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Home My WebLink About97-6773 BUILDING PERMIT CITY OF ZEPHYRHILLS (813) 788-6611 Permit N! 6773/3 ~o, "'~ 0C~~~I~ ~;1f ~ Property Owner: ~. <l JobAddress:L~9 5~--- In ' /~ Parcell.D. # /3 '-;).6... .J-J - t) I~o - 0 0 Doo- 0 c) ~ 0 Zoning:~J1Energy Code: Radon Gas: . /J ~ Description of Work ~ l~./.AtLl ~~(~~ ~~ Date 6 -6 -9 ? d... 0 r c:ru , .....- ---j ClliCTRIC~ PLUMBING MECHANICAL Sewer Conn Water Conn: Water Meter: T.I.F.'s: NO OCCUPANCY BEFORE C.O. FINAL J 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 Permit Fe"#i~ SignaMe - . - ':Y1 Compan/. _ _ Address Telephone# 7f1~ "'/~/(, Valuation or Contract Price t ~60., v-v City License Registration # i?~e c~~ ',Jj'!:~ ~ {lR'~-'tl /b Y'~~A BUILDING ELECTRICAL PLUMBING MECHANICAL 1/11/97 &t. '1- \1, ~1 ((~ Breakers Ducts Insl. Compressor Final Tp. Servo Rough In Meter Can Const. Pole Pool Pre-Meter Final SLB Tub Set Water Sewer Final P.pe .l" f'-" f Ftr. Pre SLB Lintel FRM. Insul. CL WL 1 h/~ 7 t3cj 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 PERMIT CITY OF ZEPHYRHILlS BUILDING DEPARTMENT OWNER I S NAKE let? I OWNER I S ADDRESS J 9 7 J~ . ,s~ /J.!0J1 / /f1~~?e>od:? PHONE ::phy. $>'6 /-::> c~ v JOB ADDRESS ..f' ~ &,., LEGAL DESCRIPTION: LOT(S) ? BLOCIL--SDBDIVISION /J12:~6a/C7o/ PARCEL 1.D.' ;J.;26 2./ /J/~ 00000 uo70 (OBTAIN FROM PROPERTY TAX NOTICE) WORK PROPOSED:..L..New Construction _Addition --Alteration _Repair _Install _Sign ---.JIove _Deaolish nOPOSED~E: _SiqleF~i~ _KIF _' of Units _K/H _Swia. Pool ~Other/c_t>2 ~6 _eo..ercial _Indust. _Restaurant &: Health Departaent Approval DESCRIPTION OF WORK: J2,~ /Y~.J? /%r:?c:::::? ~/k.. BUILDING SIZE: ..)2 x)/--. /o'7.J Square Feet. rr'/ Height d-/-/c/ ~~r RESIDENTIAL: COMMERCIAL : ATTACH (2) PLOT PLANS &: (2) SETS OF BUILDING PLANS &: (1) SET ENERGY FORMS. ATTACH (3) SETS OF BUILDING PLANS &: (1) SET ENERGY FORKS. nOPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. .8 en> . ,2c;O'O PERMITS REOUESTED ~BUILDING $ Valuation of Total Construction _ELECTRICAL AMP Service Florida Power Corp. W.R.E.C. -1IECIfAI[[CAL $ Valuation of Mechanical Insta11ation _PLUMBING GAS ROOFING SPECIALTY ~~-1,. Other TYPE OF CONSTRUCTION: _Block _Fraae _Steel FIliISHED FLOOR ELEVATIONS: Yl' . IS PROJEcr IN FLOOD ZONE AREA., ****************************************** YES NO CONTRAcrOR SECTION BUTI.DER COKPANY State Cert. or Regist. , City License Registration , *** ************************************** ~ 14 Q>>W~ ~ State Cert. or Regist. , - .. 