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HomeMy WebLinkAbout03-2179 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780-0020 BUILDING PERMIT SINGLE FAMILY RESIDENTIAL 2179 Permit Number: 2179 Issued: 6/25/2003 Permit Type: GENERAL BUILDING PERMIT Class of Work: 434-ADD/AL T RESIDENTIAL Proposed Use: MOBILE HOME PARK Sq. Feet: Est. Value: Cost: 8,378.00 Total Fees: 112.50 Amount Paid: 112.50 Date Paid: 6/25/2003 Address: 3543 TOURMALINE DR ZEPHYRHILLS, FL. Township: Range: Lot(s): Block: Section: Book: Page: Subdivision: EMERALD POINTE Parcel Number: Name: A TO ZALUMINUM PRODUCTS INC Addr: P.O. BOX 192 ZEPHYRHILLS, FL 33539 Phone: (813)715-7523 Lic: Work Desc: LANAI Name: MCKISSIC ALLEN Address: 3543 TOURMALINE DR ZEPHYRHILLS, FL. 33542 Phone: (l'I^J1 (,0 (03(1S0 F 0 J 1 ST RO PRE-SLAB ~/ ~ -'2-Io...o} CONSTRUCTION POLE 2ND ROUGH PLUMB DUCTS INSULATED LINTEL PRE-METER WATER FINAL MECHANICAL FRAME MISC SEWER MISC INSULATION WALL MISC MISC. MISC. INSULATION CEILING I MISC. MISC. MISC. DRIVEWAY ./ ~ 'l.b-o"J ~J() ! MISC. MISC. FIRE DEPT. FINAL REINSPEC110N FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Thirty-Five Dollars ($35.00) shall be made for each trip for each trade: (a) Wrong address (b) Condemned work resulting from faulty construction (c) Repairs or corrections not made when inspection called (d) Work not ready for inspection when called (e) Permit not posted on job site (f) Plans not at job site (g) Work not accessible The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you i end to obtain financing, consult with your lender or an attorney before recording your notice of comme ement." o OCCUPANCY BEFORE C.O. . , , ~=..... CONTRACTORS SIGNATURE PERM~ CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER CITY OF ZEPHYRHILLS PERMIT APPLICATION BUILDING DBPARTMENT 5335 B~ STRBBT ZBPRYRRILLS, PL 33540 PhoneIB13-7BO-0020 PaxIB13-7BO-0021 DATB RBCBIVED PLANS REVIEW PBB ~-I:3 -0:"3 OWNER'S NAME -'1/1 e () fJ1 G 1< I ss i c- JOB SITE AD~SS ~ J~ 4-~~ 35'13 ._/ ~ ~ dA-. LEGAL DESCRIPTION: LOT(S) BLOCK PHONE CONTACT /..p(?- - 5;2~ --G;3~~ C II;}! ~L SUBDIVISION PARCEL ID # ~4 -;lG, -'. '.)..1 -C 0 ( D- 00000 -:l"S-O(OBTAIN WORK PROPSED: ~EW CONSTRUCTION 0 ADDITION o ALTERATION FROM PROPERTY TAX NOTICE) o REPAIR o INSTALL DSIGN o MOVE o DEMOLISH PROPOSED USE: DSGL FAMILY DWELLING DMULTI-FAMILY 0# OF UNITS o MOBILE HOME ~THER o COMMERCIAL o INDUSTRIAL o SWIMMING POOL c:J RESTAURANT & HEALTH DEPARTMENT APPROVAL , DESCRIPTION OF WORK f." A n AI BUILDING SIZE IO)L?-?