Loading...
HomeMy WebLinkAbout95-5352 b.!> " ()-z; () O. fl ~D~ ~CD PLUMBING ::::,~:.~e'y {/-~ ~ Jf*.:J Parcell.D. # 1'/--;11:, -:;;J- [) CJ/ 0 - o~90o - OO~O Zoning: Energy Code: L L _ ... Radon Gas: /. /.;z Description of wo~ ('i-T~ a _~ ~~ BUILDING PERMIT- CITY OF ZEPHYRHILLS Permit N! (813) 788-6611 '. '-'5352 13 - . -- Date / / -J- -7~ MECHANICAL Sewer Conn Water Conn: Water Meter: T.I.F:s: NO OCCUPANCY BEFORE C.O. FINAL /2 - (5"- DATE Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. c.o. DATE Inspector Permit Fee ~' / Signature~c::, ~ - Company Address Telephone# ~cr--.3--ol6.j 3 Valuation or Contract Price i~ ,J7rJJ. ffV ./ lr City License Registration # State Certified License# ~ 11"'A-k IJj~ BUILDING c+ C ;;.r- 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 ($15.001 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 ZEPHYRHlLLS BUILDING DEPARTMENT OWNER'S NAME l )d/\i~~/ :~.: ... I. ,J . i /;>iiifl ,': ~ PHONE II?/ " OWNER'S ADDRESS "/'):. .:.. ~,~ 'j ~ ,/ / /-,~ '"t":' }' '.' ._ JOB ADDRESS .~/)/}i -<. LEGAL DESCRIPTION: LOT(S) BLOCK SUBDIVISION PARCEL 1. D.' ,I l( - 2 h - 2- ; - 001 0 '" 'l q()O - OOJ .o( OBTAIN FROM PROPERTY TAX NOTICE) WORK PROPOSED:_New Construction ~ddition ..L,tuteration _Repair _Install _Sign --1Iove _Deaolish PROPOSED USE: _Single Faaily _M/F _' of Units _M/H _eo..ercial _Indust. ____Sw~. Pool ___Other _Restaurant &: Health Departaent Approval ,e) DESCRIPTION OF WORK: k,..-r;/, /1.-1~"t,r/'- i BUILDING SIZE: x IJ , /i,i Square Feet, Height RESIDENTIAL: COMMERCIAL : ATTACH (2) PLOT PLANS &: (2) SETS OF BUILDING PLANS &: (1) SET ENERGY FORMS. ATTACH (3) SETS OF BUILDING PLANS &: (1) SET ENERGY FORMS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. PERMITS REOUESTED _BUILDING $ /C('(~( . Valuation of Total Construction _ELECTRICAL AKP Service Florida Power Corp. W.R.E.C. ____MECHAlfI.CAL $ Valuation of Mechanical Installation ____PLUMBING GAS ROOFING SPECIALTY TYPE OF CONSTRUCTION: ____Block _Fr8lle _Steel Other FIRISHED FLOOR ELEVAnONS: FT. IS PROJECT IN FLOOD ZONE AREA? YES NO ****************************************** BUILDER / Signature COMPANY /:., /' / j,., (. / r'. r' /'- / /' ',;: // /' State Cert. or Regist. # 1?/;CYf/t"'/ City License Registration t ****************************************** 6~~ /' PLUMBER COMPANY State Cert. or Regist. . Signature City License Registration t ****************************************** MECHANICAL COMPANY State Cert. or Regist. f Signature City License Registration . ****************************************** OTRRR COMPANY State Cert. or Regist. # Signature City License Registration # ****************************************** APPLICATION APPROVED BY PERMIT OFFICER. CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS Tbe undersigned understands tbat this perlit laY be subject to -deed restrictions. which lay be lOre restrictive than City regulations. fhe undersigned assUles responsibility for COIpliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If tbe owner bas bired a contractor or contractors to undertake wort, 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 .isdeteanor violation under state law. If the owner or intended contractor are uncertain as to wbat licenSing requirelents laY apply for the intended work, they are advised to contact the City of Zepbyrbills Building Departlent, (813) 788-6611. FurtberlOre, if the owner has hired a contractor or contractors, be is advised to have the contractor(s) sign portions of the .Contractor Sections. of this application for whicb 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 be is not properly licensed and is not entitled to pemitting privileges in the City of Zepbyrbills. ' 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 _ HOIeowner'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 bave obtained a copy of the above described docUlent and prOlise in good faith to deliver it to the "owner" prior to COlleDCetent. E. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the inforaation in this application is accurate and that all work will be done in cOlpliance with all applicable laws regulating construction, zoning, and land developllent. Application is hereby lade to obtain a peIlit to do work and installation as indicated. I certify that no work or installation has COllenced prior to issuance of a peIlit and that all work will be perforJed to leet standards of all laws regulating construction, City codes, zoning regulations, and land developlent regulations in the jurisdiction. I also certify that I understand that the regulations of other goveI1llental agencies lay apply to the intended work, and that