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Home My WebLink About97-6430 BUILDING PERMIT N! Permit CITY OF ZEPHYRHILLS (813) 788-6611 6430 (5 d-..5: vJ Date / ---3/ - 7 7 C::L~ PmpertyOwne" 2t(4:~~I!..<~~ Job Address: b / d..... ~ Parcell.D. # ;l-~ t -d.j.. 00 d.-O- 0 c?d 0 ZJ - 0 C) / cJ _ R:don Gas~~ -""/.f-~ ~ ~ ELECTRICAL PLUMBING MECHANICAL Sewer Conn Water Conn: Water Meter: T.I.F.'s: Zoning: , Ene~: (;,~~ ~ Description of Work NO OCCUPANCY BEFORE C.O. FINAL J/S- /ql DATE Complete Plans, Specifications and Fee Must Accompany Application. C.O. All work shall be performed in accordance with City Codes and Ordinances. DATE Inspector (lo6 Permit Fee Signature Company Address Telephone# .j~~ Valuation or Contract Price ~ ;;L3 Qr 0-0 City License Registration # ;l '7/ State Certified License# 9"/\ a6~ BUILDING ELECTRICAL PLUMBING MECHANICAL Tp. Servo Rough In Meter Can Const. Pole Pool Pre-Meter Final Ftr. Pre SLB Lintel FRM. Insul. CL WL 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 6n 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 --7r;. . 1- d- g- OWNER'S wAKLJQ.Jj /aY'r) ~bsf-e V' lR /5 ~ Qq\L. j'o\ PHONE i 13) - :51;)? JOB ADDRESS c_~ mea 5+- PC;yl Mlt OWRER'S ADDRESS LEGAL DESCRIPTION: LOT(S) PARCEL I.D.' t/ -df.,- ~I- 00;10 -C0300 BLOCK SUBDIVISION WORK PROPOSED:_New Construction _Alteration ~epair _Install PROPOSED USE: _Sign ~ngle Fully ----"ove ____DeIIOlish _KIF _' of Units _K/H _ec-ercial ____Indust. ____Swia. Pool ___Other ~estaurant & Health Departaent Approval DBSCRIPnOll OF llORI:: Ca.\' ~<oy-+ - (14:5""\1"'5 CD"CV~) BUILDING SIZE: ~ . ~f)..o Square Feet, X ' Height RESlDERTIAL: COMKERClAL : 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. $ I ;)3;}.~ PERMITS REOUESTED v{'UILDING Valuation of Total Construction _ELECTRICAL AIIP Service Florida Power Corp. W.R.E.C. . ;4 -'lEaIAlIICAL $ Valuation of Mechanical Installation _PLUKBING GAS ROOFING SPECIALTY TYPE OF CORSTRUcnON: _Block ____Fralle _Steel Other PI1II.SBED FLOOR ELEVAUORS: FT. IS PROJEGT IN FLOOD ZONE AREA? YES NO .......................................... Signature 1t CORnA=~~ ~ ..... State Cert or Regist. . '*1;1<; City License Registration' ....17 I .......................................... .. BMl.DER ..:. "1 tt, 'Rl.RCTRICIAN COMPANY State Cert. or Regist. . SiDnAture City License Registration' ........................**................ PLUIIBER COHPA!-l State t ,-to or Regist. . Signature City Lh~'"1se Registration' .........................