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Home My WebLink About96-6197 BUILDING PERMIT N! Permit CITY OF ZEPHYRHILLS (813) 788-6611 - - 6197 ,/5 30. V() GY;LDI~ Date I f:J - Jtf- ~ 9 {, ELECTRICAL PLUMBING ~ Water Conn: Property Owner: m. A /'f ^ T/ff . Water Meter: Job Add",.., ~"Jj, 2 <1 )l;7Jt:.:.. "";" AI t/ j~ ~ IT ~ ? ;;LTi F. " Parcel 1.0. # Radon Gas: /. q ~ MECHANICAL Sewer Conn Zoning: Energy Code: Description of Work _ 4.1 A e (;J A-t _ ~ NO OCCUPANCY BEFORE C.O. FINAL C.O. DATE Complete Plans, Specifications and Fee Must Accompany Application, All work shall be performed in accordance with City Codes and Ordinances. DATE Inspector }LL Permit Fee Signature Company Address Telephone# ~/~;;L /I h1llan Valuation or Contract Price c2 :>0>'0 . ero City License Registration # State Certified License# Ii>' odL (li!h~ BUILDING ELECTRICAL PLUMBING MECHANICAL Ftr. Pre SLB Lintel FRM. Insul. CL WL Tp. Servo JO-Z 1,4jI.p'&lL Rough In Meter Can Const. Pole Pool Pre-Meter Final SLB Tub Set Water Sewer Final Breakers Ducts Insl. Compressor Final Driveway REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($15.001 shall be made for each trip for each trade: a. Wrong Address b. Condemned work resulting from faulty construction. C. Repairs or corrections not made when inspection called. d. Work not ready for inspection when called. e. Permit not posted on job site. f. Plans not at job site. g. Work not accessible. The payment of inspection fees shall be made before any further permits will be issued to the person owning same. APPLICATION FOR PERMIT CITY OF ZEPHYRBILLS BUILDING DEPARTMENT OWNER'S NAKE "Do ~ b n \~*t OWNER'S ADDRESS .5 Jeep,! ~/o~ ~U Lot t:t 9 cJ .~--- PHONE ItfY- k. JL- JOB ADDRESS LEGAL DESCRIPTION: LOT(S) BLOCK SUBDIVISION PARCEL I. D.' WORK PROPOSED: ~ew Construction _Addition (OBTAIN FROM PROPERTY TAX NOTICE) _Alteration _Repair ____Install _Sign _Move _D~olish PROPOSED USE: ~ngle Faaily _M/F _, of Units ____M/H _eo..ercial ____Indus t. _Swia. Pool _Other _Restaurant & Health DeparbRent Approval DESCRIPTION OF WORK: Sc.Y'e Ph <<ro("V} BUILDING SIZE: ~x '2, 19 d.. Square Feet. '3 i Height RESIDENTIAL: COMMERCIAL ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. ~lNG ()tJ $d.750- PERMITS REOUESTED Valuation of Total Construction _ELECTRICAL AMP Service Florida Power Corp. W.R.E.C. _KEGlWfICAL $ Valuation of Mechanical Installation _PLUKBING GAS ROOFING SPECIALTY TYPE OF CONSTRUCTION: _Block _Fraae _Steel Other FlRISHED FLOOR ELEVATIONS: FT. IS PROJECT IN FLOOD ZONE AREA? ****************************************** YES NO BUILDER GOKPANY '- lJmJndfY) ~t!J!~ State Cer<. or Regist. . CD,;;1(.,iJ City License Registration . ****************************************** Signature F.T.F.CTRIGIAR COMPANY State Cert. or Regist. I City License Registration I ****************************************** SilmAture PLUKBER COMPANY State Cert. or Regist. , City License Registration . **..............