't:l#lM ' ;>r\, City License Registration . ** *************************************** PLUMBER COMPANY State Cert. or Regist. , City License Registration , ****************************************** Signature MECHANICAL COMPANY State Cert. or Regist. , City License Registration , ****************************************** I, ~ COMPANY ~~ ' State Cert. or Regist. ,,p(f.?7tZJpf-/ City License Registration' Ax /~{l-t./ ****************************************** Signature =tu~-~<1t APPLICATION APnOVED BY PERMIT OFFICER. .~1'I."I.ltM 1:;' Il r llo.noJl-n CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS The undersigned understands that this perlit lay be subject Lo "deed restrictions" which aay be lOre restrictive than City regulations. The undersigned assUles 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 lay be cited for a lisde.eanor violation under state law. If the owner or intended contractor are uncertain as to wbat licensing requireaents lay apply for the inLended work, they are advised Lo contact the City of Zephyrhills Building Departaent, (813) 788-6611. FurtherlOre, if the owner has 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 f , D. CONSTRUCTION LIEN L~W (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) 1 certify that I, the applicant, have been provided with a copy of "Florida's Construction Lien Law _ HOIeOWDer's Protection Guide" prepared by the Florida Departlent of Agriculture and ConSOler Affairs. If the applicant is sOl8One other than the "owner", I certify that I have obtained a copy of the above described docUlent and prolise in good faith to deliver it to the "owner" prior to cOllenceaent. 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 cOIpliance with all applicable laws regulating construction, loning, and land develop.ent. I .__I~__I. FLORIDA POWER CORP TEL:813-782-5949 J~n 05'97 15:57 No.005 P.Ol/Ol J e.ln OF ~Rll.U.LS BUIW.1IC 08PAln:JmBr OWNER V/lrv!I?S P 0 rMPSO~ 7/8 - )3/6 JOB LOCATION - b /VIe ~ PARCBL 1.0. # SIIOIf ALL Dl:S'na; II P \ ";;;" ~.----.._-,.- 0'" r \ ~\'C .' . tl I "- - ~ ~.