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HomeMy WebLinkAbout96-6006 BUILJ:?~~!:Hy~!RM!! N~ - 6~fi6~ (813) 788-6611 Date- 7-;2 7-9-b . ~~ (Ji) 0;;~ ELECTRICAL PLUMBING Pwp.<tv OW"., t;&!7-1/!nz- Job Address: /;1;;l Parcel I. D. # d2 - d-b - :J-/. -5....... - 0 MECHANICAL Sewer Conn Wat-er Conn: Water Meter: T.I.F.'s: Zoning: Energy Code: Description of Work (~//lVl r _ Rado" Ga, d Y 'I f2-?c~~ J~ NO OCCUPANCY BEFORE C.O. FINAL Complete Plans, Specifications and Fee Must Accompany Application. C.O. All work shall be performed in accordance with City Codes and Ordinances. Inspector $ODATE Permit Fee Signature Company Address Telephone# ~ Valuation or Contract Price ~ .3 tJtJ. o-z..;> d-9r City License Registration # State Certified License# ~L~ ~~ BUILDING ELECTRICAL PLUMBING MECHANICAL Breakers Ducts Insl. Compressor Final Tp. Servo Rough In Meter Can Const. Pole Pool Pre-Meter Final SLB Tub Set Water Sewer Final Ftr, Pre SLB Lintel FRM. Insul. CL WL Driveway REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($15.00) 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, APPLICATION FOR PERKIT CITY OF ZEPHYRHILLS BUILDING DEPARTMENT OWNER I S NAME \A.) , L. LA/L D Hu 'T70 f\..J PHONE ; -7B8- 2987 OWNER I S ADDRESS 0208 PE4 f2.. L- .:S(. z- H" c-- c s H. JOB ADDRESS .5 A. IV\. E' LEGAL DESCRIPTION: LOT(S) BLOCK PARCEL LD.' ;2 - d b ~;;l/ - ~ --- - 0 WORK PROPOSED:_New Construction /Addition SUBDIVISION (OBTAIN FROM PROPERTY TAX NOTICE) _Alteration ~epair ____Install _Sign _Move _Deaolish PROPOSED USE: J Single Faaily _KIF _' of Units ____K/H _<=<-ercial ____Indus t. _Swia. Pool _Other _Restaurant &: Health Departaent Approval DBSCllIPTION OF 1/OJlK: C/&/C PO//...., ~~-\l1~ BUILDING SIZE: 37 \ X / 2 I Square Feet, ~ Height RESIDENTIAL : COKKERCIAL ATTACH (2) PLOT PLANS &: (2) SETS OF BUILDING PLANS &: (1) SET ENERGY FORKS. ATTACH (3) SETS OF BUILDING PLANS &: (1) SET ENERGY FORKS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. PERKITS REOUESTED ---..-BUILDING $ 1300. ~C9 Valuation of Total Construction _ELEC'l'IUCAL AMP Service Florida Power Corp. W.R.E.C. --.JIECllAliICAL $ Valuation of Mechanical Installation _PL~ING GAS ROOFING TYPE OF CONSTRUCTION: _Block _Fraae _Steel SPECIALTY Other FDUSBED FLOOR ELEVATIONS: F'f . IS PROJECT IN FLOOD ZONE AREA? YES NO .........................**.************** Signature CONTRACTOR SECTION COKPANY CdeA7/r/~ &7e/Z/o/l-s Lr . State Cert. or Regist.' C G.,c.. (:) "33'''0 Z <-t V City License Registration' 2.79' **********************.******************* BIJTl.DRR SianAture COKPANY State Cert. or Regist. f City License Registration f ****************************************** PLUKBER COKPANY State Cert. or Regist. . City License Registration . ****************************************** Signature . KECIIAlUCAL COKPANY State Cert. or Regist. . City License Registration . ****************************************** Signature OTRRR COKPANY State Cert. or Regist. . City License Registration . **.