*******.....*.......***..* Signature KEGHANICAL COMPANY State Cert. or Regist. f City License Registration . ***********.~*.****.******.***.**.**.*.*.* Signature OTRF.R COMPANY State Cert. or Regist. I City License Registration I ******************.**..*************.***** Signature APPLICATION APPROVED BY PERMIT OFFICER. . CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS The undersigned understands that this perJit lay be subject to "deed restrictions" which lay be lOre restrictive than City regulations. 'he undersigned assUJes responsibility for cOlpliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner has hired a contractor or contractors to undertake work, they lay be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor lilY be cited for a lisdeteanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirelents laY apply for the intended work, they are advised to contact the City of Zepbyrhills Building Departlent, (813) 788-6611. FurtberlOre, if tbe owner bas hired a contractor or contractors, he is advised to bave the contractor(s) sign portions of the "Contractor Sections" of this application for wbich they will be responsible. If you, as the owner sign as the contractor, you are indicating that you, rather tban the contractor, are responsible for the work. If the contractor wishes you to sign as contractor that lay be an indication that be is not properly licensed and is not entitled to perJitting privileges in the City of Zepbyrbills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, have been provided with a copy of 'Florida's Construction Lien Law - HOIeowner's Protection Guide" prepared by the Florida DepartJent of Agriculture and ConsUler Affairs. If the applicant is sOleone other than the 'owner", I certify that I bave obtained a copy of the above described docutent and prOlise in good faith to deliver it to the "owner" prior to couencelent. E. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the inforlation in this application is accurate and that all work will be done in cOlpliance with all applicable laws regulating construction, zoning, and land developlent. Application is hereby .ade to obtain a perlit to do work and installation as indicated. I certify that no work or installation bas cODenced prior to issuance of a perlit and that all work will be perforJed to leet standards of all laws regulating construction, City codes, zoning regulations, and land developlent regulations in the jurisdiction. I also certify that I understand that the regulations of other goveIDIental agencies laY apply to the intended work, and that it is IY responsibility to identify wbat actions I lust take to be in cOlpliance. Such agencies include but are not lilited to: t DepartJent of Envir08lental Regulation - Cypress Bayheads, Wetland Areas and Enviro8lentally Sensitive Lands, Water/Wastewater 