~~\ i I ----.. . ALLEYWAY ACCESS FoR GARAQI OR CARPORT _ 15 .FOOT S1!:'l'BACJ: RIQUIRBD. -- J .... UTILITY BUILDINGS MUST SnOW'SIZ. & FOUNDATION INFOR- MATZOH. 10' BRONT PROPIRn LINB (Norl EXAMPLES 1 Q 2) 1. SITBACkS lOR Rl, R2 eo' 2 . SETBACKS FOR R3 ZONING -. 60t 10' It % o I 10' P 8 o T 8 r I . N D G 10' 1 0' 10' BXJ:8TING 10' 1 O' PRoposeD 20' ."iMo-. w:_ 20'BOL FAM 30' DUP.1.BX I'ROM& PIlO.ara~ LUIS CITY OF JI1IZ1~ 5 P ~ :s ,,':) r;; JOB LOCATION - OWNER ZEP~'RH.lLLS ~UILD.lNG DEPARTMENT '\ \...) /'/I4PSOrJ /1.-1 E cl '7t8 - )g/~~. PARCEL I.D. # SHOW ALL EXISTING &: PROPOS I t! () - ALLEYWAY ACCESS FOR GARAGE OR CARPORT _ 15 FOOT SETBACK REQUIRED. . ~ 1 - I.J " ~ \ \~ , ,:-----.1 , UTILITY BUILDINGS MUST SHOW 'SIZE & FOUNDATION INFOR- MATION. 10' P E R X o I 10' P S o T S I I E N D G FRONT PROPERTY LINE (NOTE EXAMPLES 1 Q 2) 1. SETBACKS FOR 2. SETBACKS FOR R3 ZONING 60' 10' 10' 10' EXISTING 10' 1 0' PROPOSED 20' 20'SGL FAM 30 'DUPLEX PROPERTY LINE FRONT PROPERTY LINE - ~ ~ ~ L h ______ 1 ---------- ....".....- --- ---- ~' " , ~ "'...../"''-''-, /'0.. ~ i , ''0''-.-1\,1\ \ \ ' ---~ \ .~ ri/' ~~ oOb ^ ~. / Dff~ ,; ,r .../' ....71.,... r J' "j' " L ~" " -<' """ :t. ~~ ~- r /' \ -+ ~ ~ ~ r- v~ jJ-j.1, ~ --. --- z ..... 1"- -J "1*"" 1j(T-- 1197 ':::I. y "" -oJ \......I c:.. ::t ~ I I ...... -,..: -...:l .=--=--.....-=-~==""=~,==c.~~~'-'~,._~.-'----"'.....=._."._,_ ~, ~ ,,~ ~ '~~ ~ --r .....- ---/... '" 7:, " u99 ~/'1 I '~---tj.-< Ii' -4:. ~ ~ "i, ~g 1p. 1199 .. --. / > ~ i -.,..., 2't ~ o,J 4<; l"" ~ i; / \p \ t / ~ w ~ \':' /' ~ ~~UMINUM EXTRUSIONS iD CHART I ,:. II; 11MARK I rwv"FTII.Rill WALL t ~ETI II :11 DESCRIPTION ALLOY - STRUCTURAL ITEMS DESCRIBED (A) 1 x2 OPEN BACK 0.276 0.230 0.044 0.044 6063- T5 .. B 1 x3 OPEN BACK 0.384 0.320 0.050 0.050 6063- T5 C 3x2 PATIO BEAM 0.681 0.579 0.050 0.050 6063- T5 a OJ 2x2 PATIO BEAM 0.518 0.441 0.044 0.044 6063- T5 . E 2x2 SNAP BEAM 0.542 0.461 0.041 0.041 6063- T5 F 2x3 PATIO BEAM 0.681 0.579 0.050 0.050 6063- T5 .. G 2x3 SNAP BEAM 0.680 0.578 0.045 0.045 6063- T5 . H 2x4 PATIO BEAM 0.799 0.679 0.050 0.050 6063- T5 I J 2x4 SNAP BEAM 0.786 0.668 0.045 0.045 6063- T5 II J 2x4 5MB 1.008 0.857 0.044 0.135 6063- T6 K 2x6 5MB 1.342 1.141 0.054 0.135 6063- T6 .. L 2x 7 5MB 1.515 1.288 0.057 0.135 6063- T6 " 1, M 2x8 5MB 2.147 1.826 0.072 0.224 6063- T6 I . N 2x9 5MB 2.317 1.970 0.072 0.224 6063- T6 I . 