it is IY responSibility to identify what actions I lust take to be in cOlpliance. Sucb agencies include but are not lilited to: t Departlent of EnviroDlental Regulation - Cypress Baybeads, Wetland Areas and EnviroDleDtally Sensitive Lands, Water/Wastewater Treatlent t Southwest Florida Water Hanagelent District - Wells, Cypress Baybeads, Wetland Areas, Altering Watercourses t Ar.y Corps of Engineers - Seawalls, Docks, Havigable Waterways t Departlent of Health & Rebabilitative Services, EnvirODlental Health Onit - Wells, Wastewater Treatlent, Septic Tanks t US EnviroDlental Protection Agency - Asbestos abatuent I also certify that, if fill laterial is to be used in Flood Zone IAI or "A,etc.., it is understood that a drainage plan addressing a .cQlpensating volUleD will be sublitted wbich is prepared by a professional engineer registered in the State of Florida prior to per.it issuance. A peIlit issued sball 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 sball issuance of a peIlit prevent the Building Official fIOl thereafter requiring a correction of errors in plans, construction, or violations of any code. Every PQIJit issued shall beCOle invalid unless the work authorized by such peIlit is COIIenced within six IOnths of issuance, or if work authorized by the peIlit is suspended or abandoned for a period of sillOntbs after the tile the wort is COIIenced. One 90 day extension of tile, laY be allowed for the peIlit with fee charge of $15.00. Tbe extension sball be requested in writing to the Building Official. An approved inspection lUst be logged during each sixlOnth period, or the project will be considered abandoned. WARNING TO MER: YOUR FAILURE TO RECORD A HOTICE OF COMHBlfCRMENT HAY RESULT IX YOUR PAYIHG flfICE FOR IMPROVEllElft'S TO YOUR PROPERTY. IF YOU INTRlfD TO OBTAIH FIHAHCING, COHSULT WITH YOUR LODBR OR All Al"fOlIm' BBFORE RECORDIHG YOUR HOTICE OF COMMBHCEHEHT. JOBS ONDER $2,500 IN VALUE 00 HOT HIED TO RECORD AJID POST A RHOTICE OF COIIHBHCBHBNf". SIGJlAfURB: OIIlfER OR AGBNT SIGJlATURE: CONTRACTOR STATB OF FLORIDA coom OF The foregOing instrument was acknowledged before me this , 19____ by STA'lB OF FLORIDA COUH'fY 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) HOTARY PUBLIC (Hame Typed, Printed or Stamped) NOTARY PUBLIC 5cl"l , s.. I" I -::. 2.0 JD ~', \3A-\\.,~\<'d_,- . SS -..' . --1' It .t'-- t, I', :. J" .. '._',~.' ...u_.._..,~,,___,~~I~~.J..I---+ t, 51 .., ",,-aO't\" " 1010'1\1 ,DO t _ 'u, 1<Y; 5 .~_~. ,<"~N L ...._---=;=-~.~' ~ I '1 ~ --- - I i i .~ ~ r-- t__- ! I M '-i i :-11. ~. . . 1----.7[----..--4 ,. . ___n-> "3"(7 to? ,S.> ~ I t1 + (,,6 :5/ .m AI~..6. D* _1iII_ ... CIItiW ...t I "'-11 r--- tCJIICM191S _"'DrlwB. _a.... ~'I--..IIL:M6"77 11.1/ ~I K, 3>>'\ (lIS) .".'7ODI (1m 7U4613 ../ :1_ _ .1~- ... ..~\..Ci'1C.. "'''.r..l~ -. ~. t/J,..l..11 '1' . U . ' t.!~ :;;.~.~ '._'1111 ..,~ .. ,~ I"n " , ,~. .,....::..~ ~ IT -- 01 IA"'41J ::I/'" Jf/-~"-~/-0lJ'D- ~c0.i6 lilt ................... -, ~.,...... _......................~. _................... Mill -...... .............................. .......... .. -~ .....~ ................. ........... - ~_................ .......... J _ 1........ .- - ~ PIr DM......,-.- MIll...... _".;r av.." .,- Ha J1 ".....- ..... Hi nlln .,..rtr'. ............__..._..avVvI- .....HI....-.~...... lID. ......... DJI T- . ......................... I ....... F. " ~..... ," .; hl,lId - -.--...---.-----~--.,..,-..--.---.v --~-.__..-------.-....--..-.-.------.------ : f -- - ._- .__~_4___._..._ i . i i \ i rt I t I I 1 I ~ '" '^ .... ~ ... ~ ~ lr"" ') ~ ,~~~\ ) I r-y <. y o ,.... " l f1o. ~\ .....-i-- .- -:: ) .~ ,. --..:> \ - ---" I / n. / S\)" (,'~ fi(NtH \).w( ,~ ~ o ,.,~ ",,=,J.. ,... ,., ~.. ") - .1...0 \...l ~ S\ -', - ~ ~ . Q ~ V ~ ~ __oj <~-------, . i',,",\ ql ~. (:' 9/ -Z-~ ~...-' to 9 ? t.,(~1 ~ ~ (. 1:1' 9 j~ .~ 7 "" ~ ~ 1 ~ I '--../ , .'.> ' v / I I ~ I i i I i I I .---~ ;f> 'V" -11)' 1 0,1 ~JJ r a I I I t I I I I I ! t- ? ~-1j )" .:.. ...." . ',1.; ;." . FLORIDA ENERGY EFFICIENCY CODE FOR BUILDUiG CON'STRUCTION FORMfiQ9p.~a ., Residential Limited Applications Prescriptive Method C CENTflAl 4 5 6 Small A4dltlon, QOcl Renovations Department of Community Affairs " Compliance with MlithOllG.9! ChiWter 6 of tl)e Florida Energy Efficiency Code may be demonstrated by the usepf Form 600C-93 for additions 01600 square feet orless,~it\l-ilJSla}led CQ(l1JlQnents of manufactured homes, and 'renovations to single and multilamily residences, Alternative methods are provided for additions by use of Form 600B.93 or 600A-93. . P~OJECTNAM~~ ANq. ADl)W7S.