'reatJent t Soutbwest Florida Water Managetent District - Wells, Cypress Baybeads, Wetland Areas, Altering Watercourses t ArlY Corps of Engineers - Seawalls, Docks, Navigable Waterways t DepartJent of Health & Rehabilitative Services, Environaental Health Unit - Wells, Wastewater 'reatJent, Septic 'anks t US Envir08lental Protection Agency - Asbestos abatelent I also certify that, if fill laterial is to be used in Flood Zone HA" or "A,etc.", it is understood that a drainage plan addressing a .cQlpensating volute" will be sublitted whicb is prepared by a professional engineer registered in the State of Florida prior to perlit. issuance. A perJit issued sball be construed to be a license to proceed with tbe work and not as authority to violate, cancel alter, or set aside any provisions of tbe technical codes, nor shall issuance of a per.it prevent the Building Official frOl thereafter requiring a correction of errors in plans, construction, or violations of any code. Every perJit issued sball becOle invalid unless tbe work authorized by sucb perlit is cOllenced within six IOntbs of issuance, or if work authorized by the perJit is suspended or abandoned for a period of six IOnths after the tile the work is cOllenced. One 90 day l!Itension of tile, lilY be allowed for the perJit with fee charge of $15.00. Tbe extension shall be requested in writing to the Building Official. An approved inspection lust be logged during eacb six IOntb period, or the project will be considered abandoned. WARlHMG TO OWlfER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMElft' MAY RESULT 1M YOUR PAYING 'NICE FOR IMPIIOVEIIElft'S TO YOUR PROPERTY. IF YOU IIft'EHD TO OB1'AIM FIH.AJfCIMG, COMSULT WITH YOUR LEJlDER OR .AJf ATTOIlHEY BEFORE RECORDING YOUR HarlCE OF COMMEMCEMENT. JOBS UNDER $2,500 1M VALUE 00 MOT NEED TO RECORD AJID POST A "NOTICE OF COMMKHCEMEIIT". ~~ ~~ SIG}(A,rnm: R OR AGE1ft' SIGH . RE: RACTOR STATE OF FLORIDA COmy OF The foregoing instrument before me this was acknowledged , 19_ by STATE OF FLORIDA COUIITY OF The foregoing instrument was acknowledged before me this ~ 19_____ by who is personally known to me or who has produced as identification and who did/did not take an oath. who is personally known to me or who has produced as identification and who did/did not take an oath. (Signature) (Signature) (Name Typed, Printed or Stamped) NOTARY PUBLIC (Name Typed, Printed or Stamped) NOTARY PUBLIC .".. JWNER JOB LOCATION PARCEL 1. D. # LS BUILDING DEPARTMENT SHOW ALL EXISTING & ~~1.~,f 5}.I'~ ~'.~r ~~~~~r .. ~~ :7/~~ ~ PROPOSED STRUCTURES GIVING DIMENSIONS & SETBACKS. ALLEYWAY ACCESS FOR GARAGE OR CARPORT - 15 FOOT SETBACK REQUIRED. UTILITY BUILDINGS MUST SHOW SIZE & FOUNDATION INFORlVe MATION . .~I. Vivo ~o/ . (NOTE EXAMPLES 1 & 2) 1. SETBACKS FOR R1f R2 ZONING 60' 10' P E- R X 0 I 10' P S 10' 0 T B I E N D G 20' FRONT PROPERTY LINE ,.......- - - --- t I ~ J./.