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HomeMy WebLinkAbout95-5086 BUILDING PERMII- CITY OF ZEPHYRHILLS permit]l! (813) 788-6611 -;~508~i3 ?-?-7~- Date ~D BUILDING . t ~ ~ - 11 Property Owner: ;.. -.- '....e..t..~ Job Address: ~ "U I ~ ri./I. n r Parcell.D. # ~ ELECTRICAL PLUMBING MECHANICAL Sewer Conn Water Conn: Water Meter: T.I.F.'s: Zoning: Energy Code: Description of Work.. ~ A '" P' A'1. ~~ _ Radon Gas: 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 City License Registration # State Certified License# Permit Fee ~-.S. ":. v-U Signature ~ ~;fA /~ .P' .-P ~ .(' A ./ Company Address Telephone# Valuation or Contract Price !.-. <1 crt? c.:r-v rhA~ 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. t." J " i"=. 601 N2c,.JT ~ /lP r iY:>.. Li;0{L T ---r0 S . lltJcn...it J- --<()\J0 ~ a ~ 4) 9 ~ --C. CJ\ r- ?!, ~ .- r'l V\) j\'~ ~ ';t\ t , . O',~ ~f ~ l:~ 1;;- '"' I ~ - - - - - -~- - - - - - - - - - -- , - . I I I I I I I I \1\ ;\> I" 0 "\ "0 ? ~ ~ ., , II -- to P- P D- I I I I I T / (0 (1:>~ f ~. f.=-t cJ~ ~ l--t-- M IV -:VJ ~ D;e Il/G :T/v SO 17 6-P/(73'1 LJ2> Zfti-1;e_iull~1 jZl' c3.?~\t,L1 TO WHOM IT MAY CONCERN: Please be advised that ~\1Y) ~el ]t\er has 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 as f1< eSt ~e;N",( for J3Ahl2s R~ 13 fJ- h 12- !?)WY>1. ~ tI/cJ. Dc- this eX!?,h. day of JkN~ , 19s.L, by ~qS~ 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 SC~EEIN1ED ENClOSU~ES: SCREEN I ViNYL WAllS AND SlQ)UD COVER ~.. 2"x 6"x 0.050"x 5' 6' 7' 8' g' 10' 11 ' 12' 2"x 7"x 0.062"x 6' 7' 8' g' 10' 11 ' 12' 13' 14' 2"x 7"x 0.062"x 6' 7' 8' g' 10' 11 ' 12' 13' 14' 2"x 8"x 0.072"x 7' 8' g' 10' 11 ' 12' 13' 14' 2"x g"x 0.072"x 7' 8' g' 10' 11' 12' 13' 14' 2"x g"x 0.072"x 7' 8' g' 10' 11' 12' 13' 14' .~. I~ 0.120" S.M.B. 17' - 2" 14'=.-0"---19'=--'2"---17'--2"----15'..::.-8"------- 15'- 8" 12'- g" 17'- 6" 15'- 8" 14'- 3" 14'- 6" 11'-10" 16'- 2" 14'- 6" 13'- 3" 13'- 7" 11'- 1" 15'- 2" 13'- 7" 12'- 4" 12'- g" 10'- 5" 14'- 3" 12'- g" 11'- 8" 12'- 1" 9'-11" 13'- 7" 12'- 1" 11'- 1" 11'- 1" 9'- 5" 12'-11" 11'- 7" 10'- 6" 10'- 3" 9'- 0" 12'- 4" 10'- 3" 10'- 1" 0.120" S.M.B. ______________________________._________ 17'- 9" 14'- 6" 19'-11" 17'- g" 16'- 3" 16'- 6" 13'- 5" 18'- 5" 16'- 6" 15'- 0" 15'- 5" 12'- 7" 17'- 3" 15'- 5" 14'- 1" 14'- 6" 11'-10" 16'- 3" 14'- 6" 13'- 3" 13'- 9" 11'- 3" 15'- 5" 13'- 9" 12'- g" 13'- 1" 10'- g" 14'- 8" 13'- 1" 12'- 0" 12'- 7" 10'- 3" 14'- 1" 