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Home My WebLink About95-5108 BUILDING PERMII- CITY OF ZEPHYRHILLS Permit J1! (813) 788-6611 ~~510~!3 Date t:;-/ / - 7C;- ~ ELECTRICAL PLUMBING MECHANICAL ~operty Owne" - ~ ~ /~ J}; ~ Job Address: .--5 ?'-L------.::::: _ y-: . ParceII.D.# /1-d..6'd/~ t/O/O - D ~()O-DoYb Sewer Conn Water Conn: Water Meter: T.I.F.'s: Zoning: Description of Work Energy Code: r:.' ~ ~ Radon Gas: NO OCCUPANCY BEFORE C.O. Complete Plans, Specifications and Fee Must Accompany Application. C,O. All work shall be performed in accordance with City Codes and Ordinances. FINAL '7, 2../-- J DATE DATE Inspector City license Registration # State Certified license# p.rrnitFe~ Signature r:.J~Ji~' Company Address Telephone# Valuation or Contract Price Y --So ?:J , crv I'fJ-J'vtC.A. BUILDING ELECTRICAL PLUMBING - MECHANICAL Ftr. Pre SLB lintel FRM, Insul. CL Wl Tp, Serv, 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 ($15,00) 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, &A CITY OF ZEPIIYRID:LLS BUILDING DEPAR".l'MEIft' GIt J ah~kr lJro;r~ . . JOB LOCATION 6 B 0 3 /~ S-r PARCEL I.D. # //...{) Co -;)-/ - Op / tJ - 07~ 0 - Ot:l~D OWNER SHOW ALL EIIS"l"DIG &: PROPOSED S'l'R.UC!'URES GIVDIG DDlENSIORS &: SETBACKS. ,/IL: 1}Z ~Jt (]fft1 ALLEYWAY ACCESS FOR GARAGE OR CARPORT - 15 FOOT SETBACK REQUIRED. -fSD D' V3- UTILITY BUILDINGS MUST SHOW SIZE & FOUNDATION INFOR- MATION. (NOTE EXAMPLES 1 & 2) ...... .....~-~. ,- rY1,r '1 ~tJPo;' i I-/O~ 7 I ,--g, E 0 ~' . \ ~of ~ (If\ ~' FRONT PROPERTY LINE J -- "'-t \) \v STREET / L/If tJ; . 1. SETBACKS FOR Rl, R2 ZONING 60' 2. SETBACKS FOR R3 ZONING 60' 10' P E- R X 0 I 10' P S 10' 0 T S I E ON D G 20' ,-..- 10' 10' EXISTING 10' 1 0 PROPOSED 20'SGL FAM 30 'DUPLEX 1 0' FROIft" PROPER'!'Y LIlOC FROII"I' PROPERTY LDIB ~1 '" <l,J ~ _ Car-fori 0 (te '2Jpe crt; c. ::, --" 3Jt k/5er , o~'"" ~ns .... \ ;)~ I . .-. :J..~{j1iH- Beq~ wi). -,jtl'X:3Y;l' tDH-~ ~;rA J -~~ . . ~ 1f 3X3 p~+ ~~l''''j ~ per Y~"lleer;~) ID&/I ) . -/{tIcLhed t\? e'ptr" 1Zf);~trI'~ J ~ ~ t ~ ~ v:) <:r:) C' -- -t- .:] x.. LlL i (, I r. ~8~ I I / I r r r r I l I I r , , r r r r r ! i TO WHOM IT MAY CONCERN: Please be advised that t ~vd<- M~'k~as ~ our permission to use any of our engineering on file in consideration of the fact that the materials purchased through us will be code approved. * THIS IS FOR ONE (1) TIME ONLY SINCERELY, Randy Bahr NOTARY STATE OF FLORIDA COUNTY OF PASCO The foregoing instrument was acknowledged before me this 7r);. day of ~{v ,19.:zL, by I?