~f , ~ ,:l>:, i: '.,! ',1," OW~EA;.;~,vfA.". ,. , 1. RenovaJion, AdcJition or Manufactured Home 2. Single family detached or Multifamily attached 3. If Multifamily-No. of units covered by this submission 4. Conditioned floor area 5. Predominant eave overhang (ft.) 6. Porch overl1ang length (ft.) 7. Glass area iimd type: a. Clear glass b. Tint, film or solar screen 8. Percentage 9f glass to floor area 9. Floor type and insulation: a. Slab on grade (R-value) b. Wood, raised (R-value) c. Wood, common (R-value) d. Concrete, raised (R-value) e. Concrete, common (R-value) 10. Wall type and insulation: a. Exterior: 1. Masonry (Insulation R-value) 2. Wood frame (Insulation R-value) b. Adjacent: 1. Masonry (Insulation R-value) 2. Wood frame (Insulation R-value) c. Marriage Walls of Multiple Units* (Yes/No) 11. Ceiling type and insulation: a. Under attic (Insulation R-value) b. Single assembly (Insulation R-value) 12. Cooling system* (Types: central, room unit, package terminal A.C., none) 13. Heating system*: (Types: heat pump, elec. strip, natural gas, L.P. gas, room or PTAC, none) 14. Air Distribution System*: , a. Backflow damper or single package systems* (Yes/No) . b., Ducts on marriage walls adequately sealed* (Yes/No) 15. Hot water system; (Types: elec., natural gas, other, none) * PertQlns to manufactured homes with site Installed components. 1. 2. 3. 4. 5. 6. 4/" ,lfr&- '---- .' BUILDER: ~~~~I~ING ~~~:TE 405060 PERMITNO.~ JURlSDICnONNO.: ~ ~~ ~ ~ SMALL ADDITIONS TQEXISTING RESIDENCES (600 Square feet or less of conditioned area).' Prescriptive requirements in Tables 6C-1, 6C-2 and 6C-S applycmly to the components oflhe addijjon, nol to the existing building. Space heating, cooling, and water heating equipment efficiency levels must be met only when equipment is installed specifically to senie the llddijjon or is being installed in conjunction with the addition construction. Components separating unconditioned spaces from conditioned spac;es must meet the prescrjbed minimum insulation levels. RENOVATIONS (Residential buildings undergoing renovations costing more than 30% of the assessed value of the building). Prescriptive requirements In Tables 6C-1 and 6C-2 apply only to the components and equipment being renovated or replaced. MANUFACTURED HOMES AND BUilDINGS. Only site- installed components l\n,d f~l:Itures ar~ covered by !hiS form. Please Print . : CK Ii d--. . /'0 . sq. ft. 7a. 7b. 8. Single Pane ~sq. ft. sq. ft. 10 % Double Pane sq. ft. sq. ft. 9a. 9b. 9c. 9d. ge. R= R= R= R=. R= (fill- lin. ft. sq. ft. sq. ft. sq. ft. sq. ft. sq. ft. ~,rfO sq. ft. sq. ft. sq. ft. 11a. 11b. R= ~ ___Sq. ft. R= /7-.. I J 1 sq. ft. Type: 11 / It\.- SEER/~ Type: ~ HSPF/COPI UE: 12. 13. 14a. 14b. 15. ~ Type: f II EF: Review of plans and specifications covered by this calculation indicates comr with the Florida Energy Code, Before construction is completed... this buildinc inspected tor compliance in accordance with Section 553.908, r .S. . BUILDING OFFICIAL: ATE: -1- l,;limaltl Lqn~~ 4 l). U TABLE 6c.1 : PRE$CfllfITIVE REQUIREMENTSFOIl SMALL ADDITIONS (600 Sq. Ft. and Less), RENOVATIONS TO EXISTING BUILDINGS AND SITE.INSTALLED COMPONENTS OF MANUFACTURED HOMES. MINIMUM INSULA ION MINIMUM INSTAL~ED INSULATION INSTALLED EQUIPMENT EFFICIENCY EFFICIENCY R:,S;.. C) CentralNC. Split SEER 10.0 SEER ,,,!'_ ~mf'1<:"r.'" ~~'>.~-~: 5 ::.;" ='..SinglePkg... SE5R 9.7 SEER R49 8 R.l1 u Room unit or PTAC.EER 8.S*!:Ef\=; R-3 C/) ...I ...I, <C' ::: Concrete Frame,;;:!' x 4r .Fram~..2' x 6' '., CommQn. Fn=lme;; c;om!l19n, Maso!uy\ "., (!) z :J ill o R.30 R,19 R-10 R-l1 No Minimum R-ll R-S R-ll Electric Resistance Heat pump. Split . Single P~g. Room unit or PTHP '" 6.8 H.SPF, '" 6.6 HSPF , 2.7* HSPFI COP ,78 AFUE ;78 AFUE EF .88 EF .. EF .54 EF EF .54 EF . See Table 6-2, 6-6 C) :z 8 :J: W U ..: ~ en I- o ::l Cl R-6 No minimum a: I- W, 01- :J;:": ::: Electric Resistance . Gas; Natural or L.P. Fuel Oil TABLE 6C-2: PRESCRIPTIVE REQUIREMENTS FOR GLASS AREAS IN ADDITIONS ONLY Maximum percentage glass to floor area allowed is selected by type, overhang length, and shading coefficient. Maxlmum%- .- Installed % '" GLASS TYPE, OVERHANG, AND SHADING COEFFICIENT REqUIRED FOR GLASS PERCENTAGE AL.LOWED UP TO 20% UP TO 30% . UP TO 40% UP TO 50% Single Double Single Double. Single Double Single Double OH-SC OH - SC OH-Se OH-SC OH-Se OH-SC OH-SC OH-SC 1'- 1.0 0'- .90 2'- 1.0 1 '. .90 3'- 1.0 2'- .90 4'- 1.0 3'-.90 0'- .86 1 '- .86 0'- .70 2'-.86 1'- .70 3'- .86 2'- .70 . 0'- .65 . 