( I 1 i ~ .-:-P'-- ~ I~' + /~~ /~)I o ~ FRONT PROPERTY LINE 11' ..... t ~R-;;;~ 1 0' 2. SETBACKS FOR R3 ZONING 60' 10' 10' EXISTING 10' PROPOSED 20'SGL FAM 30 'DUPLEX 1 0' FRONT PROPERTY LINE SCREENED ENCLOSURES: SCREEN I VINYL AND SOLID COVER 1'.. 2"x__ BEAM SEE TABLE 4 OVERHANG VARIES + 2' -a" MAX. ---J "W" --- FOR MAX. UPRIGHT LENGTH ,I l"x 2" u -- J 3-1/2" SLAB ON GRADE OR RAISED FOOTING VARIES NO MAX. (ELEV. SLAB OR ON GRADE) TYPICAL GLASS ROOM WITH SOLID ROOF. TYPICAL FRONT VIEW FRAMING . . (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF l"x2" PLATE TO BOTTOM OF WALL BEAM) ~_n W/2-- W/2 ----~ ALU.MINUM PANEL COVER O.H. j- --------- I -----~ 2"x_ BEAM AND COLUMNS MAX. COLUMNS, SPACING SEE TABLES I W lr ~ U => lr >- Vl ~ Z >= Vl X w ~ '" ~ +-- N tu- : J +------ 'W' VARIES ---- - ---- , "x2"xO.040" . TYPICAL ~. ROOM NOTES: 1. ANCHOR 1" x 2" OPEN BACK EXTRUSION WITH TAPCON 1/4"x2-1/4" LENGTH OR EQUAL MAX. OF 2'-0" O.C. ANCHOR TO WALL WITH 1-1/2" #10 SMS WITH WASHERS 2'-0" O.C. SPACING ANCHOR BEAM AND COLUMN KNEE BEAM WITH ANCHOR CLIPS AND #10 SCREWS AND WASHERS 2. MIN. SLAB THICKNESS FOR SLAB ON GRADE IS 3-1/2" CONCRETE 3. SELECT FRONT WALL BEAM FROM TABLE USING LARGER "A" VALUE OF W/2 OR W/2+0.H. 4. 'If( IS CLEAR DISTANCE FROM HOST STRUCTURE TO FRONT WALL BEAM LAWRENCE E. BENNETT, P.E. CIVIL ENGINEER & DEVELOPMENT CONSUITANT P. O. BOX 4368 SOUTH DAYTONA, FL 32121 PHONE 1 (904) 767.4n4 FAX It 1 (904) 767-6556 ~. / I J C COPYRIGHT, 1996 NOT TO BE REPRODUCED IN WHOLE OR IN Fr\RTWITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E. .. ,.. 2 24 SCREENED ENCLOSURES: SCREEN I VINYL AND SOLID COVER .-...., SEALANT 4 so HEADER EXTRUSION ~ ~ #8 x 9/15' TEK SPACED AT ~ ~ 8" O.C. BOTH SIDES ___ SEALANT #10 x 1-1/2" S.M.S. OR WOOD WOOD SCREW (1) PER RAFTER OR TRUSS TAlL EXISTING TRUSS OR RAFTER #10 X 3/4" S.M.S. OR WOOD SCREW SPACED AT 12" O.C. 3" ROOF PANEL EXISTING FASCIA , SEAlANT ~' SO HEADER EXTRUSION ~ ~, fl8 x 9/15' TEK SPACED AT ~ ____ f1' O.C. BOTH SIDES . . _' SEALANT FOR MASONRY USE 1/4" x 1-1/4" TAPCON ANCHOR OR EQUAL SPACED AT 24" O.C. FOR WOOD USE 110 x 1-1/2" S.M.S. OR WOOD SCREWS AT 12" O.C. 3" ROOF PANEL - EXISTING HOST STRUCTURE WOOD FRAME, MASONRY OR OTHER CONSTRUCTION ROOF PANEL TO FASCIA DETAIL ROOF PANEL TO WALL.: DETAIL NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB-FASCIA FRAMING WHERE POSSIBLE ONLY 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS / SUB-FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MIN. 1-1/4" WASHERS OR SHALL BE WASHER HEADED SCREWS ~ , HOST STRUCTURE OR FASCIA AND SUB-FASCIA CONNEC1l0N REQUIREMENTS LOAD CONDI1l0NS GLASS ROOMS WIND VELOCITY LOADS DEAD + LIVE LOADS HOST STRUCTURE 102 MPH 110 MPH 120 MPH 22#/SF 32 #/SF 57#/SF 1. CONCRETE 1 14"x1-1 18" CONCRETE SCREWS @ 12" O.C.----->(2) @ l' O.C. 2. WOOD FRAME 1/4"x2" LAG SCREWS @ 6" O.C.