#Nc/Y 3191u2 / ,.- for ~Ahr:5" 1l/vM? s! II/tAl. Z;Vc-~ as ~es/~~/ rtJ.~ Personally Known ~ OR Produced Identification Type of Identification Produced JAMES A. STONE Notary Public, State of Florida My comm. expires May 16, 1995 CC 446560 "'" ATTACHED ALUMINUM COVERS ~ SEE CONNECTION DETAIL (PAGE 6-13) 2" x 4" LUMBER TOP PLATE WITH ROOF w L 0 :r: ~ w N 2" x 2" x 0.044" ALUMINUM OR --...I m @ 2" x 4" @ 24" O,C. LUMBER 0 (f) L 0 19 ::> STRUCTURAL GRADE THERMAL PLY ~ z (f) WITH SIDING f= (f) ~ x w x 2" x 4" P. T_P. PLATE WITH 3/S"x4 1 /2" N CONCRETE ANCHORS --------------- SEE CONCRETE DETAILS SECTION THROUGH UTILITY ROOM SEE CONNECTION DETAIL (PAGE 6-13) .~ 12" x PAN (SEE CHARTS) USE 'w' SELECT PAN FOR REQUIRED SPAN 2" x 2" x 0.044" ALUMINUM OR 2" x 4" @ 24" O.C. LUMBER STRUCTURAL GRADE THERMAL PLY WITH SIDING SHED IS FRAMED WALL ATTACHED TO HOST STRUCTURE 1/2" L-BOLTS FOR 2" x 4" P.T. PLATE OR CONCRETE ANCHORS @ 4'-0" O.C. \ . -. w L o :r: w --...I m o L 19 Z f= (f) x w "W," VARIES FOR FRONT BEAM USE 'L'=W/2+0.H. --------------- NOTES: SEE CONCRETE DETAILS (Fh~ !IIL~f\ND CARPORT WALL SECTION 1. ANCHOR PANS TO HEADER CHANNEL WITH (3) #10 x 1/2" S.M.S. W/ WASHER. 2. ANCHOR PANS TO ROOF BEAMS WITH (3) #10 x 1/2" S.M.S. Wi WASHER. 3. ANCHOR COLUMN TO CONCRETE FLOOR WITH 2-1/4" x 3" CONCRETE ANCHORS. 4. ANCHOR COLUMN TO BASE PLATE WITH 1-1/4" S.S. BOLT ~ [1@W[]'@[i1)@@ @:c ill@[i1)[i1)@iJiJg [;lc@:c CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P.O. BOX 4368 S. DAYTONA. FLORIDA 32121-4368 PHONE: (904) 767-4774 FAX: (904) 767-6556 @ COPYRIGHT, 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. SECTION: 3 PAGE: 3b~~3 -43- ATTACHED ALUM!NUM COVERS TABLE 1 : MAXIMUM SPANS FOR STANDARD ALUMINUM ROOF PANELS OF 310S H-14 OR H-2S ALL 0 Y WIND LOADS: CARPORTS, SCREEN ROOMS, AND OTHER OPEN BUILDINGS O.H. CONDITION NO O. H. 1 ' O. H. 2' O. H. 3' O. H. 1-1/4"x_0.026" 7'- 2" 7'- S" 8'- 2" 100 MPH W. L. --- 110 MPH W. L. 6'- S" 6'- 8" 7'- 6" --- 120 MPH W. L. 5'-10" 6'- 2" 7'- 1 " --- 1-1/4"x_0.032" 8'- 5" 8'- 8" g'- 3" 100 MPH W. L. --- 110 MPH W. L. 7'- 6" 7'- g" 8'- 6" --- 120 MPH W. L. 6'-10" 7'- 1 " 7' -11" --- 1-3/4"x_0.026" 100 MPH W. L. 7'- 5" 7'- 7" 8'- 5" --- 110 MPH W. L. 6'- 8" 6'-11 " 7'- g" --- 120 MPH W. L. 6'- 1 " 6'- 4" 7'- 3" --- 1-3/4"x_0.032" 8'- g" g'- 0" g'- 7" 100 MPH W. L. --- 110 MPH W. L. 7'-10" 8'- 1 " 8'- g" --- 120 MPH W. L. 7'- 1 " 7'- S" 8'- 2" --- 3"x_0.026" 100 MPH W. L. 13'- 1 " 13'- 3" 13'- 8" 14'- 5" .110 MPH W. L. 11 '- g" 11' -11" 12'- S" 13'- 2" 120 MPH W. L. 10'- 8" 10'-11" 11'- 5" 12'- 3" 3"x_0.032" 100 MPH W. L. 15'- 6" 15'- 8" 16'- 0" 16'- 7" 110 MPH W. L. 13'-10" 14'- 0" 14'- 5" 15'- 1 " 120 MPH W. L. 12'- 8" 12'-10" 13'- 3" 14'- 4" LIVE LOAD; ALL BUILDING TYPES O.H. CONDITION NO O. H. l' O. H. 2' O. H. 3' O. H. 1-1/4"x:-0.026" 7'- 0" 7'- 3" 1 " 20 #/SF L. L. 8'- --- 30 #/SF L. L. 5'- g" 6'- 1 " 7'- 0" --- 1-1/4"x_0.032" 8'- 3" 8'- 6" 2" 20 #/SF L. L. g'- --- 30 #/SF L. L. 6'- g" 7'- 0" 7'-10" --- 1-3/4"x_0.026" 20 #/SF L. L. 7'- 4" 7'- 7" 8'- 4" --- 30 #/SF L. L. 6'- 0" 6'- 4" 7'-11 " --- 1-3/4"x_0.032" 20 #/SF L. L. 8'- 7" 8'-10" g'- 6" --- 30 #/SF L. L. 7'- 0" 7'- 4" 8'- 1 " --- 3"x_0.026" 20 # /SF L. L. 13'- 3" 13'- 4" 13'-10" 14'- 6" 30 # /SF L. L. 10'- g" 11'- 0" 11'- 6" 12'- 4" 3"x_0.032" - 20 #/SF L. L. 15'- 1 " 15'- 2" 15'- 7" 16'- 2" 30 #/SF L. L. 12'- 3" 12'- S" 12' -11" 13'- 8" 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. [b@WO'@Oi]@@ @;o @@Oi]Oi]@iJiJg [PO~O CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P.O. BOX 4368 S. DAYTONA, FLORIDA 32121-4368 PHONE: (904) 767-4774 FAX: (904) 767-6556 @ COPYRIGHT, SECTION: 3 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. PAGE: 8~~3 .' ~ f'-' ,I -,_/~. ('-. \.. .- -48- ~ ~ ,~ SCIREEINHED ENClOSUIRES: SCREEN I VINVl WALLS AND SOLID COlVER FASTENED DETERMINED BASED ON CONSTRUCTION OF HOST STRUCTURE HOST STRUCTURE OR FASCIA PAN OR COMPOSITE PA~~ELS. USE CORROSION RESISTIVE SCREWS. PANS ANCHORED W/ #10X1/2" @ 3/PAN INTO RECEIVING CHANNEL AND 1 #1 Ox1 /2" @ RIDGE CAP CONNECTION TO RECEIVING CHANNEL. COMPOSITE f)ANELS USE 1/4"x t+1/2" WITH 1/4" WASHERS SCREW THROUGH RECEIVING CHANNEL FROM TOP CAULK ALL CONNECTIONS. CONNECTION REQUIRED (SEE DETAIL) ~ EXTRUDED OR BREAKMETAL HEADER 0.032" MIN. CONNECTION TO HOST STRUCTURE HOST STRUCTURE OR FACIA & SUB-FACIA CONNECTION REQUIREMENTS FOR VARIOUS LOAD CONDITIONS LOAD CONDITIONS WIND VELOCITY LOADS DEAD + LIVE LOADS GLASS ROOMS HOST STRUCTURE 100 MPH 110 MPH 120 MPH 22#/SF 32#/SF 57#/SF 1. CONCRETE 1/4"x1-1/8" CONCRETE SCREWS @ 12" 0.