12'- 7" 11'- 6" 12'- 1" 9'-10" 13'- 6" 12'- 1" 11'- 0" 11'- 8" 9'- 6" 13'- 0" 11'- 8" 10'- 7" 0.135" S.M.B. ______________________________._________ 18'- 4" 15'- 0" 20'- 6" 18'- 4" 16'- 9" 17'- 0" 13'-11" 19'- 0" 17'- 0" 15'- 6" 15'-11" 13'- 0" 17'- 9" 15'-11" 14'- 6" 15'- 0" 12'- 3" 16'- 9" 15'- 0" 13'- 8" 14'-10" 11'- 7" 15'-11" 14'- 3" 13'- 0" 13'- 7" 11'- 1" 15'- 2" 13'- 7" 12'- 4" 13'- 0" 10'- 7" 14'- 6" 13'- 0" 11'-10" 12'- 6" 10'- 2" 13'-11" 12'- 6" 11'- 5" 11'- 7" 9'-10" 13'- 5" 11'- 7" 10'-11" 0.224" S.M.B. 21' - g" 177.=--9-..----2'4'=-4"---21'-=.-9;;----19-=-11"------- 20'- 4" 16'- 7" 22'- g" 20'- 4" 18'- 7" 19'- 2" 15'- 8" 21'- 6" 19'- 2" 17'- 6" 1 8' - 2" 1 4' -1 0" 2 0' - 4" 1 8' -- 2" 1 6' - 7" 17'- 4" 14'- 2" 19'- 5" 17'- 4" 15'-10" 16'- 7" 13'- 7" 18'- 7" 16'- 7" 15'- 2" 16'- 0" 13'- 0" 17'-10" 16'- 0" 14'- 7" 15'- 5" 12'- 7" 17'- 2" 15'- 5" 14'- 0" 0.224" S.M.B. 24' - 2" 1 9'=-9"---27'=--0"----2-4'.=--2-..----22'=:-1"------- 22'- 7" 18'- 6" 25'- 3" 22'- 7" 20'-. 8" 21'- 4" 17'- 5" 23'-10" 21'- 4" 19'- 6" 20'- 3" 16'- 6" 22'- 7" 20'- 3" 18'- 6" 19'- 3" 15'- 9" 21'- 6" 19'- 3" 17'- 7" 18'- 5" 15'- 1" 20'- 8" 18'- 5" 16'-10" 17'- g" 14'- 6" 19'-10" 17'- 9" 16'- 2" 17'- 1" 13'-11" 19'- 1" 17'- 1" 15'- 7" 0.310" S.M.B. 26' -11" 21'=-1i-;;----3tY=--r----2~=11"----24.-=--7"------- 25'- 2" 20'- 6" 28'- 2" 25'- 2" 22'--11" 23'- g" 19'- 4" 26'- 6" 23'- g" 21'- 8" 22'- 6" 18'- 4" 25'- 2" 22'- 6" 20'- 6" 21'- 5" 17'- 6" 24'- 0" 21'- 5" 19'- 7" 20'- 6" 16'- 9" 22'-11" 20'- 6" 18'- g" 19'- 9" 16'- 1" 22'- 1" 19'- g" 18'- 0" 19'- 0" 15'- 6" 21'- 3" 19'- 0" 17'- 4" [1@W[]'@(f[)@@ 80 rn@(f[)(f[)@~~g (Po[~o CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P.O. BOX 4369 S. DAYTONA, FLORIDA 32121-4368 PHONE: (904) 767-4774 FAX: (904) 767-6556 SECTION: 2 @ COPYRIGHT, 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. PAGE: ~O=~2 -33- SC~EE~ED ENCLOSURES: SCREEN I V~NVl WALLS AND SOUD COVER TABLE 1 : MAXIMUM SPANS FOR STANDARD ALUMINUM ROOF PAN ELS OF 310S H-14 OR H-2S ALLOY WIND LOADS: CARPORTS, SCREEN ROOMS, AND OTHER OPEN BUILDINGS O.H. CONDITION NO O. H. l' 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'- S" 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'- 5" 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'- 5" 13'- 2" 120 MPH W. L. 10'- 8" 10' -11" 11'- 5" '12'- 3" 3"x - 0.032" 100 MPH W. L. lS'- 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" 8'- 1 " 20 #/SF L. L. 7'- 3" --- 30 #/SF L. L. S'- g" 6'- 1 " 7'- 0" --- 1-1/4"x_0.032" 20 #/SF L. L. 8'- 3" 8'- '6" g'- 2" --- 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. 