-- SQUARE FOOTAGE 'J ,;), 0 HEIGHT /01 RESIDENTIAL: COMMERCIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. AMP SERVICE SET ENERGY FORMS. ~ BUILDING o ELECTRICAL ~LUMBING o MECHANICAL PERMITS REQUESTED <$' '3 72? '~VALUATION OF $ o FLORIDA POWER o W.R.E.C. $ VALUATION OF MECHANCIAL INSTALLATION o GAS o ROOFING o SPECIALTY o OTHER TYPE OF CONSTRUCTION: 0 BLOCK o FRAME o STEEL o OTHER FINISHED FLOOR ELEVATIONS IS PROJECT IN FLOOD ZONE AREAD YES 0 NO BUILDBR COMPANY It fo 7./ IIltlf"YI STATE CERT OR REGIST # cee 1::2-('""0"1;)..4 CITY PROCESSING # SIGNATURE ****************************************************************** BLECTRICIAN COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE /- ,/ PLUMBER # MECHANICAL ****************************************************************** COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ***************************************************************** OTHER COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ***************************************************************** CONDITIONS OF PERMIT AFFIDAVIT 'A. NOTICE OF DEED RESTRICTIONS The undersigned understands that this permit may be subject to ~deed restrictions" which 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 they will be responsible. If you, as the owner signs as the contractor, you are indicating that you, rather than the contractor, are responsible for the work. If the contractor wishes you to sign as contractor that 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. 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 commepced 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 to 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". SIGNATURE: OWNER OR AGENT SIGNATURE: CONTRACTOR STATE OF FLORIDA COUNTY OF The foregoing instrument was Before me this _ day of by acknowledged , 1!L- STATE OF FLORIDA COUNTY OF The foregoing instrument was Before me this _day of by acknowledged , 19~ (name of person acknowledged) Dwho is personally known to me, or (name of person acknowledged) C1ho is personally known to me, or o who has produced (type of identification) and whoD did Ddid not take an oath. o who has produced (type of identification) and who Ddid Diid not take an oath Signature of person taking acknowledgement Signature of person taking acknowledgment Name typed, printed or stamped Name typed, printed or stamped A '(:J 1- /tL0)V\._ ~~ LANA 1/ ~~ fJo4>t} SQ. E. PRICE "'i.:rin ,)d1e.:- .\re:l [Jnde:- RooT ~9 ~'\::J 'i::UU3ll0~ 1, -::'7D. 3uiliing: 1/2; c;-o Se-~~c: ~ ) Ii ?'umoing: ,J I /) ~Vle-..::h.amc:ll: ~ I rr brio~ ,J)f{r ~c:woi. Immu.