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 100 MPH 110 MPH 120 MPH 22#/SF 32#/SF 57#/SF 1. CONCRETE 1/4"x1-1/8" CONCRETE SCREWS @ 12" 0.C.------>2 @ l' O,C. 2. WOOD FRAME 1/4"x2" LAG SCREWS @ 12" 0.C.------------>2 @ l' O.C. NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB FACIA FRAMING WHERE POSSIBLE ONLY 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS/SUB FACIA AND THOSE AREAS SHALL HAVE DOUf3LE ANCHORS ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MIN 1-1/4" WASHERS OR SHALL BE WASHER HEADED SCREWS. NOTE: NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION 2'-0" MIN. MIN. 2500 PSI CONC, W/ BEFORE SLOPE 6x6-10x10 W.W. MESH OR " 1 t FIBER MESH TYPICAL __ ____________ 1 #5 BAR CONT. 31/2~ NOTE: FIBER MESH CONCRETE DOES NOT REQUIRE WIRE MESH "8" FLA T SLOPE / NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING o - 2"/12" 2"/12" - 1'-10' > 1'-10' SLAB DETAILS ADDRESSING EROSION [b@W[]'@[il)@@ @:o W@[il)[il)@1J1Jg C~o@;o CIVIL ENGINEER AND DEVELOPMENT CON5UI_ TANT P.O. BOX 4369 5. DAYTONA, FLORIDA 32121.-4368 PHONE: (904) 767-4774 FAX: (904) 767-6556 @ COPYRIGHT, 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. SECTION: 2 PAGE: 5~~2 -27- ATTACHED ALUMINUM COVERS ,-.., / TOP OF GRADE 3"x3" FLUTED POST WRAPPED W/ FELT PAPER '<:j- 3/8"x3 1/2" BOLT N 80 LB. 2500 PSI CONCRETE FJRE-MIX N '-.... 3"x3" BASE j 16" ~ ALUMINUM CONVENTIONAL CONSTRUCTION PORCH POST CONNECTION POST IN CONCRETE W/ #4 DIA. BAR 12" LONG POURED CONCRETE o REFER TO TABLE 5 (PAGE 12-"13) o J l0> L ISOLATED FOOTING NOTE: NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION 2'-0" MIN. MIN. 2500 PSI CONC. W/ BEFORE SLOPE 6x6-lOx10 W.W. MESH OR " 1 t FIBER MESH TYPICAL __ . .._~ 1 #5 BAR CONT. 31/2~ "8" NOTE: FIBER MESH CONCRETE DOES NOT REQUIRED WIRE MESH FLA T SLOPE / NO FOOTING MODERA TE SLOPE FOOTING STEEP SLOPE FOOTING o - 2"/12" 2"/12" - 1'-10' > 1'-10' SLAB DETAILS ADDRESSING EROSION r" [1@W[(@l7O@@ @:o [;3@lJi)l7O@aag [;)o@:o CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P.O. BOX 4368 S. DAYTONA, FLORIDA 32121--4368 PHONE: (904) 767-4774 FAX: (904) 767-6556 @ COPYRIGHT, 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. SECTION: 3 PAGE: 5=~3 -45- A iT ACIHED ALUMINUM COVERS TABLE 3: SCHEDULE OF POST TO BEAM SIZE & # OF THRU BOLTS REQUIRED BEAM SIZE MINIMUM # /THRU BOLTS @ L= 0 + 1/2" POST SIZE 1 /4" 3/8" 2"X 3"X 0.05" TILT 3"X 3"X 0.06" Scalpd 1 2"X 