~"............... MECHANICAL COMPANY_. _ State C, t. or Regist. , Sigoature City Li.c'nse Registration' .......................................... OTRRR COMPANY State Cert. or Regist. , Signature City License Registration , .......................................... APPLICATION APPROVED BY PERKIT OFFICER. 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"TASL-E4 continued 3"x 3"xO.040" ROLL FORM. 10'-0" 2,381 132 108 99 74 43 11'-8" 1 ,786 99 81 74 56 33 13'-4" 1 ,389 77 63 58 43 25 15'-0" 1,042 58 47 43 33 19 3"x 3"xO.060" ROLL FORM. 11'-0" 3,600 200 164 150 113 65 12'-10" 2,700 150 123 113 84 50 14'-8" 2,100 117 95 88 66 38 16'-6" 1,575 88 73 66 32 29 3"x 3"xO.060" SCALLOPED OR FLUTED EXTRUSION 6063 T-6 ALLOY 11 ' -1 0" 3,408 189 155 142 107 62 13'-10" 2,556 142 116 107 80 46 15'-1 A" 1,988 106 87 80 62 35 17'-10" 1,491 83 68 62 47 27 3"x 3"x O.90"TUBE EXTRUSION 6063 T-6 ALLOY 11 ' -1 A" 5,184 288 236 216 162 94 13'-10" 3,888 216 177 162 122 71 15'-10" 3,024 168 137 126 95 55 17'-10" 2,268 126 103 95 71 41 3"x 3"x 0.125"TUBE EXTRUSION 6063 T-6 ALLOY 13'-9" 6,912 384 314 288 216 126 16'-1" 5,184 288 236 216 162 94 18'-4" 4,032 224 183 168 126 73 20'-7" 3,024 168 137 126 95 55 4"x 4"x 0.125"TUBE EXTRUSION 6063 T-6 ALLOY 15'-9" 9,312 517 423 388 291 169 18'-5" 6,984 388 317 291 218 127 21'-0" 5,432 302 247 226 170 99 23'-8" 4,074 226 185 170 127 74 · ALL(J{ 3105 H16 1. THE SMALLER ROOF AREA OF LIVE + DEAD LOAD AND WIND LOAD SHALL GOVERN. TABLE 5 ISOLATED FOOTINGS MAXIMUM ROOF AREA IN SF FOR CARPORT POST WI ISOLATED FOOTING U L LOA FOR BELOW LISTED WIND VELOCITY P 1FT DS FOOTING TYPE & SIZE 100 MPH 110 MPH 120 MPH POURED CONCRETE 1'-0"X 1'.0"X 1'-0" 29 25 21 l'-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'-Q"X 2'-0"X 2'-0" 346 288 257 2'.6"X 2'-6"X 2'-6" 463 386 331 PRE-CAST SLAB WI 80' SACK-CRETE & BACKFILL OVER SLAB 1'-4"X 1 '-4"X 2'-4" 117 97 56 LAWRENCE E. BENNETT, P.E. CIVll.. ENGINEER & DEVELOPMENT CONSULTANT 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 FJ\RTWITHOUT WRITIEN PERMISSION FROM LAWRENCE E. BENNETI. P.E. 3 52 A1:YACHED ALUMINUM COVERS TABLE 2 MAX. ROOF BEAM SPANS FOR CARPORTS, SCREEN & VINYL ROOMS AND OTHER OPEN STRUCTURES WI SOLID ROOFS 6063 T-6 ALLOY EXAMPLE: FOR SPAN "!.:' 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 2"x 3"xO.050"TILT BEAM OR 2"x 3"xO.050"EXTRUSION 5 '8'-1". 6'-7" 9'-0" 6 '7'-4" 6'-0" 8'-3" 7' 6'-10" 5'-6" 7'-6" 8 6'-5" 5'-2" 7'-2" 9' 6'-0" 4'-11" 6'-9" 10' 5'-8" 4'-8" 6'-5" 11' 5'-5" 4'-5" 6'-1" 12' 5'-2" 4'-3" 5'-10" 2"x 4"x 0.050"x TILT BEAM 5' 9'-9" 6' 8'-11" 7' 8'-3" 8' 7'-9" 9' 7'-3" 10' 6'-11" 11' 6'-7" 12' 6'-3" 2"x 4"x O.044"x 0.120" S.M.B. . 