0 3x2 POST BEAM 0.800 0.680 0.070 0.070 6063- T5 . P 3x3 SCALLOPED TUBE 0.596 0.507 .045-.078 .D45- .078 6063- T6 'I Q 3x3-0.093 TUBE 1.256 1.068 0.093 0.093 6063- T6 J . R 3x3-0.125 TUBE 1.691 1.438 0.125 0.125 - 6063- T6 Ii s) 4x4-0.125 TUBE 2.279 1.938 0.125 0.125 6063- T6 ~ !t' . ~: ,I ANGLES DESCRIBED Ii .1 . (AA) 2x2x.125 ANGLE 0.569 0.484 0.125 0.125 6063- T6 . AB 2x2x.093 ANGLE 0.427 0.363 0.093 0.093 6063- T6 - AC 1 x1 x.062 ANGLE 0.141 0.120 0.062 0.062 6063- T6 AD) 1 x2x. 062 ANGLE 0.214 0.182 0.062 0.062 6063- T6 . AEI 1 x3x.ll 0 ANGLE 0.323 0.275 0.070 0.070 6063- T6 II RECEWJNG CHANNELS DESCRIBED "- iI (CA) 1.5x2.125x.062 0.362 0.308 0.062 0.062 6063- T6 CB 1.5x3.125x.062 0.438 0.372 0.062 0.062 6063- T6 . (CC) 1. 75x3.23x.ll 0 0.834 0.710 0.110 0.110 6063- T6 . SUPER GUTTERS DESCRIBED GA 4"x4" EXTRUDED 1.270 1.080 0.070 0.070 6063- T6 . GB 4"x5" EXTRUDED 1.358 1.155 0.075 0.075 6063- T6 . I - ADO I J ~ ALUMINUM STRUCTURES MASTER PLAN 17 II;. @ COPYRIGHT AI., INC. 1994 , . CHAMFER TO CLEAR SCREEN BEAM TOTAL FASTENERS ~-O- ? SIZE BOTH SIDES "a" "b" h. 0 #10 SMS /0 2x4 5MB 14 eo NA NA /0 \?/ ~o 0/ 2x6 5MB 22 eo #10 SMS NA NA o ;/ /00000 2x7 5MB 30 eo #10 SMS NA NA ,-~- 2x8 5MB 34 eo #10 SMS NA NA ~7 2x9 5MB 38 eo #10 SMS NA NA "",- DETAil 0 BEAM TOTAL FASTENERS SIZE BOTH SIDES " a" "b" ---------- 2x4 5MB 16 eo #10 SMS 14" 4" ~--- 16" 4" 0 0 0 0 0 0 0 0 2x6 5MB 24 eo #10 SMS 0 o 0 0 0 0 0 0 2x7 5MB 28 eo #10 SMS 16" 6" 0 o.-l.. 0 0 --- --- 20" 6" --- --- 2x8 5MB 40 eo ~10 SMS 32 eo 12 SMS 20" 0' ------ EXTERIOR GUSSET PLATE '-------- 40 eo ~10 SMS 20" o' 2x9 5MB 32 eo 12 SMS 20" 6" ----. DETAIL @ BEAM TOTAL FASTENERS SIZE BOTH SIDES "a" IIbl' ~ 5MB 16 #10 SMS 14" 5" --- 2x4 eo --- 0 .. .:-- 0- ~ --- 0 2x6 5MB 24 eo #10 SMS 16" 5" (' 0 0 \ 0 0 0 0 o 00/ 0 2x7 5MB 28 eo #10 SMS 20" 5" \ 0 0 ~ f 2x8 5MB -36 eo fO SMS 20. 6" 28 eo 1 2 SMS 20" 5" --- ----------- 2x9 5MB 40 eo fO SMS 20" 6" -- 32 eo 12 SMS 20" 5" DETAIL @ ~-_._._._-_."--,_._."--_._---- I BEAM TO BEAM CONNECll00 DETAILS J SPACING BETWEEN SCREWS CANNOT BE LESS mAN 2" GUSSET THICKNESS MUST BE GREA TER' OR [QUAL TO WALL THICKNESS BEAMS SHOWN ARE SCALED AS A .?x9 5MB OTHER BEAMS ARE SiMiLAR . '''''l'Ir,f I ..,1~'..' _i'~ , , I':i.t \ ~...t. _;~li a;....,i a.... '",:H: IF. '.