1'- .65 0'- .50 2'- .65 1'- .50 0'- .45 1'- .45 0'. ,40 0'- .35 Shading coefficients (SC).may be obtained from the manufacturer. Single clear se '" 1.0, double clear SC = .90, and single tint SC = .86. TABLE 6C.31 MINIMUM flEQUIREMENTS FOR ALL PACKAGES COMPONENTS , SECTION REQUIREMENTS CHECK Exterior Joints & Cracks 606.1 To be caulked, gasketed, weather-stripped or otherwise sealed. Interior Joints & Cracks 606.1 All openings in interior surfaces of ceilings and exterior walls must be sealed. Sole & Top Plates 606.1 I Sole plates and penetralionsthrpugh top plates of extenor walls must be sealed. Infiltration Barrier 606.1 Infiltration barrier must be installed in exterior walls & raised wood floors. Fireplaces 606.1 Fireplaces must have flue dampers, glass doors and outside combustion air intakes. Exhaust Fans 606.1 Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with integral exhaust ductwork. Combustion 606.1 Combustion space and water heating systems must be provided with outside combustion air, Heating except for direct vent appliances. Water Heaters 612.1 Comply with efficiency requirements in Table 6-11. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a Pools & Spa$ pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 78%. ." Hot, Water Pipes 612.1 Insulation is required for hot water circulating systems (including heat recovery units) and the first 8' of piping from the water heater (or until piping enters an insulated wall or slab). Shower Heads " 612.1 Water flow must be restricted to no more than 3 gallons per minute at 80 PSIG. HV AC Duct 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, Construction, sealed, insulated and installed in accordance with the criteria of Section 610.1. Ducts In attics must be Insulation & Instal/ation insulated to a minimum of R-6. Air handlers shall not be installed in attics unless in mechanical closets. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. GENERAL DIRECTIONS: 1. On Table 6C'1 indicate the R-value of the insulation being added to each component and the efficiency levels of th!, equipment being installed. All R.values and efficiencies installed must meet or exceed tnll minimum values listea. Components and equipment neither being added nor renovated may be left blank. 2. ADDITIONS ONLY. Determine the percentage of nm glass to condilioned lloor area in the addition as follows. Total the areas 01 all glass windows. sliding glass doors and glass door panels, Double the area of all non- vertical roof glass and add It to the previous total. When glass in existing exterior walls is being removed or enclosed by the addition. an amount equal to the total area of this glass may be subtracted from the total glass area. Divide the adjusted glass area total by the conditioned floor area of the addition. Multiply by 100 to get the percent. Find the largest glass percentage under which your calculated percentage falls on Tapie 6C-2. Prescnptlves are given by the type of glass (Single or Double pane) and the overhang (OH) paired with a shading coefficient (SC). For a given glass type and overhang, the minimum shading coefficient allowed is speclflect. Actual glass windows and doorr. p(eviuusly in the exterior walls of the house and being reinstalled in the addition, do not have to comply with the overhang and shading coefficient requirements on Table 6C'2. All OilY glass In the addllion must meet the requirement tor one ot the optiOns In the glass percentage calegory you indicated. The overhang (OH) distance Is measured perpendicularly Irom the face of the glass to a pomt directly under the outermost edge of the overhang. 3. RENOVATIONS ONLY. Replacement glass needs to meet the following requirements. Any glass type and shading coeffiCIent may be used for glass areas which are under at least a two foot overhang anQ whose lowest edge does not extend furthef than 8 feet from the overhang. Glass areas being renovated that do not meet this criteria must be either smgle.pane tinted. double-pane clllar or double-pane tinted. 4. Complete the information requfsted on the top half ot page 1. 5. Read 'Minimum Requirements for Small Additions and Renovations', Table 6C.3, and check all applicable items. 