5' 12'-10" 6' 11'-8" 7' 10'-10" 8' 10'-1" 9' 9'-6" 10' 9'-1" 11' 8'-8" 12' 8'-3" 2"x S"x 0.050"x 0.120" S.M.B. 5' 15'-2" 6' 13'.10" 7' 12'-10" 8' 12'-0" 9' 11'-3" 10' 10'-8" 11' 10'-3" 12' 9'-9" 2"x 6"x 0.050"x 0.120" S.M.B. 5' 17'-2" 6' 15'-8" 7' 14'-6" 8' 13'-7" 9' 12'-9" 10' 12'-1" 11' 11'-1" 12' 10'-3" EXAMPLE 8'-0" 7'-3" 6'-9" 6'-3" 5' -11" 5'-7" 5'-4" 5'-0" 10'-5" 9'-6" 8' -10" 8'-3" 7'-9" 7'-5" 7'-0" 6'-9" 12'-4" 11'-3" 10'-5" 9'-9" 9'-2" 8'-9" 8'-4" '8'-8" 14'-0" 12'-9" 11'-10" 11'-1" 10'-5" 9' -11" 9'-5" 9'-0" 10'-11" 10'-0" 9'-3" 8'-8" 8'-1" 7'-9" 7'-4" 7'-0" 14'-4" 13'-1" 12'-1" 11'-4" 10'-8" 10'-1" 9'-8" 9'-3" 16'-11" 15'-6" 14'-4" 13'-5" 12'-8" 12'-0" 11'-5" 10'-11" 19'-2" 17'-6" 16'-2" 15'-2" 14'-3" 13'-7" 12'-11" 12'-4" 8'-1" 7'-4" 6' -10" 6'-5" 6'-0" 5'-8" 5'-5" 5'-2" 9'-9" 8' -11" 8'-3" 7'-9" 7'-3" 6' -11' 6'-7" 6'-3" 12'-10" 11'-8" 1 0' -1 0" 10'-1" 9'-6" 9'-1" 8'-8" 8'-3" 15'-2" 13'-10" 12'-10" 12'-0" 11'-3" 1 0'-8" 10'-3" 9'-9" 17'-2" 15'-8" 14'-6" 13'-7" 12'-9" 12'-1" 11'-7" 10'-3" 120 MPH 7'-5" 6'-9" 6'-3" 5' -10" 5'-6" 5'-2" 5'-0" 4'-9" 8' -11" 8'-1" 7'-6" 7'-0" 6'-8" 6'-3" 6'-0" 5'-9" 11'-3" 10'-8" 9' -11" 9'-3" 8'-8" 8'-3" 6'-10" 7'-6" 13'-10" 12'-8" 11'-8" 10'-11" 10'-4" 9'-9" 9'-4" 8' -11" 15'-8" 14'-3" 13'-3" 12'-4" 11'-8" 11 '-1" 10'-6" 10'-1" LAWRENCE E. BENNETT, P.E. CIVIL ENGINEER & DEVELOPMENT CONSULTANT P. O. BoX 4368 SOUTH DAYTONA, Fl 32121 PHONE 1 (904) 767-4774 FAX /I 1 (904) 767-6556 C COPYRIGHT, 1996 NOT To BE REPRODUCED IN WHOLE OR IN A&,RT WITHOUT WRITTEN PERMISSioN FRoM LAWRENCE E. BENNETT, P.E. 3 49 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. 1'0. H. 2'0. H. 3'0. 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. 110 MPH W. L. 120 MPH W. L. T-2" 6'-5" 5'-10" S'-5" T-6" 6'-10" T-S" 6'-S" 6'-1" S'-g" T -1 0" T-1" 11'-5" 10'-3" 9'-6" 13'-2" 12'-0" 11'-0" LIVE LOAD: ALL BUILDING TYPES O.H. CONDITION NO O. H. 1-1/4"x 0.026" 20 #/SF L. L. T-O" 30 #/SF L. L. 5'-9" 1-1/4"x 0.032" 20 #/SF L. L. S'-3" 30 #/SF L. L. 6'-9" 1-314"x 0.026" 20 #/SF L. L. T-4" 30 #/SF L. L. 6'-0" 1-314"x 0.032" 20 #/SF L. L. S'-7" 30 #/SF L. L. T-O" 3"x 0.026" 20 #/SF L. L. 11'-10" . 30 #/SF L. L. 9'-4" 3"x 0.032" 20 #/SF L. L. 13'-4" 30 #/SF L. L. 10'-6" T-S" S'-2" 6'-S" T-6" 6'-2" T-1" S'-S" 9'-3" T-9" S'-6" T-1" T-11" T-7" S'-S" 6'-11" T-9" 6'-4" T-3" g'-O" g'-7" S'-1" S'-g" T -5" S'-2" 11'-6" 11'-9" 10'-5" 10'-9" g'-S" 10'-1" 13'-4" 13'-7" 12'-1" 12'-5" 11'-1" 11'-S" 1'0. H. 2'0.H. T-3" S'-1" 6'-1" T -0" S'-6" 9'-2" T-O" T -1 0" T-7" S'-4" 6'-4" T-11" S'-10" 9'-6" T-4" S'-1" 12'-0" 12'-5" 9'-6" 9'-11" 13'-6" 13'-11" 10'-S" 11'-1" 12'-3" 11'-4" 10'-7" 14'-0" 12'-10" 11'-10" 3'0.H. 13'-2" 10'-S" 14'-S" 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. CIVIL ENGINEER & DEVELOPMENT CONSUITANT P. O. BOX 4368 SOUTH DAYTONA, FL 32121 PHONE 1 (904) 767.4774 FAX" 1 (904) 767-6556 ') v C COPYRIGHT, 1996 NOT TO BE REPRODUCED IN WHOLE OR IN R>.