------------->(2) @ 1" O.C. SCREEN. VINYL. AND CARPORTS HOST STRUCTURE 102 MPH 110 MPH 120 MPH 1. CONCRETE 1 I 4"x1-1 18" CONCRETE SCREWS 2. WOOD FRAME 1/4"x2" LAG SCREWS @ 12" 22#/SF 32 II/SF 57 II/SF @ 12" O.C.----->2 @ l' O.C. O.C.---------->2 @ l' O.C. 2'-0" MIN. BEFORE SLOPE r----- --I NOTE: IF LOCAL BUILDING DEPARTMENT HAS A MINIMUM FOOTING SPECIFICATION, THAT MINIMUM SHALL SUPERCEDE THESE PI~ANS. (1) #5 BAR CONT. ., (1) iI4 BAR CONT. NOTE: FIBER MESH CONCRETE DOES NOT REQUIRE WIRE MESH ./ FLAT SLOPE / NO FOOTING o - 2"/1 2" NOTE: NO FOOTING EXCEPT WHEN ADDRESSING EROSION MIN. 2500 P.S.1. CONCRETE W/ 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE N J 8" 1 MODERA TE SLOPE FOOTING 7"/12" - 1'-10" STEEP SLOPE FOOTING > 1'-10" SLAB DETAILS ADDRESSING EROSION LAWRENCE E. BENNETT, P.E. CIVlL ENGINEER & DEVELOPMENT CONSUU"ANT P. O. BOX 4368 SOUTH DAYTONA, FL 32121 PHONE 1 (904) 767.4774 FAX 1/ 1 (904) 767-6556 C COPYRIGHT, 1996 NOT TO BE REPRODUCED IN WHOLE OR IN Fr\RT WITHOUT WRITTEN PERMISSION FROM lAWRENCE E. BENNETT, P.E. SCREENED ENCLOSURES: SCREEN I VINYL AND SOLID COVER .~ I TABLE 2 MAX. ROOF BEAM SPANS FOR SCREEN & VINYL ROOMS AND GLASS ROOMS WI SOLID ROOFS 6063 T-6 ALLOY EXAMPLE: FOR 2"x 3"x 0.050"; BEAM SPAN BETWEEN UPRIGHTS USE LOAD WIDTH TO ENTER TABLE LOAD WIDTH = LW = 14'/2 + 2' O.H. = 9' ENTER TABLE ON LEFT @ 9' & READ SPAN UNDER APPROPRIATE LOAD; THUS FOR 100 MPH WIND LOAD/ L.L. @ 18#/SF SPAN = 6'-3" BEAM SIZE BEAM SPAN FOR VARIOUS LOAD CONDITIONS LOAD WIDTH 100 MPHI18#/SF* 11 0 MPHI22#/SF~* 32#/SF 120 MPH 2"x 2"xO.044" EXTRUSION 5' 5'-11" 5'-4" 5'-1" 4'-5" 6' 5'-4" 4'-10" 4'-S", 4'-0" 7' 5'-0" 4'-6" 4'-4" 3'-9" S' 4'-8" 4'-2" 4'-0" 3'-6" 9' 4'-4" 3'-11" 3'-9" 3'-3" 10' 4'-2" 3'-9" 3'-7" 3'-1" 11' 3'-11" 3'-7" 3'-5" 2'-11" 2"x 2"xO.OSO" EXTRUSION 5' 6'-5" 5'-10" 5'-7" 4'-10- 6' 5'-10" 5'-4" 5'-1" 4'-4" 7' 5'-5" 4'-11" 4'-8" 4'-1" S' 5'-1" 4'-7" 4'-5" 3'-9" 9' 4'-9" 4'-4" 4'-2" 3'-7" 10' 4'-6" 4'-1" 3'-11" 3'-5" 11 ' 4'-2" 3'-9" 3'-9" 3'-3" .~ 2"x 3"xO.OSO" EXTRUSION 6' 7'-8" 6'-11" 6'-7" 5'-9" 7' 7'-1" 6'-5" 6'-2" 5'-4" 8' 6'-8" 6'-0" 5'-9" 5'-0" 9' EXAMPLE 6'-3" 5'-8" 5'-5" 4'-S" 10' 5'-11" 5'-5" 5'-2" 4'-5" 11' 5'-8" 5'-2" 4'-11" 4'-3" 12' 5'-5" 4'-11" 4'-S" 4'.:....0" 2"x 2"xO.090" W/1"x 2"xO.044" EXTRUSION 7' 8'-3" 7'-2" 9'-7" 8'-S" . I S' 7'-g" 6'-8" 8'-11" 8'-1" I 9' 7'-4" 6'-4" 8'-5" 7'-7" 10' 6'-11" 6'-0" S'-O" 7'-3" 11' 6'-7" 5'-8" 7'-7" 6'-11" 12' 6'-4" 5'-6" 7'-4" 6'-7" 13' 6'-1" 5'-3" 7'-0" 6'-4" 2"x 3"xO.OSO"TILT BEAM W/1"x 2"xO.044"EXTRUSION 7' 9'-10" 8'-11" 8'-6" 7'-4" 8' 9'-2" 8'-4" 8'-0" 6'-11" 9' S'-8" 7'-1 0" 7'-6" 6'-6" 10' 8'-3" 7'-5" 7'-1" 6'-2" 11' 7'-1 0" 7'-1" 6'-9" 5'-11" 12' 7'-6" 6'-10" 6'-6" 5'-7" 13' 7'-3" 6'-6" 6'-3" 5'-5" LAWRENCE E. BENNETT, P.E. CIVlL ENGINEER & DEVELOPMENT CONSUITANT P. O. BOX 4368 SOUTH DAYTONA, FL 32121 PHONE 1 (904) 767.4774 FAX # 1 (904) 767.6556 C COPYRIGHT, 1996 NOT TO BE REPRODUCED IN WHOLE OR IN