6. Read, sign and date the "Owner/Agent" certilication statemeflt i.age 1. -2- :5' WALL PANEL ,. X ,. ANGLE #8 X 9/1 fi TEK SPACED @ f5' D.C. 80m SIDES. c;D PANEL WALL CORNER DETAIL PE1 110 X 1 1/"1:' S.fA.S. OR WOOD SCREW SPACED @ 1 fi D.C. :5' RECENlNG CHANNEL EXTRUSION #8 X 9/1 fi TEl< SPACED 0 fi D.C. Bom SIDES SEAlANT 3/4" PLYWOOD 2 X P.T. HEADER ~ANEL WALL TO DECK DETAIL ~ EXISTING HOST STRUCTURE WOOD FRAME. MASONRY OR omER CONSTRue. #8 X 9/1 fi TEl< SPACED @ f5' o.e. BOTH SIDES FOR MASONRY USE 1/4" X 2 1/4' TAPCON ANCHOR OR EQUAL SPACED @ 1"1:' O.C. FOR WOOD USE # 1 0 X 1" S.fA.S. OR WOOD SCREW SPACED @ 1"1:' D.C. @ PANEL WALL TO HOST PE1 D ET AI L EXISTING HOST STRUCTURE WOOD FRAo..iE. MASONRY OR OTl-iER CONSTRue. FOR MASONRY USE 1/4" X 1 1/4" TAPCON ANCHOR OR EQUAL SPACED 0 24" D.C. FOR WOOD USE #10 X 1 1/"1:' S.fA.S. OR WOOD SCREW SPACED 0 1'Z' D.C. SEAlANT :) HEADER EXTRUSION SEAlANT :) ROOF PANEL 18 X 9/1 fi TEK SPACED I) f5' D.C. 80m SIDES @ ROOF PANEL TO HOST DETAIL PE- .024 X 1"1:' ALUM. RIDGE CAP 1/4' X 2 1/'Z' H.H.fA. mRU-BOLT w/ NUT &; WASHERS SPACED @ 1 fi D.C. SELF-MATE 8EAM #8 X 9/1 fi TEK SPACED 0 1 fi D.C. BOTH SIDES @ ROOF TO PE- RIDGE BEAM DETAIL :) ROOF PANEL 3" VAlANCE EXTRUSION ~ ROOF PANEL TO FASCIA DETAIL PE- TYPICAL CONNECTION DETAILS .024 X 1 (j' AlUfA. RIDGE CAP REVISIONS #8 X 9/1 fi TEl< SPACED 0 fi D.C. BOTH SIDES #1 a x 4" S.M.S. W/ 1/4" x 1 1/'Z' S.S. NED. BACKED WASHER SPACED 0 f5' D.C. 1"-1"-00 1J)('oI('oI ('olIO..... lJ)('oIoo I I I 0'l1J)1J) ('oI1J)1J) ('010000 I I I Ot"lt"l 0.......... co co 00 !.-.JX 4:4: wUu.. 00 - -.J ::: z o i= 4: Z #8 X 9/1 fi TEK SPACED 0 24" D.C. BOTH SIDES #8 X 9/15. TEK SPACED 0 1 fi D.C. BOTH SIDES SELF-MATE BEAM @ ROOF TO PE- RIDGE BEAM DETAIL ROOF PANEL o 4:4: 00 0::- 0:: ~o z-.J 4:u.. CD . 0::0:: ::J4: CD~I"- Vll"- 0010 IJ)-.J~ t"l0t"l SCALEs 3" = 1 . - 0" DATEs 8 94 DRAWING III ENGDTLS 1 ORA N BY' STANDARD HOUSE GUTIER SRD :) FASCIA EXTRUSION SEAL @ ROOF PANEL TO FASCIA DETAil PE- ~W[j'@[Ji1@@ ~o ~@[Ji1[Ji1@W9 [Po~o CIVIL ENGINEER - DEVELOPMENT CONSULTANT 1139 HERBERT STREET PORT ORANGE. FLORIDA 32119 TEl. (go.n 767-4774 ~[Q)~ FOR ONE PERMIT ONLY ^ lNO 11~CJ3d 3NO ClOJ ~ ~!J!A 'V3S o~s :AS NM....~a 03J3S~N3 :ol' ONIM"~O -v6 9 :3J,.VO "O-.~="l =:3.,,,,as ~o~ ~,V1 moo --.JUl --.J3:OJ >c ;;0;;0 . OJ ...,> ,z 0'" ::2;;0 00 >> o z > -l o Z ~ ,- 00 ""01"'1 >> X" CO COCO ~~o ~~O I I I COCON t/lt/lN V1V1lD I I I CONVI ~cnN NNVI CO'J--.J SNOISI^3~ NOI1J3S llVM ~OO~ N33~JSlVJldAl :. v ',,' . .~ .9", .' '. .~. ,. . p;. ! . .... 'NI~ 8V1S 313~JNOJ }1 ~-o~O[; P~t::so ~<D'- ~o:r~~ ~;gg9~ --.J~~~21 ~[T1;;O[T1~ U'. ~;;O 1.." tIl I ~ ..,..-~ ::j~f'go[M] ..,. 0 C':l!:2 c :> [Tl u 5@QJ I\) -0 4l' ~ ;,::"'V U; fTl ~ ~21 o<W o~ ~"" F"@ >0 z!ilfiJ ~o 11VM N33~JS 'NI~ lSOd "l X "l '::r0 'Jtllf) S30lS H108 S.>Ol ,:3l/6 X Il, 1M 13NVd 01 N31Sv'.:l NOISnH1X3 tJ3iln~ ,,~ . N I ~ 13 NV d .:300~ "C; .'. ,,: . ~ 'IF" .. ~ .". , .. . '. .. . 17 .. . ~ . .17 ..~,.O ;Vl @ 03:JVdS 1vn03 ~o ~OH:JNY NO:Jcfv'l .v l l X .v I l 1M 8VlS 01 N31Sv'.:l 'lS0d ~d (v) SS08 M3~:JS DNISn srt's .l:/l l X oll 1M lS0d S X .l 01 N31SV.:J NOISmUX3 >0v'8 N3dO .l X .~ X HO' 'S.>i31 ,,9L/6 X 81 (9) DNISn dno lVN~3lNl NV 1M lSOd .;l X .l 01 N31SV.:J NOISntJ1X3 OllVd "l X "l X ?to' ":)0 ..B @ ~3HSVM '03N 'S'S J./l l X .vIL /11, srt's .v X oll 1M 13NVd .:JOO~ 01 N31SV.:! 'lSOd ~3~ (1) SS08 M3<J:JS ~Nlsn 'S'l''I'S J.IL ~ X Oll 1M lS0d .;l X .1: X O~O' 01 N3lSV.:l NOISnCllX3 OllVd "l X "Z X ?to' CJ3d '3<Jnl::lmUS lS0H .:JO lVl1:i31VI'l NO 03SV8 3dAJ. 'i' DNI:JVdS 1:i3t"31SV.:l '1:i3N31SV.:J 3lVI1:id01:idcfv' 1M 31:in1::ln~lS lS0H 01 H:JVllV .~)'o .ll @ S~OIS H108 NO 'S'I'lS ..9l/6 X 811M 13NVd 01 N31SV.:l NOISnCllX3 Cl30V3H ,,~ NOI1J3S llVM ~OO~ SSVl~ lVJldAl .., ..I 'NI~ 8VlS 313~JNOJ 'NI~ 13NVd ~3>iJI>i 'DNIJVdS GNV 3ZIS '3dAl 'NOI1'v':JOl 1:i3N31SV.:l tiO.:! SllVlJO NOIl:J3NNO:J aNY NOI1::l3S 11'v'M lV:JldAl 33S '3ZIS riOO~ H:JV3 tiO.:! S3SS3N~8IHl 13N'td 01 GNOdS3ti1:i08 1VH1 lVlJl'l 03l"(~0.:l->iV'3~8 ~O SNOISntilX3 3sn 'S3&1 ONV S3SS3N>i:JIHl NOISII1:ilX3 113NVd snOI~VA 1:i0.:l SNVdS b'V3l:J 318'iM01l't ~O.:l Sl~:J N'tdS 33S ')..WA 111M SlN3NOdriO:J ll'v'M GNV .:JOO~ .:!O DNIZIS ').:t!'1A. SNO\SN3i'iIO l"iOO~ SV 'N~IS3a aNY 3ZIS l"iOO~ lV:JldAl V 1N3S3~d3~ '03lN3S31:id SDNIMVOJO MOONIM 310N 'NI~ l3NVd ~3aV3H ~ \ii""" :,~':::.' ..... ,'/:~.:..,'.... , ............ :..:.:.:.:-:-:-::.: h(' 1/":)'0 .l.l 9 S30lS Hi08 S.>i31 ,:3l 6 X 81f 1M 13NVd 01 N31Sv'.. NOIsmUX3 ~:l3iln~ .r. X 090' 'NI~ 13NVd .:300~ ,.. :., ::::I1t::l .' ,v p ,. "'. \.. ..,' . "t ll7:.~ N: : .... po "c; ~::::::::;:~~ .........-.., .... '';'',' / ......... ..::.... ~ 'IF" ... '" .~ P' .. . v' ! " ~'... ;... o!''' ..." II; , ..... ''iJ'' .., ." .... p . ~? ":J'O .H 4) l'tn03 ~o ~OH:>NY NO:Jcfv'l .v/l ~ X .vh 1M SVlS 01 N31SV.:J ":J'O .Il @ S30lS H108 NO S,~31 ..91/6 X 8# 1M 13NVd 11VM 01 N31SV.:! NOISmUX3 l3NN'v'H:) SlN\'\13:)3~ .~ X SSO' ~-::::::::::-:... -r- ~ ....- ':J'O ..9 4) S.>i31 ,,9 ~/6 X 8# 1M 3DN'f1..:j MOONIM DNlsn MOONIM 01 N3.L5V.:! "0'0 ..9 0 30lSNI NO 5,>01 ,:31/6 X 811M 13NYd ll'v'M 01 N3.L5V.:J NOIS@lX3 l3NNVHJ aN\'\13J3~ .~ X SSO' l~ r-~ n '- . J . ":J'O .8 4) S.>01 ,,9l/6 X 8# 1M S3DN'f1..:j MOONIM DNlsn MOONIM 01 N3.L5V.:J If ":J'p ..9 0 S30lSNt NO S.