4"X 0.05" TILT 3"X 3"X 0.06"" 1 2"X 4"X 0.044" X 0.12" 5MB 3"X 3"X 0.06"" 2 2"X 4"X 0.044" X 0.15" 5MB 3"X 3"X 0.06"" 2 2"X 6"X 0.044" X 0.12" 5MB 3"X 3"X 0.093 3 2"X 7"x 0.050" X 0.13" 5MB 3"X 3"X 0.093 3 2"X 8"X 0.070" X 0.23" 5MB 3"X 3"X 0.125 4 2"X 9"X 0.070' x 0.23" 5MB 3"X 3"X 0.125 4 TABLE 4: MAX. ROOF AREA FOR ALUMINUM CARPORT/OPEN BUILDING FOR ALLOWABLE ROOF AREA USE "AREA" = S x (W/2 + O.H.) EXAMPLE: "S"= 7' , W = 12', & O.H. += 2' THUS: "AREA" = 56 SF POST TYPE MAX. ALLOWABLE ROOF AREA IN SQUARE FEET MAX_ HGT. @ MAX. LOAD IN # LIVE + DEAD LOAD WIND LOADS 3"x 3"xO.040" ROLL FORM** 55#/SF 22#/SF 100 MPH 110 MPH 120 MPH 8' - a" 7,200 131 327 450 360 300 10' - 0" 5,500 100 250 343 275 229 12'- 0" 4,700 85 213 294 235 196 3"x 3"xO.060" ROLL FORM** 8' - 6" 7,500 10'- 0" 6,000 12' - 0" 5,200 3"x 3"xO.060" SCALLOPED* 11'-10" 8,640 14' - 0" 7,330 16'- 0" 6120 3"x 3"x 0.90" TUBE* 11'-10" 12960 14' - a" "'070 16' - a" 9,180 3"x 3"x 0.125" TUBE* 13'- 3" 13500 14' - a" 1 i 000 16'- 0" 8',000 4"x 4"x 0.125" TUBE* 15'- 9". 23,280 423 1,058 1,455 18'- 0" 20,712 376 941 1,294 20'- 0" 18,430 335 838 1,152 * ALLOY 6063 T-6 ** ALLOY 3105 H16 1. THE SMALLER ROOF AREA OF LIVE + DEAD LOAD AND WIND LOAD SHALL GOVERN. TABLE 5: ISOLA TED FOOTINGS MAXIMUM ROOF AREA IN SF FOR CARPORT POST W/ ISOLATED FOOTING FOOTING TYPE AND SIZE FOR BELOW LISTED WIND VELOCITY UPLIFT L.OADS POURED CONCRETE 100 MPH 110 MPH 120 MPH 1'-O"X 1'-0"X 1'-0" 29 25 21 1'-4"X 1'-4"X 1'-4" 86 72 61 1'-6"X 1'-6"X 2'-0" 163 136 116 1'-8"X 1'-8"X 2'-0" 187 156 134 1'-8"X 1'-8"X 2'-6" 275 229 196 2'-0"X 2'-0"X 2'-0" 346 288 257 2' -6"X 2' -6"X 2'-6" 463 386 331 PRE-CAST SLAB W/ 80# SACK-CRETE & BACKFILL OVER SLAB 1'-4"X 1'-4"X 2'-4" 117 97 136 109 95 157 133 111 236 201 167 245 218 145 341 273 236 392 333 278 589 503 417 614 545 364 469 375 325 540 458 382 810 691 574 844 750 500 375 300 235 432 366 306 648 554 459 675 600 400 1,164 1,034 922 ~ ../' 2 2 3 ~S POST 312 250 216 360 305 255 540 461 383 ~ 563 500 333 /' 970 863 768 56 [b@W[[@[il)@@ @:o [;3@[il)[il)@~~g !;Jo@:o CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P.O. BOX 4368 S. DAYTONA, FLORIDA 32121-4368 PHONE: (904) 767-4774 FAX: (904) 767-6556 r----. SECTION: 3 @ COPYRIGHT, 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. -52- PAGE: ~2~~3 ~ ATTACHED ALUMINUM COVERS TABLE 2: CONTINUED MAX. ROOF BEAM SPANS FOR