-:: l \ / ,'=>: N (r/r ;:;;== AJ! (1- ;:="'-' rJ J It ~;t~ '*'. f. _p."~r..{~:i,:___' ~....U1 11~.._~~r~~i:~~..' ':-tt1";",*WJtl ~-l"Jl;!_~;" "~-" ""'''';''~~ ~- ::<; -~, .<._-..-.p.~.~A"'~~":J"C~ii..t . \ '. Jl. TO Z AL1JMIN1JM, INC. P.O. Box 192. ZEPHYRHILLS. FL. 33539 Z'HILLS(81 3)71 5-7523-HuDSON(727)857-1 234 '? f/ Lt1 - q 0 (/l 6.a....h- 0 SC d.)\. C-t....Lv\. -;360 # o ~ \'~V('\~ ~~b...\)~ I Submitted To: Other A dress: E' ~ 5.51 1/ I ~~6 olle sS l( e Hereby Propose to furnish the rmieriaIs and perform the labor necessary for the canpIetioo cI: -..aon or delri8lion from abave spec::iIIc8lion involving 8lClI1I COIIIa, will 8lIIICUl8d only upon wrill8n _, and will become an __ ch8lge OVW abave tile ~_. AM rv-n- c::onlInganl upon -... _ or beyond our conlrol. Owner to cany 1lnI. \om8do and _.-..ry upon _ wodl. W_. Compenslllion and Public u-, on wodl to be tAlk Respectfully submitt Per This proposal may be withdrawn by US if not accepled within days." <<{] tJ '3 t j)~. ;LOC. DO /;. "..t-/IL(... 7b- 0 0 ACCEPTANCE OF PROPOSAL "r' ? The above prices, specifications and conditions are satisfactOfy and aIJt ~~.4gf are 2'} (7" to do the work as specified. Payment will be made as outlined above~J {"'\oo Z h d' I1nw '11, 1 -F'f"ql ~lJq Signature ;; I Date Signature ---.--.- 03 L L 3'- . 1J! tj1' -_.- --r - . t;\ I ~ w,"1<l1J W tJdl') 11.~ T ..po"~ -~~t1 - i' -' ,,-~d · E)<'"'f.etZfOlt. i 'C;7c:l "t(, ; . I ~ IIIR1M...~. .-f) _ 3~';'S~ J/ ~I t1-fP~X. Lft.{'x s-f" /~ 3' '/1(7 J lied. lof! ~ ~ovl' !/2 r;../~ s s C.x+ o~ II ~ )! I \ () Iv; 5 z I ' . SCREEN, VINYL, GLASS & MODULAR ROOMS SECTION 3 INTERIOR BEAM TABLE 3.1.4 OR 3.1.5 ALUMINUM ROOF SYSTEM PER SECTION 7 HOST STRUCTURE OR FOURTH WALL FRAME II' H · L: PANS OR PANELS CARRIER BEAM POST TYPICAL SLOPED SOLID ROOF ENCLOSURE SCALE: N.T.S. ALUMINUM ROOF SYSTEM PER SECTION 7 RIDGE BEAM (SEE TABLE 3.1.6 FOR SCREEN ROOMS OR TABLE 3.1.7 FOR GLASS ROOMS) HOST STRUCTURE OR FOURTH WALL FRAME /r USE BEAM TO WALL DETAIL TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. Lawrence E. Bennett, P.E. CNIL ENGINEER - DEVELOPMENT CONSUL TANT P.O. BOX 4368. SOUTH DAYTONA. FL 32121 TELEPHONE (386) 767477~ FAX (386) 767.0556 SEAL PAGE @ COPYRIGHT 2002 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOVT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E 3-1 . . SECTION 3 SCREEN, VINYL, GLASS & MODULAR ROOMS 1/4" x 6" RAWL TAPPER THROUGH 1" x 2" AND ROW LOCK INTO FIRST COURSE OF BRICKS AL TERNA TE CONNECTION OF SCREENED ENCLOSURE FOR BRICK OR OTHER NON- STRUCTURAL KNEE WALL 1" WIDE x 0.063" THICK STRAP @ EACH POST FROM POST TO FOOTING W/ (2) #10 X 3/4" S.M.S. STRAP TO POST AND (1) 1/4" X 1-3/4" TAPCON TO SLAB OR FOOTING <0 <"> L ALUMINUM FRAME SCREEN WALL ROW LOCK BRICK KNEEWALL TYPE S MORTAR REQUIRED FOR LOAD BEARING BRICK WALL 4" (NOMINAL) PATIO CONCRETE SLAB W/ 6 X 6 - 10 X 10 WELDED WIRE MESH OR FIBER MESH CONCRETE ". (1) #50 BARS W/3" COVER (lYP I CAL) BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS SCALE: 3/4" = 1'-0" 2'-0" MIN. 3-1/2" (lYP. (1) #5 BAR CONT. r BEFORE SLOPE I AlL SLABS) r /. ~ -- I ~-L~~1Lt;:;;11 Ell EIII=III=II TYPE I FLAT SLOPE / NO FOOTING NOTES: 0-2" / 12" r ~ :!: .~-~_..!...... ~ 4 . 4. TYPE II MODERATE SLOPE FOOTING 2" / 12" - 1'-10" 1. THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL BEARING PRESSURE OF 1,500 PSF. BEARING CAPACITY OF SOIL SHALL BE VERIFIED, PRIOR TO PLACING THE SLAB, BY FIELD SOIL TEST OR A SOIL TESTING lAB. 2. THE SLABIFOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS, AND COMPACTED PRIOR TO PLACEMENT OF CONCRETE. 3. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL THE PROJECTION FROM THE HOST STRUCTURE EXCEEDS 16' THEN A TYPE II FOOTING IS REQUIRED. SLABS SHALL BE A MINIMUM OF 3-112" (4" NOMINAL) THICK. '. 4. MONOLITHIC SlABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH. 5. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE II FOOTING OR FOOTING SECTIONS REQUIRED BY LOCAL CODE, LOCAL CODE GOVERNS. (SEE ADDITIONAL DETAIL FOR STRUCTURES LOCATED IN ORANGE COUNTY, FL) 6. IF A CARRIER BEAM OR FORTH WALL FRAME IS REQUIRED USE A TYPE II FOOTING MINIMUM. SLAB-FOOTING DETAILS SCALE: 3/4" = 1'-0" Lawrence E. Bennett, P.E. CML ENGINEER - DEVELOPMENT CONSUL TANT P.o. BOX 4368. SOUTH DAYTONA. Fl32121 TELEPHONE (386) 767~n4 FA:/( (386) 767~ SEAL PAGE @ COPYRIGHT 2002 3-22 NOT TO BE REPRODUCED IN WHOLE OR IN PART WlTHOllT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SECTiON 2 . ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS PAN OR COMPOSITE PANEL (SEE TABLES SECTION 7) SEE CONNECTION DETAILS (SECTION 7) FOURTH WALL FRAMING WHERE REQUIRED EXISTING HOST STRUCTURE 2 x 4 LUMBER #2 S.P.F. (MIN.) OR 2- x 2- AlUMINUM MAY BE SUBSTITUTED WITHOUT HURRICANE CLIPS SEE PAGE 2-5 FOR DETAIL IF TOP OF SlAB IS LESS THAN 6- FROM GRADE HURRICANE CLIPS FOR WOOD (SEE PAGE 2-7) 2 x 4 TOP PLATE @ ROOF (DOUBLE TOP PLATE IF LENGTH OVER 6') L TOP PLATE P.T. OR WI VAPOR BARRIER @ ALUMINUM ROOF " SHEATHING: 7/16- a.S.B. OR 112- PLYWOOD WI STUDS 24- a.c. OR STRUCTURAL GRADE THERMAL PLY WI STUDS @ 16- O.C. UTILITY SHED WALL SECTION SCAlE: 3/16- = 1'-0-' Lawrence E. Bennett, P.E. CML