>i31 ,:3l/6 X 8# 1M 13NVd ll'v'M 01 N3.L5V.:J NOISmUX3 l3NNVHJ aN\'\13:)3~ s: X SSO' : -4 . J 0 ..B 4) ~3HSVM '03N 'S'S .I:/l l X .v/l 1M ~ 's'rt's .v X oll 1M 13NYd .:JOO~ 01 N3lSV.:l ~":':-''''i/ "~)'O .a @ S30lS Hi08 NO s.>o1 :';':':':.", .9l/6 X III 1M 13NYd ll'tM 01 N31SV.:l ,,>: #x.";::: NOISn"lX] l]NNVHO ON"']O]" S X SW ..... ......,...... ............. . .... :-:.:.:.:-:-:-:-:.:-:-::.;.;.;.;.;.:.:-::-.: z. ,...........,.,.....".. .... ......................... .................... ...,. ]~lSNI~lJ "]d3;~~=~f~l~~m~~~:J:::::::::,::::::: P ~3t"31SV.:l '1:i3N31SV.:l 31V1~d01:idcfv' 1M 3<Jn1:Jn<JlS lS0H 01 H8VllV ":JO .;ll 4) S;3OIS Hi08 NO S,>i31 .9l/6 X 8# 1M 13NVd 01 N31SV.:l NOISn~lX3 ~30V3H .~ X ~~O' "cz. -------, --------- ,-- --I --------- ,------- --I I I I I I I _\__1- NEW I I I I I I I I I I I I I I I I I I I I I I I I I I I I If' F,<N BEAl.l ! I I I I I I I I I I I I I I I - - /" x I'" ANGLE I I I ," X '"jANGLE'\ I : ,. I I I I I Ii ____ -=~==---=: -d-=l==~: ==:====d== ____ ~ - 2' -.~.' -.- 2' -+ 2' -.1---.' -.f-- 2' -- ~ D.S. S' -r S' , 5' WAll. , S' ROOF g ~ a: ,. ~ ~ ..LZ. t -- ,. : I I I I I :,. : I Ij '~i- :,. I I I I I I ~ ! '~ D.S. ....../ PLAN-SHED ROOF :z1- :r RECEMNG CHANNEl. r :r HEADER ~h / :r VN..ANCE ~ --- --- --- - ----... - - bo I ;.. i # / . IJ~ --, J' (f' X 5' ~ DOOR DP 01 # ." 'If 0 --- I r----- t' X t' >.NGLE IoIIN. LEFT ELEVATION-SHED ROOF ;oJ. ~ :r RECEMNG CHANNEl. -:/'if v- :r GUTTER -----.~ -- -- ---- ---- - # 1/ r-;;-- # J" (f' X 5' ~ DOOR # 'If 0 'If --- 1 ~D.S. LEFT ELEVATION-GABLE ROOF :- EXISTiNG :,. ,..I ~ :,. NOTE ~ t I n-- -------------------- -------------------- --,I .f ,. ~- ---------- I ---------- ~ Nt II II II II II .~ II :,. II II :,. II :: ~j ---------- ---------- -1: ~ f>.r { t' X l' S.M.B. RIDGE B(N,j TYP. Ii ~ · t ---------- -:~~-=-~= J · Ii :: II /" X ," ANGLE I ,. X '" ANGLE,\ II II \1 N 11 II N ,:: I ill I~. __... ___... _ __ _1 __ _ __ _ ____ L~ I - 2' --t--- .' --f-- 2' --t-- 2' --f---- .' --t- 2' -- j : ~ ~ ~ - , 5' WALl. . 'S' ROOF DRAWINGS PRESENTED, REPRESENT A 1YPICAL ROOM SIZE AND DESIGN, AS ROOM DIMENSIONS WRY, SIZING OF ROOF AND WALL COMPONENTS WILL VARY, SEE SPAN CHARTS FOR N...LOWABLE CLEAR SPANS FOR VARIOUS PANEL/ EXTRUSION THICKNESSES AND 1YPES. USE EXTRUSIONS OR BREAK-FORMED METAL THAT CORRESPOND TO PANEL THICKNESSES FOR EACH ROOM SIZE. SEE 1YPICAl WALL SECTION AND CONNECTION DETAILS FOR FASTENER LOCATION, 1YPE, SIZE AND SPACING, 8 J a: N ;, D.S. PLAN-GABLE ROOF :r HEADER ~ /1f:r RECElV1NG CHANNEl. :r GUTTEFl / .024 X :r ROOF PANElS MIN. ------------ ---/--~-- - - --- / 'If 'If 'If # ~ __ __~ ~/4~ P~_~~~N, ~-"~_ .c~ iD: 'If D f z 'j '0 I '" "- '" I ~ .. lo I ;.. 1 ~ # # , <, # 35" X .a- WINDOW 9 TYPICAL 'If V- .024 X J' w..u. PA.~ElS ~IN. 'If f,:i ~~ j I ~D.S. b ~D.S. t' X t' ANGU: ~IN................ FRONT ELEVATION-SHED ROOF RIGHT ELEVATION-SHED ROOF -r x l' 5.".B. RIOCE B(N,j TYP;\ SIZE VAAIES. sa: B(N,j CHARTS. -r X --r IoNCLE BEAl.l ?OCKEr MIN. ==- 1[:r RECElV1NG CHANNEl. 12 _~ -~ / ~[:r VfoLA.~CE J =- _----- ljJ ~~ ~~ 7~ --~ ~__-C:2i f. 'It: /r , 'If : ~ I 'If ~ /' i! r- .024 X 3' ROOF PANElS ~IN. / # # # '0 I I '" , I "- '" , I , r .024 X :r WAll. PANELS MIN. ~ .. 'If # ~ 'If '" Jfl" X .a- WINDOW ~ j-r X --r A.'iGlE MIN. ~ I 9 TYPICAL '" 1 t--t' X -r A.~GLE MIN. t 'If 'If 'If ~DS. FRONT ELEVATION-GABLE ROOF RIGHT ELEVATION-GABLE ROOF TYPICAL GLASS ROOM ADDITION (1 2' X 1 6') ~ EXISTING NEW 0.5. 0"," !1DdJ2 Q <- r;:;, "'". lQ.=,5 ",VI ~~ @u rstz IS W '" @~ c;; [@9 f o ~ ~ ~~ !1DdJa~~~ ~ I ~ 71 1S~~tl~ t;:;l~Z(DZ,-.... ~6!l::<-oot" bzw!l::a ~w:COe ~...J"'"'" j-.,cr...J ~-ow u.- a.. "'" REVISIONS l'-l'-0Cl II1NN NlD~ II1NOCl I I I 01111111 NII1I11 NOClOCl I I I Or<"lr<"l o~.... 0Cl0Cl0Cl .!.-.Jx <(<( wOI.J.. 00 - -.J 3 z o i= <( z /~: f1~~ (~ I- ~ V Uo ~:J~ o:~ I-~ mJ o <(<( 00 ~- ~ ~O z-.J <(I.J.. ro ~~ ::)<( ro::::;El'- tf)l'- OOlD 1I1-.J~ r<"l0r<"l SCALE:. 3}16= 1'-0" DATEJ 8194 DRAWING N: ENGPLNE 1 DRAWN BY: SRD SEAl.. ~ ",Co) ~ ,,<:, c), SHEET "" ~~~ I FOR ONE PERMIT ONLY ^lNO IIVH:l3d 3NO C10.:J ~~@ -'.",35 GelS :A8 NMV~a nNld;JN3 :N VlOVl ~r(J1 0100 -..../Vl -..../3:: CD )>C ;:0;:0 . CD ..,,)> rZ O^ ~;:o 00 )>)> o Z )> =:! o Z ::E r- OO ""ofTl ~)>...4 rl (Xl (Xl (Xl ...4...40 VlVlO t I I (Xl(XlN lJ1lJ1N lJ1lJ1\D I I I (XlNlJ1 ...4OlN NNlJ1 (Xl-""/-,,,,/ 5NOI51^3/:/ --t"U~O~ P~t:::so --1 <Dr ~OI~~ ~~~9~ ~~~~ M;aM~ . --t;a r --1 I 0 ~ 0 ITifD ~ ~ 0 5@]J -o@ ~~ <D ~ ~ 8~ Bi'" ~"@J >0 zITifD --to C9 ~ X ,l ~) NOI1IOOV ~OOt1 NJJ~JS ..:JOOCJ 318Y;)-NOI1VA3l3 lH;)ICJ ..:JOOCJ 318Y;)-NOI1VA3l3 lNOCJ..:J 'S"O NIl'! ~:JV8 NJdO ~ X . ~ NIl'! NOlSfllliJCl OU.Vd J, X J, 3:JN't'1V^ S 'NI" SUNVd .JOO~ S X ~~O' 'NIl'! NOI~ OU.Yd J, X J, 'Slb"V'-O I'OClS DS .S3lc....