~. :j'o.;; Ii I.:~ I~ 11.::1 : ....'....'.. ~'. BEAM TOTAL FASTENERS SIZE BOTH SIDES 1)0" "b" 2x4 5MB 16 eo #10 SMS 14" 4" 2x6 5MB 24 eo #10 SMS 16" 4" 2x7 5MB 28 eo #10 SMS 16" 6" 2x8 5MB 40 eo 10 SMS 20" 6" 32 eo 12 SMS 20" 6" 2x9 5MB 44 eo ~10 SMS 20" 6" 32 eo 12 SMS 20" 6" /~;1~ /-------- ~,; .~ l.: LLL~ -~ ~. ~;.- __:1 ~--------~I -------- - ----- ------- > ----- ~- < ----- ~- / --,' --------... -~'-l DEl AIL (]) A 4 "x, 12S" FLAT BAR MAY BE USED INSTEAD OF GUSSET PLA TES CALLED OUT WITH AN APPROPRIA 7f LENGTH TO ACCOMODA TE TH[ REOUIRED SCREWS \~ II i. I~ .: -, Ii .. :~=-=--==~t.: .,1 I" I --- -<) BrBI \28 - ~::~~.iT@C~~I~H~AA~~C.P::: --.-..._-----_._--~._--~.. -- ---._-- ~- ----.-- -- -----,.-.- r PURLlN / BEAM TO BEAM CONNECTlON DET AIL~ TYP. 5MB OR SNAP BEAM 2 . 3 - .050 P,B, TYP. 5MB OR SNAP BEAM SUB PURLlN - 'JBC TYP. TYP. 5MB OR SNAP BEAM 1 1/2" . 2 1 B" . .062 RECEIVING CHANNEL w/ (4) - #10 SMS INTO BEAM & (2) - HID SMS INTO BOTH SIDES OF 2 . 3 P.B. 2 . 3 P.B. Iy W TYP. 5MB OR SNAP BEAM ( PRIMARY BEAM ) · 2 1/8" . .062 RECEIVING CHANNEL, TYP, ( SECONDARY ) #10 SMS INTO '10 SMS EACH SIDE PURLlN BEAM PRIMARY BEAM Of' PURUN BEAM 2 x 4 5 3 2 . 5 5 3 2 . 6 7 4 2 . 7 8 5 ----- 2 x 8 10 5 2 x 9 10 6 1,j l'l Ii .J .' SEE SCHEDULE FOR FASTENERS TYP. 5MB OR SNAP BEAM - ( PRIMARY) ~. AL. UJ/INU.. 'J/ S'FRUCTUI.'8S J/AS1'ER PLAN · ~ --;;-.Wl; ~ CllPYRIGHT AL, rNC. 1994 29 -I -~ . .. '8 iI I iI II iiI I I . a I . I I I I I I I I I .1 1 . J II , ,/ , COLUMN lUF II:M I ~ I i t I / NTE j 72' HEIGHT I T -L I I~ u. ../ MANSARD I GABLE MAXIMUM CC!IIUJMN HEIGHT IN ~ FEET SCREEN WALLS 13 NF . SCREEN ROOF 7 PSF ........TO,. MPH (0) (F) (G) (It (J) (K) (l) (M) (N) SPACING 2X2 PB 2113 PB 2113 sa .... au_ 2xe 8MB 2x7 8MB bl 5MB 2d 5MB 3'..()" 1.75 13.00 13.13 ,.- 11.so x x x X 4'..()" 8.87 11.'7 12.50 ,.'- 1t;e7 X X X X 5'.()' 8.00 10.83 11.50 12.ia 15.50 X X X X .'..()' 7.33 8.83 10.13 11.. 14.50 11.33 X X X 7'..()" '.13 1.17 10.17 10. 13.87 17.83 ".17 X X 8'..()" '.33 1.50 '.'7 1e.- 12.. 1..87 1 &as X X 8'..()" 8.00 1.00 8.17 ,. 12.. 15.87 17.38 X X ~ClIC I CHAIR RAIL CONNECTIONSj DETA IL CD '/I'" MX:1W18 ClIAIINfl. lIlll.:t' WI 4 liD ... / N1!IlIOlI I'AS1l!MIIO ! "0 _ I III - CII .. SIlC1lClIIS I I I' I' Ii " ~ ! EXTERIOR @ CH.