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. 46 ATTACHED ALUMINUM COVERS ~ SEALANT 3" HEADER EXTRUSION #8 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 #10 X 3/4" S.M.S. OR WOOD SCREW SPACED AT 12" O.C. 3" ROOF PANEL EXISTING FASCIA SEALANT ~ 3" HEADER EXTRUSION ~ ~ #8 x 9/16" TEK SPACED AT ~ ~ 8" 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 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 CONNECTION REQUIREMENTS LOAD CONDITIONS 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 1. CONCRETE 1/ 4"x1-1 /S" CONCRETE SCREWS 2. WOOD FRAME 1 /4" x2" LAG SCREWS @ 12" 22#/SF 32 #/SF 57#/SF @ 12" O.C.----->2 @ l' O.c. O.C.--------->2 @ l' O.C. SPLICE TO BE LOCATED 1/4 TO 1/3 BEAM SPAN AND STAGGERED EACH SIDE OF SELF MA TING BEAM 1~ d-.50" ----t~ d-.50" ---{ 1" MAX. .75 + + + + + + + + DENOTES SC EW PATTERN NOT NUMBER OF SCREWS .75" ~- ~- + + + + + + + + ~-l :0 J d = HEIGHT OF BEAM BEAM SPLICE SHALL BE MIN. OF d-.50" HEIGHT AND 2 (d-.50") IN LENGTH MIN. SCREWS PER SPLICE TOTAL / SIDE OF SPLICE 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 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. BENNETT, P.E. CIVR.. ENGINEER &: DEVELOPMENT CONSUlTANT P. O. BOX 4368 SOUTH DAYTONA, FL 32121 PHONE 1 (904) 767-4774 FAX 111 (904) 767-6556 C COPYRIGHT, 1996 NOT TO BE REPRODUCED IN WHOLE OR IN A&.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. 44 ATtACHED ALUMINUM COVERS DO NOT BLOCK FIRE EXIT WINDOW / OVERHANG VARIES UTILITY SHED ~ w i" a:: 2" x __ FRONT WALL BEAM :::J / SELECT 'L' FROM TABLE 2 I- U :::J a:: USE 'L' = W /2 + O.H. I- Ul I- Ul O. I ---.------ "W" VARIES u__. c.:> z ;::: Ul x I w Ul 3"x3" FLUTED POST MAX. HGT. -' w / 12'-0. FOR 120 MPH VELOCITY I fi: SEE TABLE <{ > I SINGLE CARPORT . LAWRENCE E. BENNETT, P.E. CIVIL ENGINEER & DEVELOPMENT CONSUU'ANT P. O. BOX 4368 SOUTH DAYTONA, FL 32121 PHON, I (904) 767-4774 FAX # 1 (904) 767-6556 II:> COPYRIGHT, 1996 I 3 NOT TO BE REPRODUCED IN WHOLE OR IN ~RT WITHOUT WRIITEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. pi1UI 39 :" ,;t .. f't'i' 'I:" :' I " ' :;::. ,. ;~:: :::' : ' !(' .".- ~J , I:: .l' ! I ' I !; , ~ l!iJ[.,< ,~,1': , r , : ~ ~ .:.1 .