^ 3ZIS 'd!J. rlf'3S 3~1~ "Sri'S .J. X ~ ..:JOOCJ' 03HS-NOllVi\3l3 1H;)ICJ ..:JOOCJ 03HS-NOI1Vi\31J 1NOCJ..:J 3d01S 'NI" "U IOd .t/L -- I00"f'3HS 'S'O "S'O 'NI" ~:JV8 NJdO J, X .1 "NI" NOlSf1~ OU.Vd J, X ;Z ..:JOOCJ 3l8Y;)-N'fld M3N ~NUSIX3 ~00ll ,IH ,t~~.t- ,9 "S'O '~NIJVdS ONV 3ZIS '3dAl 'NOI1YJOl CJ3N31SVJ CJOJ SlIY130 NOI1:)3NNO:) ONY NOI1:)3S llVM l"OldAl 33S '3ZIS VWOCJ H:JV3 CJOJ S3SS3N>DIH1 13NYd 01 ONOdS3CJCJO:) .l.YH1 1Y13V'4 03riCJOJ->iV3CJ8 CJO SNOISmW<3 3Sn 'S3dAl ONY S3SS3N>i:JIH1 NOISnCJlX3 (l3NVd SnOlel'v'^ CJOJ St\VdS CJV31:) 318'v'M011Y CJOJ SlelYH:) NYdS 33S ').}!'Y^ 111M SlN3NOdriOJ 11YM ON'i JOOel ..:JO ~NIZIS 'X~Y^ SN01SN3NIO NOOel SY 'N;)IS30 ONY 3ZIS riOOCJ l'v':)/dAl 'v' 1N3S3CJd3el '031N3S3CJd S;)NIM'v'CJO '~;-O II I I ,I ,I ,I II '~ ---------j---------- II "Sll;"(H;) 1'OCl8 DS 'S3IW^ 3ZIS ;;; II 'd!J. I'OClS 3~!~ 'S"""S .J. x ;Z I ;E .. II ~~.~-----------t---------- II :i I ': II II II i1' II t.; 8 ... 310N ~NUS1X3 M3N lV:)ldAl ..:JOOCJ 3l8'v'~-NOI1VA3l3 .l...:J31 "S'O "NI" ~:JV8 NJdO J, X .1 'NII'I NOlsmwo OU.Vd J, x ~ !l3J..lIY.) S "NI" NOlSnlWO OIlYd J, X J, ..:JOOel 03HS-NOllVA313 .l...:J31 ~ ..... " t" q !C ~ "NIl'! NOlSf1~ OIlYd J, X J, "NI" >OY8 NJdO J, X .1 3;)NYlV^ S 'NIl'! NOlSf1MOO OIlYd J, X J, I00"f'3HS ..:JOOCJ 03HS-N'fld 'S'O ~00ll .11 L .t-L.t- ,II "S'O ~ '! ~ ': 8 ... ': .. t" "I ~(Q)lf~ CHART SHOWS MAXIMUM CLEAR SPANS FOR ALUMINUM SNAP-N-LOCK PANELS USED IN ENCLOSED STRUCTURES. ALUMINUM SNAP-N-LOCK PANELS MAY BE USED IN EITHER A WALL OR ROOF APPLICATION. ~~~[p)CJ~Jc~[L(Q)~[K\ ~[M~[L(Q)~~[Q) ~lf[g1(UJ~u(UJ[g1~ ~~~~(UJ~ ~[p)~~ ~~~[g1u ~(Q)~[P)(Q)~~U~ [p)~[M~[L A PANEL WIND SPEED 100 M.P.H. 110 M.P.H. 120 M.P.H. L TI1K. OVERHANG 0' 1 ' 2' 3' 4' 0' 1 ' 2' 3' 4' 0' 1 ' 2' 3' 4' u l~ .024 14'-3" 14'-5" 14'-10" 1S'-6" 16'-4" 12'-6" 12'-1' 13'-2" 13'-11" 14' -10" 11'-1' 11'__9"c' <;2'-3" 13'-0" 14'-1" M ~oo ALUMINUM I u G .032 1S'-11" 16'-11" 16'-S" 1 7' - 0" 17'-10" 14'-0" 14'-1" 14'-6" 1S'-3" 16'-1" 12'-11" 13'-1" 13'-6" 14'-3" 1S'-2" < < < <<~ < < < N E , ... U G .024 16'-S" 16'-6" 1 7' - 0" 17'-10" 13'-11" 14'-1" . . . . . < < < . . , . . : , , < < < A 1S'-11" 14' - 6" 15-2" 16'-1" 12'-11" 13'-1" 13'-6" 14'-3" 1S'-2" . . . . , < M ~OO U , < FOAM, G .032 18'-4" 18'-S" 18'-9" 19'-3" 20-Q" 16'-1" 16'-3" 1 6'-1 17'-1" 18'-0" 14'-10" 15'-0" '5'-S" 16'-0" 16'-11" -.: ~.. < , < <",~ ~ E , . . . . . . . . . . . s I~ . . . . . . . '<~' , < < N .024 17'-10" 17'-11" 18'-3" 18'-10" 19'-6" 1S'-8" 1S'-9" 16'-1" 16'-9" 17'-1 14'-S" 14'-1' 1S'-0" 1S'-8" 16'-6" < < < , < < . . . . .. ". , < < , , A @OO U . . . . . . . , . . , , . . , < , p G .032 21'-S" 22'-0" E 20'-6" 20'-1 20'-11" 18'-0" 18'-1" 18'-6" 19'-0" 19'-9" 16'-8" 16'-9" 17'-1" 17'-8" 18'-5" ALUMINUM I~ .024 19'-6" 19'-1' 19'-11" 20'-S" 21'-'" 17'-1" 17'-3" 1 7'-1' , 8'-2" '8'-1'" '5'-10" 1S'-1 ," '6'-4" 16'-11" 1 7' - 9" N ~OO U G .032~ 22'-6" 22'-1' 22'-10" 23'-3" 23'-1 ," '9'-9" 19'-10" 20'-2" 20'-8" 21'-4" 18'-3" 18'-4" 18'-8" 19'-2" 19'-11" FOAM - 1.0# DENSI1Y E.P.S. L E ALUMINUM- 3105-H14/H25 ALLOY 0 I~ .024 22'-6" 22'-1' 22'-10" 23'-3" 23'-10" 19'-9" 19'-10" 20'-2" 20'-8" 21'-3" 18'-3" 18'-4" '8'-8" 19'-2" 19'-11" C ~OO u PATENT # 4,769,963 & 5,086,599 K G .032 2S'-o' 2s'-1' 25'-10" 26'-3" 26'-9" 22'-S" 22'-6" 22'-9" 23'-2" 23'-10" 20'-8" 20'-10" 2' '-1" 21'-1' 22'-2" E ~[L Uo ~lM~[L(Q)~~[Q) ~U[g1(UJ((;U(UJ[g1~ ~~o ~[p)~~ ~[HJ~[g1u [Q)~~[Q) ~ [L~~~ [L(Q)~[Q) ~lM[Q) ! (Q)[g1 ~~(Q)~ ~(Q)~[Q) A PANEL LOADING DL + LL @ 22 #/5Q. FT. DL + LL @ 32 1115 Q. FT. DL + LL @ 42 #/5Q. FT. DL + LL @ 57 #/5Q. FT. L TI1K. OVERHANG 0' l' . 2' 3' 4' 0' 1 ' 2' 3' 4' 0' 1 ' 2' 3' 4' 0' 1 ' 2' 3' 4' u ~ .024 1S'-10" 15'-1 ," 16'-4" 16'-' 1" , 7' - 9" 13'-1" 13'-3" 13'-8" 14'-S" 1S'-4" 11'-S" 11'-1' 12'-0" 12'-11" 13'-11" 9'-10" 10'-0" 10'-1 11 '-6" 12'-1' M ~OO I U G .032 17'-8" 1 7' - 9" 18'-1" 18'-8" 19'-4" 14'-8" 14'-9" 1S'-2" 15'-10" 16'-8" 12'-9" 12'-11" 13'-4" 14' -fj' 15'-1" 10'-11" 11 ,-," 11'-8" 12'-6" 13'-6" N E U G .024 17'-1' 17'-9" 18'- ," 18'-1' 19'-4" 14'-1' 14'-9" 15'-2" 15'-9" 16'-8" 12'-9" 12'-1 ," 13'-4" 14'-1" 15'-0" 10'-11" 11'-1" 11'-8" 12'-6" 13'-6" M ~OO A U G .032 20'-4" 20'-S" 20'-8" 21'-2" 21'-10" 16'-10" 16'-11" 17'-4" 17'-1 ," 18'-8" 14'-8" 14'-10" 1S'-3" 15'-10" 16'-9" 12'-1' 12'-9" 13'-3" 13'-11" 14'-11" E S X N ~oo .024 19'-9" 19'-10" 20'-1" 20'-1 21'-3" 16-4" 16'-6" 16-1 a" 1 7' - S" 18'-2" 14'-3" 14'-S" 14'-1 a" 1S'-6" 16'-4" 12'-3" 12'-S" 12'-10" 13'-8" 14'-1' A u P G .032 22'-9" 22'-10" 23'-1" 23'-3" 24'-1" 18'-10" 18'-1 ," 19'-3" 19'-9" 20'-6" 16'-S" 16'-1' 16'-11" 17'-6" 17'-10" 14'-1" 14'-3" 14'-8" 15'-4" 16'-3" E -G .024 21'-1 21'-9" 22'-0" 22'-S" 23'-1" 17'-11" 18'-0" 18'-4" 18'-11" 19'-1' 15'-8" 1S'-9" 16'-2" 16'-9" 17'-1' 13'-S" 13'-1' 14'-0" 14'-8" 1s'-1' N ~oo A U G .032 24'-1 ," 2S'-0" 2S'-3" 2S'-8" 26'-2" 20'-8" 20'-9" 21 '-1. 