1S'- 1 " lS'- 2" 15'- 7" 16'- 2" 30 #/SF L. L. 12'- 3" 12'- 5" 12'-11 " 1.3'- 8" 1 . TOTAL ROOF PANEL WIDTH = ROOM WIDTH PLUS WALL WIDTH F)LUS OVERHANG. 2. THE SMALLEST VALUE OF THE WIND LOAD TABLE OR THE L.L. TABLE GOVERNS. r ('- [b@WO"@[j[)@@ @:o [;3@[j[)[j[)@titig ~o@:o CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P.O. BOX 4369 S. DAYTONA. FLORIDA 32121-4368 PHONE: (904) 767-4774 FAX: (904) 767-6556 f"""' @ COPYRIGHT, 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. SECTION: 2 PAGE: 1~~2 -30- GLASS ~OlOlMS: SOlliD WALLS AND COlVER '~ TABLE 3: MAXIMUM HEIGHT OF UPRIGHTS FOR SCREEN AND GLASS ROOMS EXTRUSTIONS 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" " g'- 2" 8'- 6" 7'-11 " 7'- 6" 7'- 1 " 6'- g" I 2"x 2"x 0.050" 10'- 2" g'- 5" 8'-10" 8'- 2" 7'-11 " 7'- 6" }'- 2" 6'-11" . , 2"x 2"x 0.093" 12'-10" 11'-11" 11'- 1 " 10'- 6" g' -11" 9'- 6" 9'.- 1 " 8'- 8" 3"x 2"x 0.050" 10'- 8" g' -11" g'- 3" 8'- g" 8'- 3" 7'-11 " 71- 6" 7'- 3" 2"x 3"x 0.050" 12'-10" 11'-11" 11'- 1 " 10'- 6" g' -11" g'- 6" 9'.- 1 " 8'- 8" 3"x 2"x 0.070" 13'- 8" 12'- 8" 11'-10" 11 '- 2" 10'- 6" 10'- 1 " g'- 8" g'- 3" NOTES: GLASS ROOMS THE ADDITION OF AN ALUMINUM FRAME Wlt~DOWS 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. ) --- [b@W[]'@OD@@ [go m@Oi)Oi)@~~g [PO[gO CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P.O. BOX 4369 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: 5 PAGE: ~O~~~ -83- GLASS IROOMS: SOLID WALLS AND (cOVER ,"'\ TABLE 2: MAX. ROOF BEAM SPANS FOR SCREEN & GLASS ROOMS, UTILITY ROOMS, SHEDS AND OTHER ENCLOSED STRUCTURES W/ SOLID ROOFS ALUMINUM BEAMS OF 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. = g' LOAD WITH = g'; L.L. @ 22#/SF BEAM SPAN = 4'- 4" BEAM SIZE BEAM SPAN FOR DESIGN A TED LOADS BEAM LIVE LOADWIND LOAD LOAD WIDTH 22#/SF 32#/SF 100 MPH 110 MPH 120 MPH 2"x 2"xO.044" EXTRUSION 5' 5'-10" 4'- g" 4'-10" 4'- 5" 4'-- 1" 6' 5'- 4" 4'- 4" 4'- 5" 4'- 0" 3'- g" 7' 4'-11" 4'- 0". 4'- 1 " 3'- g" 3' -- 5" 8' 4'- 7" 3'- g" 3'-10" 3'- 6" 3'- 2" g' 4'- 4" 3'- 6" 3'- 7" 3'- 3" 3'- 0" 10' 4'- 1 " 3'- 4" 3'- 5" 3'- 1 " 2'--10" 11 ' 3'-11" 3'- 2" 3'- 3" 2'-11 " 2'- g" 2"x 2"x 0.050" EXTRUSION 5' 6'- 1 " 5'- 0" 5'- 1 " 4'- 7" 4'-- 3" 6' 5'- 7" 4'- 6" 4'- 7" 4'- 2" 3'-11 " 7' 5'- 2" 4'- 2" 4'- 3" 3'-11" 3'.