( ,- , >. I f ~ , " II " j' ~ t ' .if q " II' , :.,' " :1 I j,; ,."1 " I 1~' !,: !" , , ,. ft:. AI" r~:rl \....--' .. r- .. ,- Jk i2 r . r T r IX r , DlJ..f..t, Fb. ns - - -, ... J ~, 'X Lj J:) ,....,....,...... Jrl F I " UJ ;x; : ~ ( W I ~ ~ . W I I~ ~ l .. I 1 ~o - ~' . ~hdc ~per ~lnet 4--' 0{ ~"-I -nH- B eqt\') IN /;;. . I}// K 3 Y;l'( r?v rt~ J ~ ~ "t ~ J: ,~ ():) C' - -t- _V1 R l.U ~ 3)(3 p~+ C:2~I~ lb fer 'E':J"/leer: ~ Andor ~ fer ~lt'\e~'~) I - 1t-.5 BeY' /0 I 7 .. ". .. " . ' FROM: JAR ALUMINUM 40030 Lynbrook Drive Zephyrhills, FL 33540 (813) 782-4594 Proposal/Contract /... ", '_ /:.() 2., 00- 0 CJ I 6 2- 2- If" '--" 2. (- C {j L- ()-- '- J tJ~ Submitted to l~ ~ to y tL.--7[ 'V 97 NAME ~ PHONE DATE !JJ I 52--- ~ (( ~V^ ? [? 2- S') 2 '( ADDRESS CITY STATE ZIP We hereby propose to furnish all the materials and perform all the necessary for the completion of: ~~7 r ~J--, "7 t/ '-.. .) All material is guaranteed to be as specified, and the above work to be performed in accordance with the drawings and specifications submitted for above work and completed in a substantial workmanlike manner for the sum of Dollars ($ ). /2. s2,uu , with payments to be made as follows: Any alteration or deviation from above specifications involving extra costs, will be executed only upon written orders, and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry fire, tornado and other necessary insurance upon above work. Workmen',s Compensation and Public liability Insurance on above work to be taken out by Respectfully submitted Per Note - This proposal may be withdrawn by us if not accepted within days ACCEPTANCE OF PROPOSAUCONTRACT The above price~, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. Dat.. Signature /' / Accepted s;gaQ,IJid; OWNER I I CITY OF ZKPHYRBILLS BUILDING DKPAR'IMKN'r WI) 1C\YV1 Weh~v 0\5;), CQVr1l'"n :si- '-- Q,}.'s/de ytUt f~\rr- 0& -CJf., - J..l - fJo')o- D03CO - DOLO JOB LOCATION PARCEL LD.' # SHOW ALL EXISTIHG & PROPOSED STRUCTURES GIVING DIMENSIONS & SETBACKS. J.(O' .... Cl I - {O ---1 ALLEYWAY ACCESS FOR GARAGE OR CARPORT - 15 FOOT SETBACK REQUIRED. '..u ~/6n~ t-oOtY1 ~ .J. I ~(.?H~ Hotr\ t ~ V'O~e& ~YfDri ( p,.iiil"5\ t\i-oVlCV dJ -7'-) 3(i 6~1 Mr'tlN'\t\\,i , . Ct~G M: ~t''4.Y1'r~J 6~(-c~ UTILITY BUILDINGS MUST SHOW SIZE & FOUNDATION INFOR- MATION. 1)-' FRONT PROPERT I. LINE (NOTE EXAMPLES 1 & 2) STREET Ctf (Iq et) 1. SETBACKS FOR R1, R2 ZONING 60' 2. SETBACKS FOR R3 ZONING 60' la' P E- R X 0 I 10' P S la' 0 T S I E N D G 20' 1 0' la' la' EXISTING la' PROPOSED 20'SGL FAM 30 ' DUPLEX 1 0' FRONT PROPERTY LINE FRONT PROPERTY LINE