*************************************** Signature APPLICATION APPROVED BY PERKIT OFFICER. CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS The undersigned understands that this pemit laY be subject to "deed restrictions" whieb lay be lOre restrictive than City regulations. The undersigned assUles responsibility for COIpliance 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 aay be cited for a lisdl!leanor 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 Zephyrhills Building Departlent, (813) 788-6611. FurtberlOre, if the owner bas 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 sign 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 lay be an indication that he is not properly licensed and is not entitled to perlitting privileges in the City of Zephyrhills. 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 - HOIeOIDer's Protection Guide" prepared by the Florida Departlent of Agriculture and ConsUler Affairs. If the applicant is sOleOne other than the "owner", I certify that I have obtained a copy of the above described docUJent and prOlise in good faith to deliver it to the "owner" prior to coaencelent. E. CONTRACTOR'SjOWNER'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 lade to obtain a perlit to do work and installation as indicated. I certify that no work or installation has cOlleDced prior to issuance of a pemit and that all work will be perforJed to leet standards of all laws regulating construction, City codes, loning regulations, and land developllent regulations in the jurisdiction. I also certify that I understand that the regulations of other goveIDlental agencies laY apply to the intended work, and that it is .y responSibility to identify what actions I lUst take to be in cOlpliance. Such agencies include but are not lilited to: * Departlent of EnviroDleDtal Regulation - Cypress Bayheads, Wetland Areas and EnviroDlentally Sensitive Lands, Water/Wastewater Treablent * Southwest Florida Water HanageleDt District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses * ArlY Corps of Engineers - Seawalls, Docks, Navigable Waterways * Departlent of Health & Rehabilitative Services, EnvirODleDtal Health Unit - Wells, Wastewater Treatlent, Septic Tanks * US EnviroDlental Protection Agency - Asbestos abateleDt I also certify that, if fill laterial is to be used in Flood Zone "A" or "A, etc. ", it is understood that a drainage plan addressing a "cOlpeDsating VOIUleIl will be sublitted whieb is prepared by a professional engineer registered in the State of Florida p'rior to perlit. issuance. A pemit 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 pemit prevent the Building Official frOl thereafter requiring a correction of errors in plans, construction, or violations of any code. Every perlit issued shall beCOle invalid unless the work authorized by sueb perlit is cOllenced within s1llOnths of issuance, or if work authorized by the pemit is suspended or abandoned for a period of six IOnths after the till! the work is coaenced. One 90 day extension of tile, laY be allowed for the pemit with fee ebarge of $15.00. 