- 7" 8' 4'-10" 3'-11 " 4'- 0" 3'- 7" 3'-- 4". g' EXAMPLE 4'- 6" 3'- 8" 3'- g" 3'- 5" 3'- 2" 1 0' 4'- 4" 3'- 6" 3'- 7" 3'- 3" 3'- 0" ~, 11' 4'- 1 " 3'- 4" 3'- 5" 3'- 1 " 2'--10" I 2"x 2"x 0.093 EXT OR 2"x 3"xO.050" TILT BEAM OR 2"x 3"xO.050" EXTRUSION 5' 8'- 0" 6'- 6" 6'- 8" 6'- 0" 5'- 7" 6' 7'- 4" 5' -11" 6'- 1 " 5'- 6" 5'-- 1 " 7' 6'- g" 5'- 6" 5'- 7" 5'- 1 " 4'- 8" 8' 6'- 4" 5'- 2" 5'- 3" 4'- g" 4'- 5" g' 5'-11" 4'-10" 4'-11 " 4'- 6" 4'-- 1 " 10' 5'- 8" 4'- 7" 4'- 8" 4'- 3" 3'-11" 11' 5'- 5" 4'- 4" 4'- 5" 4'- 0" 3'-10" 3"x 2"x 0.050" EXTRUSION 5' 7'- 5" 6'- 1 " 6'- 2" 5'- 7" 5'- 2" 6' 6'- g" 5'- 6" 5'- 7" 5'- 1 " 4'- g" 7' 6'- 3" 5'- 1 " 5'- 2" 4'- g" 4'- 4" 8' 5'-10" 4'- g" 4'-10" 4'- 5" 4'- 1 " g' 5'- 6" 4'- 6" 4'- 7" 4'- 2" 3'-10" 10' 5'- 3" 4'- 3" 4'- 4" 3' -11" 3'.- 8" 11 ' 5'- 0" 4'- 1 " 4'- 2" 3'- g" 3'.- 6" .. ...... ~ [1,~W[f'@[]j)@@ @:o [;3@[ii)[]j)@{1{1g lPo@:o CIVIL ENGINEER AND DEVELOPMENT CONSULTANT 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: 5 PAGE: 9Sl~~~ -81- .' GLASS ~OOMS: SOLID WALLS AND COVER ,---..... FASTENED DETERMINED BASED ON CONSTRUCTION OF HOST STRUCTURE HOST STRUCTURE OR FASCIA PAN OR COMPOSITE PANELS. USE CORROSION RESISTIVE SCREWS. PANS ANCHORED W/ #1 OX1 /2" @ 3/PAN INTO RECEIVING CHANNEL AND 1 #1 Ox1 /2" @ RIDGE CAP CONNECTION TO RECEIVING CHANNEL. COMPOSITE PANELS 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 GLASS ROOM S 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" 0.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 DOUBLE ANCHORS ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MIN 1--1/4" WASHERS OR SHALL BE WASHER HEADED SCREWS. LOAD CONDITIONS WIND VELOCITY LOADS DEAD + LIVE LOADS [1@wO"@O'O@@ ~o []3@O'OO'O@~~g ~o~o CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P.O. BOX 4369 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: 5 PAGE: ~Sl~~~ -n- SCREENED ENCLOSURES: SCREEN I VINVl WAllS AND S~)lID COVER 2"x_~_ BEAM SEE TABLE 4 OVERHANG VARIES 4- 2' -0" MAX. "w" 3 1 /2" SLAB ON GRADE OR RAISED FOOTING MAX. UPRIGHT 1 "x 2" LENGTH VARIES NO MAX. ELEV. SLAB OR ON GRADE .r- -1 * "H" J TYPICAL GLASS ROOM WITH SOLID ROOF. TYPICAL FRONT VIEW FRAMING * (HEIGHT OF UPRIGHT IS MEASURED FROM TOP' OF 1"x2" PLATE TO BOTTOM OF WALL BEAM) W/2 W/2 O.H. ALUMINUM PANEL COVER ________ 2"x_3_ BEAM AND COLUMNS MAX. COLUMNS, SPACING SEE TABLES ~ =f-J 1 "x2"xO.040" "w" VARIES ~ Scree"" TYPICAL ~~ ROOM W 0:::: :::J f- U :::J 0:::: f- U1 