CARPORTS, SCREEN & VINYL ROOMS AND 2"x 7"x 0.062"x 0.120" S.M.B. 6' 17'- 9" 14'- 6" 19'-11 " 17'- 9" 16'- 3" 7' 16'- 6" 13'- 5" 18'- 5" 16'- 6" 15'- 0" 8' 15'- 5" 12'- 7" 17'- 3" 15'- 5" 14'- 1 " 9' 14'- 6" 11'-10" 16'- 3" 14'- 6" 13'- 3" 10' 13'- 9" 11'- 3" 15'- 5" 13'- 9" 12'- 9" 11 ' 13'- 1 " 10'- 9" 14'- 8" 13'- 1 " 12'- 0" 12' 12'- 7" 10'- 3" 14'- 1 " 12'- 7" 11 '- 6" 13' 12'- 1 " 9'-10" 13'- 6" 12'- 1 " 11'- 0" 14' 11'- 8" g'- 6" 13'- 0" 11'- 8" 10'- 7" 2"x 7"x 0.062"x 0.135" S.M.B. 6' 18'- 4" 15'- 0" 20'- 6" 18'- 4" 16'- g" 7' 17'- 0" 13' -11" 19'- 0" 17'- 0" lS'- 6" 8' 15' -11" 13'- 0" 17'- g" 15' -11" 14'- 6" g' 15'- 0" 12'- 3" 16'- g" 15'- 0" 13'- 8" 1 0' 14'-10" 11'- 7" 15'-11 " 14'- 3" '13'- 0" 11' 13'- 7" 11'- 1 " 15'- 2" 13'- 7" 12'- 4" 12' 13'- 0" 10'- 7" 14'- 6" 13'- 0" 11'-10" 13' 12'- 6" 10'- 2" 13'-11" 12'- 6" 11'- 5" 14' 11'- 7" 9'-10" 13'- 5" 11' - 7" 10'-11" 2"x 8"x 0.072"x 0.224" S.M.B. 7' 21 '- g" 17'- 9" 24'- 4" 21'- g" 19' -11" 8' 20'- 4" 16'- 7" 22'- g" 20'- 4" 18'- 7" g' 19'- 2" 15'- 8" 21'- 6" 19'- 2" 17'- 6" 10' 18'- 2" 14' -10" 20'- 4" 18'- 2" 16'- 7" 11' 17'- 4" 14'~ 2" 19'- 5" 17'- 4" 15' -10" 12' 16'- 7" 13'- 7" 18'- 7" 16'- 7" 15'- 2" 13' 16'- 0" 13'- 0" 1 7' -10" 16'- 0" 14'- 7" 14' lS'- S" 12'- 7" 17'- 2" lS'- S" 14'- 0" 2"x g"x 0_072"x 0.224" S.M.B, 7' 24'- 2" 19'- 9" 27'- 0" 24'- 2" 22'- 1" 8' 22'- 7" 18'- 6" 25'- 3" 22'- 7" 20'- 8" 9' 21' - 4" 17'- S" 23'-10" 21'- 4" 19'- 6" 10' 20'- 3" 16'- 6" 22'- 7" 20'- 3" 18'- 6" 11' 19'- 3" 15'- 9" 21'- 6" 19'- 3" 17'- 7" 12' 18'- 5" 15'- 1 " 20'- 8" 18'- 5" 16'-10" 13' 17'- 9" 14'- 6" 19'-10" 17'- g" 16'- 2" 14' 17'- 1 " 13' -11" 19'- 1 " 17'- 1 " 15'- 7" 2"x g"x 0.072"x 0.310" S.M.B. 7' 26'-11" 21'-11" 30'- 1 " 26'-11" 24'- 7" 8' 25'- 2" 20'- 6" 28'- 2" 25'- 2" 22'-11" g' 23'- g" 19'- 4" 26'- 6" 23'- 9" 21'- 8" 1 0' 22'- 6" 18'- 4" 25'- 2" 22'- 6" 20'- 6" 11 ' 21'- S" 17'- 6" 24'- 0" 21'- S" 19'- 7" 12' 20'- 6" 16'- g" 22'-11" 20'- 6" 18'- g" 13' 19'- g" 16'- 1 " 22'- 1 " 19'- 9" 18'- 0" 14' 19'- 0" 15'- 6" 21'- 3" 19'- 0" 17'- 4" 1. THE SM ALLER SPAN FROM THE L.L. OR THE WIND LOAD TABLE GOVERNS. : [1@W[]'@OD@@ ~c [;3@ODOD@nng ~) c@:c CIVIL ENGINEER AND DEVELOPMENT CONSUL.TANT P.O. BOX 4368 S. DAYTONA, FLORIDA 32121--4368 PHONE: (904) 767-4774 FAX, (904) 767-6556 @ COPYRIGHT, SECTION: 3 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. PAGE: ~~~~3 .~ -") -51-