-IR RAIL I1 CllNNECTI ON INTElU. @ C*tl MIL 2 CDNlECTUIN INTEJtIDa ~ CHll\IR RIHL ~ ClH€CTlON fl ~ AL. UMINUII STRUcnJUS MASTER PLAN .. ...... .-. @ COPYltJCHT AL, INC. 1ge4 31 I t ill ~ ~_ n'.~ __ '~'_'___" ,_,._ ~_~____~_""_' = '~-'~----~_.._""~-------""""'-""'''~l'''''''l'~~ 1 BEAM TO aU'TTER DET A~LS I -- -- -- --- / 2" x .075 ALUM. ANCl.E CUP (1) . EACH BEAll LOCATION (2)-110 SlAS (4)-112 . 3/4" SMS INTO GUTTER (1- IIIN. SEPARATION) 2" Sl/B SEE SPAN CHARTS (4)-#12 x 3/4- Sl/S EACH SlOE SEE GUTTER TO FASCIA on AILS 18 SI/S THRU CHANNEl IN TO BEAll ~,. STRUCTURAL GUTTER 2 1/8" xlI /2" REC. CHANNEL .062 ---- --- -- 2" SMI SEE SPAN CHARTS SEE GUTTER TO FASCIA DETAlS (2)-110 SIIS (4)-110 SUS INTO BEAM ( EACH SlOE) (2)-112 x 3/4" SI/S INTO' GUTTER (1" MH. SEPARATION) Ii SI/S lWRlJ CHAHNEI. tlro BEAM / -------:.; ~S' 2 1/8" x I" AEC. CHANNEt. .062 .J -- --,...., 2" SUB SEE SPAN CHARTS -- --, SEE GUTlER TO FASCIA DETAILS 2 x 2 INTERNALlY FASlENEO TO BEAll lllTH (2)-110 xII /2" SIIS 4's' -------...J (4)-112 3/4 Sl/S EACH SlOE (4)-112 . 3/4 Sl/S INTO GUTTER (I" l/fN. SEPARATION) 2 1/tI' xlI /2" AfC. CHAHHEL .062 ---- ~-- --, SEE GUTTER TO FASCIA DETAilS 2" SlAB SEE SPAN OiARTS DOOR JAIIll INTERNALLY FASTENED TO BEAll WITH (2)-110 x 1 1/2" Sl/S 4,s. (4)-112 3/4 SIIS EACH SlOE (4)-112 x 3/4 SIIS INTO CUTlER (I" MIN. SEPARATION) 2 1/tI' x I 1/2. REC. CHANNEl. .062 lTG NOTE: Al ENGINEERING, INC. DOES NOT WARRANTEE. EITHER EXPRESSlY OR IMPUEO, THE S1'RUCTURAL INTEGRITY Of THE EXISTING STRUCTURE. ALUIIINUM STRUCTU1fEs MASTER PLAN C @ COPYRIGHT AI., INC. 1994' I 49 ./ I,. II - I.f r 11" MAXIMUM ROOF BEAM SPANS I j IN DECIMAL FEET SCREEN ROOF I SCREEN WALLS EXAMPLE: Ai WIND 110 MPH DEFLECnON L/60 POOL ENCLOSURE <-l COLUMN USED 1--> 1-: 8 . WAll lit ROOF (F) (G) (H) (I) (J) (K) (l) (M) eN) BEAM SPACING 2x3 2x3 2x4 2x4 2x4 2x6 2x'7 2x8 2x9 .' USED PB SMS PB SMS 5MB 5MB 5MB 5MB 5MB o . . ....()" 18.42 19.08 19.25 19.25 19.25 19.25 19.25 19.25 19.25 (H) 5'.()" 17.08 17.58 17.75 17.75 17.75 17.75 17.75 17.75 17.75 2x" 8'.()" 18.08 18.58 18.75 16.58 16.75 16]5 16.75 16.75 16.75 .' PB 7'.()" 15.25 15.58 15.75 15.75 15.75 15.75 15.76 15.75 15.75 8'.()" 14.58 1".92 15.08 15.08 15.08 15.08 15.08 15.08 15.08 .r g'.()" 13.92 14."2 14.42 14.42 14.42 14.42 14.42 14.42 14.42 4'.