Cl z i= U1 x w ~ / 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 Wj'2 OR W/2+0.H. 4. "w" IS CLEAR DISTANCE FROM HOST STRUCTURE TO FRONT WALL BEAM [b@WI]'@Ui)@@ @;o m@Ui)Ui)@1J1Jg lPo@;o CIVIL ENGINEER AND DEVELOPMENT CONSUL TAN1 P.O. BOX 4369 S. DA nONA, 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. -72- ,r--.. '"' SECTION: 2: PAGE: ~=~~ I , t ~ , , i , A ~ ,. , . () Q.) - ~ ~ " ~ ..c. ~ ~ 0\ ~ ~ ~ I"') - ! (i , c:: (U 3 ;J I I. .. .--- ..-- '"..; r ... : -;:: I -- X- .- -.~ '>( ... ~ .... " ... -;K"; " ~ "'=\),1... I "'X. - j 0 . , .' !H- ,. ;, " I ,~ .1..... ~~ , , ~ I i . .' . , .,. ;~: .'~.': ~:( ~'.' :..',.. : .10..' I ~~. ~ . ; :; . i "'. .f ...... I :: i........ , .. tt." ~ .1::+:,.. .. '. "j".~'.. . -.-... -. f:"'"' . ....,...!W'.. .. . . . . . .. T .' .. ~ -I ~ 1 I . t{)? o .,. f~ ..::> ; .;1' ,l~ ~I ~u, . II. :'!. i!~j ... , ., .. ........ ........ . ...... . .... . .... - .' I , I ~ I r- A +: + ~ \. . ;;"". I -1 I t 7r:J -- ~ CJ\ - ~ (b I -i ZEPHYRHILLS FIRE DEPT Zephyrhills Florida 33540 (813) 782-8184 FIRE CODE INSPECTION Business Name If "./.' ;//'~ Classification Address , " {'.". /) .... J'. /:/ , , Owner/Manager '},/ ',,\ ,,:~ ("t ,/~ r"~' ~:: Business Phone ,/ Emergency Contact Phone ~; r; ),. - 6>:' r,"',/, Occupancy Load Alarm Monitoring Co. Phone # o QUARTERLY o ~.~ A~PROVED 0 NOT APPROVED o COMMERCIAL CHECK TYPE OF /~ FINAL RE-INSPECTION 0 OTHER INSPECTION CONDUCTED o ANNUAL OBI-ANNUAL Listed below are items which must be complied with before this occupancy can be approved by the Fire Department. o CODE VIOLATIONS This inspection report specifies code violation(s) which if not corrected could cause a fire, contribute to the spread of fire, or prevent safe egress during a fire. Your immediate attention to the correction of these violations shall be required, as failure to do so is a violation of the city of Zephyrhills Fire Prevention Code. I , /' ~. ; " , -' Inspect. Date Inspect. Time , ,.: . Fire Dept. ID # .': ,/. ,/ Inspecto~ Name 'J / I ./ /" .//f (/1, I: "',"r! // /' .//,.',. t... .. Title " / ~ This building has been checke~'by the Zephyrhills Fire Dept. under the codes & regulations of the NFPA minimum standards, the State Fire Marshall's Uniform Fire Safety rules and other local fire safety codes. While Copy . File Yellow Copy . Bid. [)apt. PInk Copy . Business i j ., . ,/ " / Re-Inspect. Date I , .I .} Ii .... /" ,,:~... << Owner/Manager Signature