS FASTEN WI #10 SCREWS @ 12'1 2'1x9"xO.072xO.224 BEAM FASTEN wi U-BRACKET TO WALL W/ (8)-#10 SCREWS 12 II GARAGE II 4'1 SLAB ON GRADE wi FIBERMESH ON 2,500 SOIL COMPACTION ~< 12'x8" MONO W/ (1 )-#5 CONTINUOUS SECTION SCALE: %'1=1'-0' l .. I 10'-0'1 --I / / / I I I I I I I I I I I I I 301/4'Wx27'H I WINDOW I I I I I I I I I I I 30'/4'Wx27uH I WINDOW I I I I l I I I I I I L____ _______ 77//777- 7777-- 7- 77-- / // / / / / / / / / / / / / / / I // / / / / / / / / / / / / / I // / / / / / / / / / / / / 4'1 SNAP-N-LOCK ROOF PANELS .. a I N 1'0 .. a ) ..- ('.j 4" SNAP-N-LOCK WALL PANELS , a a a f' --~ I I '" ,----- EXISTING RESIDENCE L__ FASTEN Wi #10 SCREWS @ 12'1 \3'xO.032' PAN ROOF \ FASTEN W/ (4)-#10 SCREWS~ I U1 z3 WW f-I-O:::: (j)U1U O<{U1 .. " u.: a'-'- a lJ) . .- 2'x2'x0050' a ~ x~ CHAIR RAILS " . ~ ~ ~ J-- (2)-#10 SCREWS \ n ~ 0 ~ x::> I "'" .. ....J, :> ('.j<{tD;> EXISTING RESIDENCE WALL FRAMING ADEQUATE TO SUPPORT CARPORT LOADING PER 2001 FLORIDA BUILDING CODE SECTION 1606 LOADING CRITERIA 12 \ '/2" RECEIVING CHANNEL. FASTEN WI #10 SCREWS @ 12' [RAISED SCREEN PORCH G: ....... -H~ .. W <0> I , a f'....J W ~ 4'1 SLAB ON GRADE WI FIBERMESH ON 2.500 SOIL COMPACTION ~6-Mlb--VI.sQUEg~ TERMITE TREATMENT "- \ 2'x3'xO.070 l HEADER ~ KICK ~ ~ 2'x2' SCREEN CHANNEL FASTEN W/ '/4'~ x 21/2' TAPCONS @ 16' tl 0 t · -..J ...... ~ wO::: I ......w N LL > - SPLIT FACE BLOCK SUx16' MASONRY @ 5'-0'1 W/ #5 VERT. IN FILLED CELL ~ 2> SECTION SCALE: 'h'=1 '-0' 'V S'x16' W/ (2)-#5 nP!Il' ~. R:::''/I~WED OATE--:LlJi. ;;, J BUllOING DEPT APPROVED t!tt<Z> NOTE: 1. DESIGN CONFORMS WITH 2001 FLORIDA BUILDING CODE SECTION 1606 130 MPH WIND LOADS. 2. WOOD No. 2 GRADE SOUTHERN PINE. 3. IMPORTANCE FACTOR = 1.0 4. EXPOSURE 'B' 5. INTERNAL PRESSURE COEFFICIENT = :1:0.18 6. COMPONENTS/CLADDING :1:42 PSF. 7. CONCRETE 2,500 PSI. 8. REINFORCING 60,000 PSI. 9. FIELD VERIFY EXISTING CONDITIONS. 10. ALUMINUM 6063- T6. Michael A. R'/.li nson. P. E MICHAEL A. ROBINSON, P.E. ~~1tL . (Rusty) STRUCTURAL ENGINEERING, INC. HlDUS1RIM. COMMERCIAL, anj RESIDENlIAL LA~ELAND, FLORIDA SCALE: AS NOTEDjF>ROJECT tJo.: 4863 S'{7'D~ u PALM HARBOR CONSTRUCTION GRAND HORIZONS - NEUvOI~ AVEtjUE RAISED SCREEN PORCH, SHED, and CARPORT Florida Registratioll DRAWN BY: RR I DRAWING NiJMBER I REVISION No. 28317 CHECKED: MAR S-O 1 0 . DATE: 2-12-03