Fr\RTWITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. PE. 2 31 SCREENED ENCLOSURES: SCREEN I VINYL AND SOLID COVER ~ TABLE 3: MAXIMUM HEIGHT OF UPRIGHTS FOR SCREEN .AND GLASS ROOMS EXTRUSIONS AND SELF MATING BEAMS OF 6063 T-6 ALUMINUM ALLOY USING SCREEN PANEL WIDTH "W" (SEE TYPICAL GLASS ROOM DRAWING), SELECT UPRIGHT REQUIRED FROM THE MAX HEIGHT ALLOWED FOR EACH EXTRUSION WIDTH "W" 36" 42" 48" 54" 60" 66" 72" 78" EXTRUSION 2"x 2"x 0.044" 9'-2" 8'-6" 7'-11" 7'-6" 7'-1" 6'-9" 2"x 2"x 0.050" 10'-2" 9'-5" 8'-10" 8'-2" 7'-11" 7'-6" 7'-2" 6'-11" 2"x 2"x 0.093" 12'-10" 11'-11" 11'-1" 10'-6" 9'-11" 9'-6" 9'-1" 8'-8" 3"x 2"x 0.050" 10'-8" 9'-11" 9'-3" 8'-9" 8'-3" 7'-11" 7'-6" 7'-3" 2"x 3"x 0.050" 12'-10" 11'-11" 11'-1" 10'-6" 9'-11" 9'-6" 9'-1" 8'-8" 3"x 2"x 0.070" 13'-8" 12'-8" 11'-10" 11'-2" 10'-6" 10'-1" 9'-8" 9'-3" ~ NOTES: GLASS ROOMS THE ADDITION OF AN ALUMINUM FRAME WINDOWS WI GLASS PANES THAT ARE DESIGNED TO 110 MPH WIND LOAD REQUIREMENTS TO THE ABOVE UPRIGHT SIZES INCREASES THE STRENGTH SO THAT ADDITIONAL FRAMING IS NOT REQUIRED. . ' LAWRENCE E. BENNETT, P.E. CIVlL ENGINEER & DEVELOPMENT CONSUITANT P. O. BOX 4368 SOUTH DAYTONA, FL 32121 PHONE 1 (904) 767-4774 FAX # 1 (904) 767.6556 ~. C COPYRIGHT, 1996 NOT TO BE REPRODUCED IN WHOLE OR IN Fr\RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E. 2 33 ATTACHED ALUMINUM COVERS TABLE 1 7'-5" 8'-2" 6'-8" 7'-6" 6'-2" 7'-1" 8'-8" 9'-3" 7'-9" 8'-6" 7'-1" 7'-11" 7'-7" 8'-5" 6'-11" 7'-9" 6'-4" 7'-3" 9'-0" 9'-7" 8'-1" 8'-9" 7'-5" 8'-2" 11'-6" 11 '-9" 10'-5" 10'-9" 9'-8" 10'-1" 13'-4" 13'-7" 12'-1" 12'-5" 11'-1" 11 '-5" 1'0. H. 2'0.H. 7'-3" 8'-1" 6'-1" 7'-0" 8'-6" 9'-2" 7'-0" 7'-10" 7'-7" 8'-4" 6'-4" 7'-11" 8'-10" 9'-6" 7'-4" 8'-1" 12'-0" 12'-5" 9'-6" 9'-11" 13'-6" 13'-11" 10'-8" 11'-1" 1. TOTAL ROOF A-\NEL WIDTH = ROOM WIDTH PLUS WALL WIDTH PLUS OVERHANG. 2. THE SMALLEST VALUE OF THE WIND LOAD TABLE OR THE L.L. TABLE GOVERNS. LAWRENCE E. BENNETT, P.E. crvn.. ENGINEER & DEVELOPMENT CONSUITANT P. O. BOX 4368 SOUTH DAYTONA. FL 32121 PHONE 1 (904) 767-4774 FAX 1/ 1 (904) 767-6556 ,~ C COPYRIGHT, 1996 NOT TO BE REPRODUCED IN WHOLE OR IN Fr\RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. 3 46 ~ . ~ , ... - .... . .... .......- . e. ....-.....,....,. Iii! . , ... , ',0: f!I' id d"hi! : , tp} ClJO ~~ I . .. 0) -:tJ - \rJ .:t -- cst. , ~ ....... ... ~ ~ + =-t- <lJ ...J -~ , I ;:... I ~ '" ~ I 1 "'f 1 ~I ...~ .M .... ....._.h . ~ ~,...,'~. .Tv.. f ~ " " . '><.. -C"1J ~><. <"'\ J 5 i 1: .j V VJ ~ .... ~ ~ ~ \ YO - ~ -.;: ~ ,. ,/ . . .'.1' , . , i' .. , . ... : 1::.1' .. ,..~. ., ~~.,...'..... ., .~ ." .~)< ,4. H;JI t. "1': ", ~ ,/;4r."J ~ ... '~:I' .f ..: ;.,~'~;.~ ., . ~ ... . I ~ ' '1 'J ;'<,:1 , '~'l:'. "",:.' .I'~ L. ~ ,~..~ . : ""ri h.. I' . ',r,. ...... ./ i I; I I.' , 1--; I 1/1 Ii r -1-, . , C, 0: It .: ... , ... )<. ==", -+ .' ,~ '- j . . :.:.. 1 .. ~'" 'I i ei :;;) - ~ f.\.. ~ ..3 C'b Q . , .' , ! ., , , , ~~6 FK~ I~ ~o.~o !-1 ') ~~