ENGINEER - DEVELOPMEIofT CONSUL TANT P.O. BOX 4368. SOllTli DAYTONA. FL 32121 TELEPHONE (386) 767-4n4 FAX (386) 767~5S6 SEAL PAGE 2 x 4 PRESSURE TREATED PLATE W/3IB- x 4-1/2- CONCRETE ANCHORS @ 4'-0- O.C. (SEE SLAB DETAILS) @ COPYRIGHT 2002 2-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WlTHOVT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. . SECT10N 7 SOLlD ROOF PANEL PRODUCTS 'lDle 73.' Structall Building Systems Inc. Snap & Lock @ Composite Roof Panels Allowable Spans for Composite Roof Panels :@ Various Loads Aluminum Alloy 3105 H-14, H-25 Foam Core E.P ,So 1# Density Manufacturers Proprietary Products: , ,.8" t 'J.0::4" Panels Glass Rooms i Open Structures Screen Rooms Par1lally EnClosed I EnClosed ::v8rilans Nind .....ono-Slooed Roof I -=J.ntlieY~r 'l.eglon 1 &.1 i :3 I 4 1&.1 I :3 i 4 : 1&2 ! :3 i 4 1&.1 1 :3 4 Ail i , I i span span I span span I span I soan span I span ! span span i span soan RoGis '00 l,\PH, . :'.~" , . 7'-5" ~ ]'.,:,' 2,'-4" I 2J'.10" 1 2:3'-;]" . 0'.]' 1<0'-5'" , "-0' : 5'.]' , ;'.,' , . 6'-G. '" . ~ 10 MPH I 10'.g" I 12' ~ 1 ~.. 12'-<5" 20'-4' 22'.9- 2' '-11" I g'-4- 10'.5" 10'.1' 1 J'.J' i 14'.10" i 14'-4" ,r H ..~ '::0 MPH! 9'-10' i I' '-0' 10'-<3- 18~-<3' 20'.11' 20'.2- ! 3'-<3- g'-O" 9'.2- 12'.2- I 1]'..(3- : . J'-2- " ...... "'-'j ;23 MPHI ,..., .,.. I 10'.g" 10'-4" 18'.7" 20'.9- 20'-0- I 8'-4- g'-4' 8'.,,- 11'.11-1 1]'-4' 1 ~ 2'.: C" .' """ 'oj-I .....-'...1 ,30 MPHi 9'.,' I 10'-2- g'-10- 17'.5" 19'-5- '8'.10" I 7'-11- 8'-10- i 8'-<3- 11'.3' ! 12'-7" . 2'-2. .' ~.. .. ~. '40 MPHI S'.o" I g'-5' g'.I" 16'-4' 18'-3- 1 T..(3' I 7'-4" 8'-2- I 7'-11" 10'.11" I 12'.2. i , .. .9" · - '50 MPH I :'.' 0' I S'-g' 8' -. 15'-1' 16'.10- ',6'.]- 5'.10- T.7" I T-4' 10'-2- I ' 1'-4' . C'- ..' . .' -0 ," t 48- x 0,030. Panels Glass Rooms I Open Structures Screen Rooms Partially Enclosed Enclosed Overnang Wind Mono-Sloped Roof i CantJlever Region ! 1 &.1 I :3 4 1&.2 :3 4 1&2 :3 4 1&2 :3 i 4 ! All I span span span span span span span span span span span span Roots :00 MPH I 18'.]" I 20'-5" 19'.9- 24'-11" 27'.11" 27' -0- 12'.10- 1 T..(3- 1]'-10" 17'-11- 20' -D" : ',9'-4' ; <' ,,, - ~~ '10 MPHI . ]'-<3" I 18'.8- 18'-0- 2]'.10- 26'.8" I 25'-9- I 10'.1 ,- 13'.1' 1 ~ 2'-8' 15'.7" I 1 7' -5" i 15'.: C' .' ..... .. -~ '20 MPH! ' 2'-4" ! 1]'-10" 13'-4' 21 '-1'" 24'-<3" 23'-<3- , g'- ", 11'.2" I ~ 0'-1 O. , 4'-4' ~ 5'.1 ," .i:;'...... - .. o. I '23 MPHI l' '.2" I 1]"0" 1]' -D- 21 '_go 24'-4 " 23'.0" : 9'.9' 10'.', 1'1 1Q' -<3" " ]'-11" , 5'-7" 1 :;'.' ~ .. - .. -. 130 MPH 10'..(3" i '2'.9" 12'-4" 20'-5" 22'.10" 22'.1" g'.]