21-6" 22'-2" 18'-0" 18'-2" 18'-S" 19'-0" 19'-9" lS'-6" 15'-1' 16'-0" 16'-1' 17'-5" L E 0 G .024 24'-1 ," 2S'-0" 25'-3" 2S'-1' 26'-2" 20'-8" 20'-9" 21 '-0" 21'-6" 22'-2" 18'-0" 18'-2" 18'-S" 19'-0" 19'-8" 15'-6" 1S'-1' 16'-0" 16'-1' 17'-5" C ~oo A U K G .032 28'-3" 28'-4" 28'-1 28'-1 ," 29'-S" 23'-S" 23'-6" 23'-9" 24'-2" 24'-9" 20'-0' 21'-4" 22'-0" 17'-1' 17'-8" 17'-1' 19'-3" E 20'-6" 20'-10" 18'-1' REVISIONS I'-I'-N IJ"lNO NlOOJ IJ"lNN I I I 0'l1J"l'<t NIJ"lIJ"l NOJOJ I I I Ol""ll""l o~~ OJ OJ OJ ;"-lX <(<( wUlL.. 00 --l ~ Z o i= <( z ~ .J1Il ~! I-~ U~ :l~ a:~ I-i UJ o <(<( 00 0::- 0:: ~o z-l <(lL.. m . 0::0:: :)<( m~I'- U11'- OOlO 1J"l-l'<t l""l0l""l SCALE, NONE DATE: 7 94 DRAWING ;I: SPANCH28 DRAWN BY: SRD SEAL ~WV'@ml@@ ~o [ID@mlml@W~ L9o~o CIVIL ENGINEER - DEVELOPMENT CONSULTANT ~~~ 11 J9 HER8ERT STREET . PORT ORANGE. FLORIDA 32119 TEL< (904) 767-4774 FOR ONE PERMIT ONLY ^lNO 11~Cl3d 3NO ClOJ ~Q)~ tLLt-L9L (t06) 'l31 6 ~ ~ ZC 'v'OICJOl.:l '38N'v'tJO UJOd 133CJ1S lCJ38CJ3H 6C ~ ~ IN'v'llnSNOJ lN3~dOl3A30 - CJ33NI8N3 llNJ o~r @ ~lm@(ll][l1J@@] o~ @@!1!l@dJ~\Wl] ,.",3S OelS EAB NM.....~a 8SHJNlfdS :~ DN1MVi::jO ,,6 L 13.L.Va :3NON :;3'''':::>5 VlOVl -l>-r(J1 moo "-JU'l "-J3;:CD >c ;U;U . CD ,,> rZ O^ ~;u 00 >> o OJ ~-4 ~]] zC g lDn ~-4 iJ> lDr r: Z > ::! o Z ::E r- OO "nf'1 >> xr, OHlJCXl ~~o VlVIO I I I CXlCIJN (J1(J1N -l>-(J1\D I I I NN(J1 ClJmN ON(J1 N"-J"-J SNOISI^3~ - ,,6-,vl ,,6-,f'L .O-,f'l ,,L-,ll ,'<;-,ll ,'<;-,9l ..9-,SL ..Ol-,vl "S-.vl "v-,vl .L-,8l "v-,L L ,,6-,9l ..1--,9 L .r-,9l ..0 l-,Ol ..l-,Ol ,,8-,6l ..v-,6l ..f'-,6l G~O' 3 d ~ oo@ If n N ..9-,k: l ,S-,ll ..L -,ll ,,l-,l L ,,ll-,Ol ,,ll-.vL "ll-,n ..f'-.f'l .6-,ll ,,L-,l L ,S-.9l ..9-.~L .m - ,v l .S-,tl ..t-,tL .6-,!H ..l L-,[l ,,g-,L L ..O-.Ll ..( (-,9 ( tlO' ~ s ..:l l V ,S-.f'L "t-,ll ..9-,ll ,,6-,tl ,,6-,f'l ..L-,f'l 3 H "ll-,OL ..6-,Ol ,,L -,l L ..S-,lL "l-,9l "v-,Sl ..8-.vL ..f'-,tl ..L-.tl ,,9-,8l ..6-,Ll "l-,Ll "a l-,9 l ..8-,9 l G~O' a oo@ n V'l ,,ll-,ll ..6-, L L ..Ol-,Ol ..f'-,Ol ..L -,0 l "l-,tl ..l-,k:l ..v-,ll ..Ol-, L l ..8-,ll ..9-,Sl ..9-," l ,m-,n ,S-,f'l ..f'-.k: l "L-,LL ..6-,9l "l-,9l ..Ol-,Sl ,,8-,gl VGO' ~ n - N I V'l n -- 3 l ..0-. L l ..8-,6 .,L-,8 ..6-,L ,,L-,L ..ll-.l L .8-,0 L .8-,6 ..0-,6 ..Ol-,8 .6-,ll .8-. L l ..6-,OL "l-,OL ..O-,OL ..f'-,tl "f'-,f'L ..9-,lL ..0 L -.l L .Ol-,LL G~O' a ooW V n / .8-,0 l ..f'-,6 ..L-,8 ..t-,L ..l-,L ,S-,ll ..l-,Ol ,J-,6 ..S-,8 ..l-,8 .,r-,l L "O-.Il ..L-,Ol ..9-,6 ..f'-, 6 .S-,f'l .S - ,ll ..8-. L L ..l-, L l .0-, L L VGO' ~ 8 .V .~ .G . t .0 .V .~ .G . t ,0 .V .~ .G . t .0 .V .r .G . t .0 ~NlfH~3^O '>lHl S '1.::1 'OS/# Og @ II + lO '1.::1 'OS/# Sv @ II + lO 'U 'OS[# S~ @ II + lO 'U 'OS/# SG @ II + lO ~NIOlfOl 13NVd 0 CQJW(Q)U M(Q)~~ ~(Q) ! (Q]~W (Q]W(Q)U ~~~U 9 CQJW~(Q] dL~w[H]~ [Mw @]~ c~~ ~~(fl)jL~rru~jL~ ~~@](Q) ~jLw~~~jL UW ,S-,ll ..OL-,Ll ..v-,ll ..L-. Ll ..O-.ll ..O-,tl .S-,k:l .O-,f'l .6 -, II ..8-,ll ..l-,9l ,,9-,<;l ..l-,gl ..L l-.tl ..0 L -,tl G~O' 3 d 66S'990'S 'Y? ~96'69L'v # lN31Vd a oo@ \I n N SGH/vlH-SOl~ ,J-,Ol ,S-,6l ..Ol-,8l ..9-,8L ,'<;-,8l ..S-.ll ..6-,Ol ..v-,Ol ..O-,Ol ..ll-,6l ..f'-,f'l ,,L - ,ll "l-,ll .J l-.ll ..Ol-,ll VGO' \I ^OTW -V'mNlVm-W ~ s 'S'd'3 AlISN30 #O'l -VWO~ ..:l ..9l/ L -'8'S'O l V 3 H VmNIVmlV ..Ol-,6l ..L-,6L ,,L -,8 l ..f'-,8l .l-,8l ..l-.Ll ,,9-,Ol "O-,Ol ..B-,6L ,,L -,6l "LL-,ll "t-,i.l ..OL--,Ll ,,L-.ll ,,9-. Ll G~O' a oo@ "r' . . . . . . . . . n V'I .. .. ..0 L -,8 L ..L-,B L ..9-,LL "l-,LL ..L-,Ll ..L-,Ol ..S-,6L "OL-,8L ..9-,8L ..S-,9L ..6-, Ll ..L-.Ll ..L -,Ol ..f'-,Ol ..l-,Ol VGO' \I . . . . .... . . . . . . . , . . ~ n ' . , . . . . . . . . . . . . . . . . . . - N . . . , . , . , . , I ""'""" ""-' . ,VWOJ .......... .....~ "'- . . . . V'l ' . . , . . . . . . . , . . . . , . . . . , . . . . . . , . . . . . . . n - . . . . . . . ' . . . , . , ... "l-.<;l "l-.tL ,,9-,k: ( "O-.k: l ..l L-,ll ,,0-,9 L ..l-,S L ..9-.vL .L-.t L ..l L -,f' L ..l-,LL ,'<;-,9L ..6-,<;l "t - ,g L .f'-,S L G~O' 3 l a ooW V I I n / '8'S'O "S-.vL ,S-,f'L ,,L-,ll "L-,ll ..O-ll "l- ,g l ..f'-,tl ,,9-,f'L ..L-,rL "ll-,l ( "f'-,9 L ,S-,SL .6-,v L "t-,tL .l- ,v L VGO' ~ 8 .V .~ ,G . l .0 .V ,~ .G . l .0 .V .~ .G . l .0 ~N'v'H~3^O '>lHl S ~jL~~(Q)@][W](Q)~ 'H'd'V'/ OGl 'H'd'V'/ o II 'H'd'V'/ OOl 033dS ONIM 13NVd 0 U~~W@] jL~w~~ ~W@]~ ~rnJ[w]~~~ ~~(fl)dL~rru~jL~ ~~@](Q) @]W[M~D~UW~ . 'NO/1VJllddV JOO~ ~O llVM V ~3Hl13 NI 03Sn 38 ^V~ Sl3NVd dVNS- JlVH 'S3~nlJn~lS N3dO NI 03Sn Sl3NVd dVNS-JlVH ~OJ SNVdS ~V3lJ ~n~lxv~ SMOHS l~VHJ ~JL(Q)[M ~I VI I ~ ~ V' Q./