'fbe extension sball be requested in writing to the Building Official. An approved inspection lUst be logged during eaeb six IOntb period, or the project will be considered abandoned. WARlHNG TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMHBNCEHEtff HAY RESULT IN YOUR PAYING BICE FOR IHPROVEMEITS TO YOUR PROPERTY. IF YOU ItffEND TO OBIAIH FlIfJlHCING, CONSUL!' IUfB YOUR LENDER OR AN AnORXEY BEFORE RECORDING YOUR HOfICE OF COMHENCEHEtff. JOBS UHDER $2,500 IN VALUE 00 NOT NEED fO RECORD AND POS'f A "HOTICE OF COMMDCEHE.tf1'''. SIGJfAfURE: OWNER OR AGEtff SIGJfATURE: COJffRACfOR STATE OF FLORIDA COUJffY OF The foregoing instrument was acknowledged before me this , 19____ by STATE OF FLORIDA COUJffY 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 37034 Pepper Drive Zephyrhills, Florida 33541 CREATIVE EXTERIORS, INC. STATE CERTIFIED CONTRACTOR NO. CGCO 33024 LICENSED · INSURED ~\-' , ~y~. I \0 -~7 /~ If.:) ~ ~'l ! i CX\ S(l We;: (-lo~~ "- t /s' \Y ' .-..----.-.----.----------.... .-----l...-. ~~. __t""""'__~ (813) 782-0316 ,,- f{)fL f CA1- I o I Ij O.lr' ~ :::> -- , ~ I I --- -I I ~/ \ tx (S -(/;0 t;, ---' _~ ",Ie crV I C- c/-- .5'- A B ! ~' {1;-q~ frJJ~ ~J ~~ PANS' ATTACHED ALUMINUM COVERS TABLE 1 MAXIMUM SPANS FOR STANDARD ALUMINUM ROOF PANELS OF 3105 H-14 OR H-25 ALLOY CARPORTS, SCREEN ROOMS, AND OTHER OPEN BUILDINGS NO O. H. l' O. H. 2' O. H. 3' O. H. WIND LOADS: O.H. CONDITION 1-1/4"x 0.026" 100 MPH W. L. 110 MPH W, L. 120 MPH W. L. 1-1/4"x 0.032" 100 MPH W. L. 110 MPH W. L. 120 MPH W. L. 1-314"x 0.026" 100 MPH W. L. 110 MPH W, L. 120 MPH W. L. 1-314"x 0.032" 100 MPH W. L. 110 MPH W. L. 120 MPH W. L. 3"x 0.026" 100 MPH W. L. 110 MPH W. L. 120 MPH W. L. 3.'x 0.032" 100 MPH W, L. 13'-2" 110 MPHW.L. 12'-0- 120 MPH W. L. 11'-0" LIVE LOAD: ALL BUILDING TYPES O.H. CONDITION NO O. H. 1-1/4"x 0.026" 20 ,/SF L. L. 30 ,/SF L. L. 1-1/4"x 0.032" 20 ,/SF L. L. 30 ,/SF L. L. 1-314"x 0.026" 20 ,/SF L. L. 30 ,/SF L. L. 1-314"x 0.032" 20 ,/SF L. L. 30 ,/SF L. L. 3"x 0.026" 20 ,/SF L. L. 30 ,/SF L. L. 3"x 0.032" 20 ,/SF L. L. 30 ,/SF L. L. 7'-2" 6'-S- S'-10" 8'-S- 7'-6" 6'-10- 7'-S- 6'-8" 6'-1- 8'-9" 7'-10" 7'-1" 11'-5" 1 0'-3" 9'-6- 7'-0" 5'-9- 8'-3- 6'-9- 7'-4- 6'-0- 8'-7- 7'-0- 11'-10- g'-4" 13'-4- 10'-6" ~ 7'-S" 8'-2- 6'-8" 7'-6" 6'-2" 7'-1" 8'-8- 9'-3- 7'-g" 8'-6- 7'-1- 7'-11" 7'-7" 8'-S" 6'-11" 7'-g- 6'-4" 7'-3- g'-o" 9'-7" 8'-1" 8'-9- 7'-S" 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'-S- 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'-S" 9'-6" 9'-11" 13'-6- 13'-11- 10'-8- 11 '-1" 12'-3" 11'-4" 10'-7" 14'-0" 12'-10" 11'-10" 3'0.H. .~ 13'-2" 10'-8- 14'-8" 11'-10- 1. TOTAL ROOF PANEL 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 CONSUlTANT P. O. BOX 4368 SOUTH DAYTONA, FL 32121 PHONE 1 (904) 767-4n4 FAX It 1 (904) 767-6556 r--, 3 C COPYRIGHT. 