()" 21.08 21.75 21.92 21.75 23.42 23.42 23.42 23.42 23.42 ... (J) 5'.()" 20.08 20.08 20.25 20.08 21.58 21.58 21.58 21.58 21.58 2x4 8'.()" 18.42 18.75 18.92 18.92 20.25 20.25 20.25 20.25 20.25 . 5MB 7'.()" 17."2 17.92 17.92 17.92 19.08 19.08 19.08 19.08 19.08 8'.()" 18.75 17.08 17.08 17.08 18.25 18.25 18.25 18.25 18.25 .: 9' .()" 18.08 18."2 16.42 18.42 17.42 17.42 17.42 17.42 17.42 .1 ....()" 28.08 28.58 28.75 28.58 29.92 31.92 31.92 31.92 31.92 .~. (K) 5'.()" 28.08 28."2 28.58 28.58 27.58 29.25 29.25 29.25 29.25 .., 2X8 O'.()" 24.58 2.... 2".92 24.92 25.92 27.42 27.42 27.42 27.42 5MB 7'.()" 23.25 23.58 23.75 23.58 24.42 25.92 25.92 25.92 25.92 ..l 8'.()" 22.25 22.58 22.58 22.58 23.42 24.58 24.58 24.58 24.58 g'.()" 21.42 21.58 21.75 21.75 22.42 23.58 23.58 23.58 23.58 . ....()" 31.58 32.08 32.08 32.08 33.08 34.92 35.92 35.92 35.92 (L) 5'.()" 28.42 28.58 29.75 29.75 30.58 32.25 33.08 33.08 33.08 . 2x7 e' .()" 27.58 27.92 27.92 27.92 28.75 30.08 30.92 30.92 30.92 5MB 7' .()" 28.25 28.42 28.58 28.58 27.25 28.42 29.25 29.25 29.25 . 8'.()" 25.08 25.25 25.42 25.42 26.08 27.08 27.75 27.75 27.75 g'.()" 23.92 24.25 24,25 24.25 24.92 26.08 26.58 26.58 26.58 ~ 4'.()" 38.25 38.58 38.58 36.58 39.42 40.92 41.75 44.25 44.25 -- eM) 5'.()" 35.42 35.75 35.76 35.75 36.58 37.75 38.58 40.75 40.75 8'.()" 33.42 33.58 33.75 33.58 34.25 35.42 38.08 37.92 37.92 r 2x8 , 5MB 7'.()" 31.75 31.92 31.82 31.92 32.58 33.58 34.08 35.g2 35.92 8'.()" 30.25 30.11 30.58 30.58 31.08 32.08 32.58 34.08 34.08 e'.()" 29.08 29.25 29.42 2tA2 29.92 30.75 31.25 32.75 32.75 ....()" "1.92 "2.. 42.25 42.S 0.08 44.42 "5.08 "7.42 48.42 (N) 5'.()" 31.12 39.. U:2i .. 39.92 41.08 41.75 43." 44.58 2xe 8'.()" 38.58 ..71 .," ..71 37.42 38.42 38.08 40.75 41.58 5MB T.()" 34.12 M.. .t ... 31_ 36.42 . 38.92 38.88 39.25 8'-0" 33.25 .,fl ... ... -H 34.75 35.25 ..1'$ 37.42 "-0" 31.12 3t~. 33.42 33.92 35.08 35.75 INTEAPOLATtON ~., !IS t. '-l - , , J . ~Al,UMINU.v STRUCTURES MASTER PLAN , ! I 52 INC. @ CO~ AL. INC. 199" .:11 --- 1 ili ;: '1 , ,I I I ~ , "I I I r " ,\ ',I" :~j" "I' ~I ,I : : "j If;-t: f'rl ! " ~t, p, Ii' \ I ' , I II" I' \ II rr r :' I ' , ' "J rl '. ' ,;, '" I'. :', I ,~l ' ~H, 'Ii: iii f ""," t! """ ,",'. ',"', . ., 'o,r, : I " ',., "11~.e,l,t, "">,.,,,> r~, " , 1~,b,,'1>> ,1,. " "' '....~. 0_"___'" .i 'I