- 10'-4- I g'.11" 13'.]" ! '4'.10" , . 4"-4" .... .'-, ,40 MPH 9'.11' i 11'.1" 10'-<3- 19'-2- 21'.5" 20'-9- 8'.7" 9'-7" 9'.J" 12'.9" 14'-4" I ~]' - ~ C" l' '.. .... ", 150 MPH 9'.J' I 10'-4- 9'.11" 1T.8" 19'.9' 19'-1" I 7'.11' 8'.11" I 8'-8" il'.1:" 13'-4- ,'"', .." " ., .. - ~" t 48" x 0.024" Panels Glass Rooms , Open Structures Screen Rooms I' Partially Enclosed Enclosed OverT1ang Wind Mono-Sloped Roof Cantilever Region 1&2 I :3 4 1&2 :3 I 4 i 1&2 :3 4 1&2 :3 i 4 Ail span span span span span span span span span span span I span Roofs 100 MPHI 13'.10" 19'.1" 18'-5" 23'-5" 26'-2" 25'.3" 11 '.2- 1]'.5" 12'-1 '" 16'-9" 18'.9" - 8'. ," - . '. - 110 MPH 12'-8" 17'.5" lJ'-<3- 22'.3" 24'.11" 24'.1" I 10'.2" 12'.]" 11 '-0" 14'-6- 16'.]' , -=".r ~" - -'-i 120 MPHI 10'-10" 12'.11" 12'-<3" 20'-6" 22'-1," 22'-2- 9'-4 . 10'.5" 1 10'.1" 1 'J'-4' ;4'.': .. .' - .' .. .. ;23 lwIPH 10'-<]" 12'.7" 11'-5" 20'-4' ! 22'-9" ! 2-; '.' :" I 9' .. 10'-2- 1 9'.'0' : 3'-,. i 14'-" i ~ " ! - . .. ~JO MPH 9' - i ~ . ~ i' -2" I 10'-10" Ig'.1" 21'-4 " i 20' -7" i 3'.3" g'.o" I 9'-4" ; 2'-5" 11'. '" I . l' ~ ., -- ~ 140 MPHI ;'-J" ',0'-4" I 10'-0- IT.l1' 20'''- '9'-4' , S'-\J" I 8'-11" I 3'-<3" 11'.1i" 1]'-4' , 2'- - -' - . " . '50 MPH' 3'.7' I 9'-8" I 9'-4' 16'.6" 18'-6" .7'.1 C. 7'-<3" I 8'-4" 3'.1' 11 '.2- 12'-<5" i . 2'.." .' ~.. ~- ~ 48" ~ 0,030" Panels Glass Rooms I Open Structures Screen Rooms Partially Enclosed Enclosed CYer~3ns .....ind Mono-Sloped Roof : :ar:ti,ever Region i, 1&2 I :3 4 1&2 ! :3 I 4 1&2 ! 3 i 4 1&2 :3 ~ A" I 1 I span span span span i ~pan span span span span span I ~pan soar :;:,..:cr:i -JO MPH' ";n' " 22'.c" 2-:'-10" 27'.9" I ]0'., .' : 29'. - " , .6" , 9'.~' , . 3'-1 " I 19' - ~ C" I 22'.:" - - ~ .. - 10 MPh' . 3'-<3- , 20'-8" ! 19'-11' 26'S 29'-<3" I 28'-7" : ; 2'-1 .. I 17'-1 ," : < 4'.C. '17'-]" I . 9'-2" i . e" ~ .. ': '20 l,\Pi-< J' -iJ" I : 8'-1 C" 18'-]" 24'-4" ')'"T' .-,.. I 25'.3" " " I : J'-]" ! ' -' .' 0" 15'.1 C" I . ~, , '- ....f -L. ,L - - ',23 MPH i : J'-4" ! 18'S 17'-9" 24'- i' 26'.1 ," I 25'.' " 1 -0'.10" I ~ 2' -: ,. '2'-<5" '5'-<3' i 1....,..~. .~ " , -. 1 _ ' 30 MPH: ~ 2' .c" I , 7' .5" 13'.8- 22'.c" 25'-4' i 24'.5" , ' C'-]" ! ~' -6" , " " 14"0' 1 ,0 '" ~ -. " ~ . , 140 MPHI ~ , l' I 13".2' 12'-<3- 2~.]' I 23'.9" I ""'l' :'1 :)"0' i '0"0" i ~ 0'.]" :4'-2" I . 5' - " '- ~ ~ 150 MPh! 