1996 NOT TO BE REPRODUCED IN WHOLE OR IN ~RTWITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, p.E. 46 l~ E APt:: (L ATTACHED ALUMINUM COVERS (" SEALANT ~ S HEADER EXTRUSION ~ ~ /18 x 9/16" 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 TAIL EXISTING TRUSS OR RAFTER 610 X 3/4" S.M.S. OR WOOD SCREW SPACED AT 12" O.C. 3" ROOF PANEL EXISTING FASCIA SEALANT ~ S HEADER EXTRUSION ~ ~ /18 x 9/1 fJ' TEK SPACED AT ~ ________ /j 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 '10 x 1-1/2" S.M.S. OR WOOD SCREWS AT 12" O.C. 3" ROOF PANEL EXISTING HOST STRUCTIJRE WOOD FRAME. MASONRY OR OTl-lER CONSTRUCTION ROOF PANEL TO FASCIA DETAIL ROOF PANEL TO WALL DETAIL NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR Tl-lE SUB-FASCIA FRAMING \'MERE POSSIBLE ONLY 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS / SUB-FASCIA AND Tl-lOSE AREAS SHAll HAVE DOUBLE ANCHORS. All SCREWS INTO TI-iE HOST STRUCTIJRE SHALL HAVE MIN. 1-1/4" WASHERS OR SHALL BE WASHER HEADED SCREWS HOST STRUCTURE OR FASCIA AND SUB-FASCIA CONNECTION REQUIREMENTS LOAD CONDfTlONS GLASS ROOMS WIND VELOCITY LOADS DEAD + LIVE LOADS HOST STRUCTURE 102 MPH 110 MPH 120 MPH 22#/SF 32 #/SF 57#/SF 1. CONCRETE 1/4"x1-1/S" 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 22#/SF 32 #/SF 57#/SF 1. CONCRETE 1 /4"x1-1 /S" CONCRETE SCREWS @ 12" O.C.----->2 @ l' O.C. 2. WOOD FRAME 1/4"x2" LAG SCREWS @ 12" O.C.--------->2 @ l' O.C. SPUCE TO BE LOCATED 1/4 TO 1/3 BEAM SPAN AND STAGGERED EACH SIDE OF SELF MA TING BEAM r d-.SO" -t- d-.50" ---r + + + + + + + + 1" MAX. BEAM SPUCE SHALL BE MIN. or d-.50" HEIGHT AND 2 (d-.SO") IN LENGTl-l MIN. SCREWS PER SPUCE TOTAl / SIDE OF SPUCE 2" x 4" 4/2 2" x 5" 4/2 2" x 6 4/2 2" x 7" 6/3 2" x 8" 8/4 2" x 9" 10/5 DENOTES SC EW PATTERN NOT NUMBER OF SCREWS + + + + + + + + d = HEIGHT OF BEAM 1" MAX. PLA TE TO BE SAME WAll THICKNESS AS BEAM PLA TE CAN BE INSIDE OR OUTSIDE BEAM OR LAP CUT TYPICAL BEAM SPLICE DETAIL LAWRENCE E. DENNETf, P.E. crvn.. ENGINEER &; DEVELOPMENT CONSUI:rANT P. O. BOX 4368 SOUTH DAYTONA. FL 32121 PHONE 1 (904) 767-4n4 FAX /I 1 (904) 767-6556 ,,---. o COPYRIGHT, 1996 NOT TO BE REPRODUCED IN WHOLE OR IN ""RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. ~os-r 5 ATTACHED ALUMINUM COVERS TABLE 4 continued 3"x 3"xO.040" ROLL FORM* 10'-0" 11 '-8" 13'-4" 15'-0" 3"x 3"xO.060" ROLL FORM* 11 '-0" 3,600 200 164 12'.10" 2,700 150 123 14'-8" 2,100 117 95 16'-6" 1,575 88 73 3"x 3"xO.060" SCALLOPED OR FLUTED EXTRUSION 6063 T-6 ALLOY 11'.10" 3,408 189 155 13'.10" 2,556 142 116 15'.10" 1,988 106 87 17'-10" 1,491 83 68 3"x 3"x O.90"TUBE EXTRUSION 6063 T-6 ALLOY 11 ' -1 0" 5, 1 84 13'.10" 3,888 15'.10" 3,024 17'-10" 2,268 3"x 3"x 0.125"TUBE EXTRUSION 6063 T-6 ALLOY 13'-9" 6,912 16'-1" 5,184 18'--4" 4,032 20'-7" 3,024 4"x 4"x 0.125"TUBE EXTRUSION 6063T-6 ALLOY 15'-9" 9,312 18'-5" 6,984 21'-0" 5,432 23'-8" 4,074 * ALLOY' 3105 H16 1. THE SMALLER ROOF AREA OF LIVE + DEAD LOAD AND WIND LOAD SHALL GOVERN. 2,381 1,786 1,389 1,042 132 99 77 58 108 81 63 47 99 74 58 43 150 113 88 66 142 107 80 62 288 216 168 126 236 177 137 103 216 162 126 95 384 288 224 168 314 236 183 137 288 216 168 126 517 388 302 226 423 317 247 185 388 291 226 170 TABLE 5 ISOLATED FOOTINGS MAXIMUM ROOF AREA IN SF FOR CARPORT POST WI ISOLATED FOOTING FOR BELOW LISTED WIND VELOCITY 100 MPH 110 MPH 120 MPH UPLIFT LOADS FOOTING TYPE & SIZE POURED CONCRETE 1 '-Q"X 1 '.O"X 1 '-0" 1 '-4"X 1 '-4"X 1 '-4" 1 '-6"X 1 '-6"X 2'-0" 1 ' .8"X l' .8"X 2'-0" l'-8"X 1'.8"X 2'.6" 2'-Q"X 2'-0"X 2'.0" 2'-6"X 2'-6"X 2'-6" PRE-CAST SLAB WI 80' SACK-CRETE & BACKFILL OVER SLAB 1'-4"X 1'-4"X 2'-4" 29 25 21 86 72 61 163 136 116 187 156 134 275 229 196 346 288 257 463 386 331 117 97 56 74 56 43 33 ~ 43 33 25 19 65 50 38 29 62 46 35 27 94 71 55 41 126 94 73 55 169 127 99 r----. 74 113 84 6(j 32 107 80 62 47 162 122 95 71 216 162 126 95 291 218 170 127 LAWRENCE E. BENNETT, P.E. CIVIL ENGINEER & DEVELOPMENT CONSUlTANT P. O. BOX 4368 SOUTH DAYTONA, Fl32121 PHONE 1 (904) 767-4174 FAX 111 (904) 767-6556 ..---.. o COPYRIGHT. 1996 NOT TO BE REPRODUCED IN WHOLE OR IN Rt.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E 3 52 8 <:: A tV\ ATTACHED ALUMINUM COVERS ~, MAX. ROOF BEAM SPANS FOR CARPORTS, SCREEN & VINYL ROOMS AND OTHER OPEN STRUCTURES WI SOLID ROOFS 6063 T-6 ALLOY EXAMPLE: FOR SPAN "L" ON DRAWING USE LOAD WIDTH = 'W/2 + O.H. 2"x 4"x 0.050" TILT BEAM: LOAD WIDTH = 14'/2 + 2'O.H. = 9' LOAD WITH = 9'; L.L. @ 22#/SF BEAM SPAN = 7'-3" BEAM SIZE BEAM SPAN FOR DESIGNATED LOADS BEAM LIVE LOAD WIND LOAD LOAD WIDTH 22#/SF 32#/SF 100 MPH 110 MPH 120 MPH 2"x 3"xO.050"TILT BEAM OR 2"x 3"xO.050"EXTRUSION 5 '8'_lw 6'-r g'-O" 8'_lw 7'-5" 6 '7'-4w 6'-0" S'-3" 7'-4w 6'_gw 7' 6'-lOw 5'-6" 7'_6w 6'-10" 6'-3" 8 6'-5w 5'-2" 7'-2" 6'-5" 5'.10" g' 6'-Ow 4'-11w 6'_gw 6'-Ow 5'-6" 10' 5'_8w 4'-Sw 6'-5w 5'-S" 5'-2" 11' 5'-5w 4'-5" 6'-lw 5'-5" 5'-ow 12' 5'_2w 4'-3w 5'-10w 5'-2" 4'-9" 2"x 4"x O.OSO"X TILT BEAM 5' g'_gw 8'-Ow 10'-11" g'_gw 8'-11" 6' 8'-11" 7'-3w 10'-Ow 8'-11w 8'-1" 7' 8'_3w 6'_gw 9'_3w 8'-3" 7'-6w S' 7'-9" 6'-3" S'-8w 7'-g" 7'-Ow EXAMPLE 9' 7'-3" S'-11w S'-l" 7'-3w 6'-8w 10' 6'-11" 5'-r 7'-g" 6'-11" 6'-3" 11' 6'-7" 5'-4" 7'-4" 6'-7" 6'-ow 12' 6'-3" S'-Ow 7'-Ow 6'-3w S'_gw ~ 2"x 4"x O.044"x 0.120" S.M.B. 5' 12'-10" 10'-Sw 14'-4w 12'-10" 11'-3w 6' 11'-8w 9'-6" 13'-lw 11'-8w 10'-8w 7' 10'-10" 8'-10" 12'-1" 10'-10" 9'-11" 8' 10'-lw 8'-3" 11'-4" 10'-1" 9'_3w g' 9'_6w 7'_gw 10'-8" 9'-6" 8'-8" 10' 9'-1" 7'-5" 10'-1" 9'_lw 8'-3" 11' 8'-8w 7'-0" 9'-8" 8'-8w 6'-1 Ow 12' 8'-3w 6'-9" 9'-;-3" 8'-3" 7'-6" 2"x 5"x O.OSO"x 0.120" S.M.B. 5' 15'-2" 12'-4w 16'-11w 15'-2" 13'-10" 6' 13'-10" 11'-3" 15'-6" 13'-10" 12'-8" 7' 12'-10" 10'-5" 14'-4w 12'-10" 11'-8" 8' 12'-Ow g'-g" 13'-5w 12'-0" 10'-11" g' 11'-3" 9'_2w 12'-8" 11'-3" 10'-4w 10' 10'-8w 8'-9" 12'-0" 10'-8" g'_g" 11' 10'-3w 8'-4w 11'-5" 10'-3" g'-4w _ 12' g'_gw 8'-8" 10'-11" g'_g" 8'-11" 2"x 6"x O.OSO"x 0.120" S.M.B. 5' 17'-2" 14'-Ow 19'-2w 17'-2" 1S'-8w 6' 15'-8w 12'-9" 17'-6" lS'-8w 14'-3w 7' 14'-6" 11'-10w 16'-2w 14'-6w 13'-3w 8' 13''-7'' 11'-lw 15'-2" 13'-7" 12'-4" g' 12'_gw 10'-5" 14'-3" 12'-9" 11'-8" 10' 12'-1" 9'-11" 13'-7" 12'-lw 11'-1" 11' 11'-1" 9'-5" 12'-11w 11'-7" 10'-6" 12' 10'-3" g'-ow 12'-4" 10'-3" 10'-1" TABLE 2 LAWRENCE E. BENNETT, P.E. CIVil.. ENGINEER & DEVELOPMENT CONSUlTANT P. O. BOX 4368 SOUTH DAYTONA, FL 32121 r-- PHONE 1 (904) 767.4n4 FAX It 1 (904) 767-6556 C COPYRIGHT, 1996 NOT TO BE REPRODUCED IN WHOLE OR IN R\RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. 3 49