'IJ'_]. I ~ 2' -]' 1 1'.1" ~ 9'-T" 2"-1 ," I 2~ -2" ~'.1 O' i g'- : .. : 9' -, 1 ].J" : . "i'_;" ~ - -. . ~ . "".:te ""'C,t31 ~c:ci :Janel w1cth ::: room wlerr. ~ '.......ail Width ~ :Jverlang. Lawrence E. Bennett, P E C:VIL ENGINEER. DEVELOPMENT CONSl:L . "". ;:J 0 BOX ~J6a. SOUTH OA YTCNA F< 22':': -c.:~E:?HONE \3861 ?67-4;"1"~ ;:.v: (386) 767'<;556 ~ ST~UCTALL.: .UlLOINO ISY!lT......tl5 ~cA,- J5C aURBANK, OLOSMAR. ;::~ 34t--'-'--J.::;Ct3 _GCAL ,8~3) 8SS.262~ "A -:-IONWIOE 1-800-069.J ~:6 "AX ,813) 8S4.2-lC2 7 -36 ,0 ;':OPVR:GhT 2002 ~c~ ~U:.JC REPROCUC:..:~J t'j 'N\-1(':L:::. H N .J.:v.: ;'VI~-HCL.T :-:-11:: NR!TiE.~ ?E.~MISSICN '2F LA'iVR:.:.^'<Cc:: ::E'.t-,::: ,-. .. Sta'te of " ff-/() Ie: (// /4 MOTICE OF COMHBMCBHEMT County of ~ 5 t.L1 TUB ImOERSIGNRD here~y gives notice that improvement will be made to c~rtnin real property, and 1n accordance with Chapter 713, Florida Statutes the following information is provided in this Notice of Comm~nc~mCllt: ' 1. (Legol e) 2. General Description of Improvement /?J-<22- L~q#z: 3. O\,'ncr Information: Name .#// ,e.tz" &qJ~r\ . ~C/0'::;:5/:::' ,f}va..mctss 1 ~ ! 2--C;,;1~rL~t/ #~ State. /--c....;3"S~ l\ddress ~ 1~oz .pt?l-e6},...~.-f'tl~City Interest in Property: t1ame of Fee Simple Titleholder: (If other th~n owner) 11111/11/11/1111I111111111111111111111111111111111111111I11I 2003114697 Address City State 4.t:.... .. .,; . 1, "'L,~ Contractor: Name 1\udress / ~ bx 4rv> /92 ../} ~ . 2. 4L.:/Ht'/UL/A1 :,q;;?"cA....~.. .M.c::. r City 2-y)~ ~ State & ~?r39 Rcpl: 692345 Rec: 6.00 OS: 0.00 IT: 0.00 06/25/03__._._..___ Dpty Clerk Stat~ City 5, S u [" e t y: N a me Address J\.mount of Bond: $ ~~92~~~!MANi : rcs;o fOUN~Yf C\ERt< OR at< 5415 PG 1111 6. Lender: flame Adores!; City State 7 . rersons within the State of Florida notices or o::'her documents may be 713.13(1)(a)(7), Florida Statutes: des igna ted by C".,'ncr upon '",hc:n served as provided by Section U.-:me 1\ddress City State 8. In addi t ion to hims('l f, Owner d~s igna tes of to receive a c~py cf -:'~e Lienor's Notice as provided Ln Section 713.l3(1!(b), Florida Statutes. tJ. f"xp.i.rnl l',n dntt~ or T1CJt.ic.e of Cnm~"'ncem:-n!.. ' ._hl!! fr?m the c.iLltc of r~cordJ.ng unless a dJ.fferent r:>z~~ (j;G)dJ7G~ Signature of Owner: ~xplr~~i~r. ~~~e i3 1 date is sFeci!ied.) j'(?..J : Sworn to and subscribed before me this . .. /1 20 F;/) . \ ;F} r ) ,,-,.I of \ . .f' ' r_. - .' \ "---:"'fj./ " v 1 /1, Notary Publ ic:" lell r UuJ!. I~ I ~U:!... "J L' ,/', ('~ My C ::J:11,;1j S5 ion Ex'pires:- :s 1-- /J I Q~t\ I / day of \ , i 1. 10 Y.... ~ PC93053048/A ,..~...",~.,..,~\(,'f'''''"",,"''''_';' !;;::~:::::>.., JO N ;.~,r'IARiS.. S E p. OPE \~A. ~ '... :c. MINNESOTA ...~~y ,', "I. '1 ! ';III:!i ;tnn ~1, 2005 '~.. '!'/~~"J~;1'~ A<."'~:/"__ ,,', -'::"~'?~-~'~~4~~,it, .