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FLS2004-02011 (2) FLS2004-020 11 1209 N FT HARRISON AVE DNT PETROLEUM INC PLANNER OF RECORD: JVS ATLAS # 268B ZONING: C LAND USE: CG RECEIVED: 02/27/2004 INCOMPLETE: COMPLETE: MAPS: PHOTOS: STAFF REPORT: DRC: CDB: CL WCoverSheet 3rJ"fl7Tffff.o-.uc ~,~~(~\~LOF r'YF;ro:>.;;, ,,~~:'\. 'iSl""""",.,Ibl'F= ..~~.:....." -, //"" ..~"..'....' I ~~~""'~'" v~-..,., \ ""!. \ft.i ... II' 'la, q~",~-...'I.\ I,,!it,;;, \~ .... ~ l:1~--=' - ~"l :r.:~ ~: '" ifli'\ ':.. ,.. ""-~=-- ;:;:; II:, ';.~.~,-~~ ,,<rS'--:~ '0 ~___ --- J_t \ ....... If/.~'#m'' ~'\;~~'t <'q"'#~X~~'~J. 0 C I T Y 0 F C L'''E it R W ATE R LoNG RANGE PlANNING DEVELOPMENT REvIEW PlANNING DEPARTMENT POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTIE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562-4576 June 23, 2004 Mr. George Moritz 2743 Kumquat Drive Clearwater, FL 33759 RE: Development Order regarding case FLS2004-02011 at 1209 N. Ft. Harrison Avenue Dear Mr. Moritz: This letter constitutes a Development Order pursuant to Section 4-202.E of the Community Development Code. On April 1, 2004, the Development Review Committee (DRC) reviewed your application for Flexible Standard Development for a reduction in front (west) setback from 25 feet to 15 feet to pavement for the expansion of an existing automobile service station from 413 square feet to a 1,200 square foot, under the provisions of Section 2-703.D. The DRC recommended approval of the application with the following bases and conditions: Bases for approval: 1. The proposal complies with criteria under the provisions of Section 2-902.G.; 2. The proposal complies with criteria under the Downtown District Design Guidelines; 3. The plan complies with General Applicability Criteria under the provisions of Section 3-913; and 4. The proposed development is compatible with the surrounding area. Conditions of Approval: 1. That the palms shown on the plan be listed in the schedule prior to building permit; 2. That a revised plant schedule must be done to include the quantity, size, spacing and materials for all proposed plantings prior to bUIldmg permIt; 3. That the large metal storage unit be removed prior to issuance of any building permits; and 4. That the signage be approved by the Comprehensive Sign Program (SGN2004-02011) prior to issuance of any sign permits. I concur with the findings of the Development Review Committee and, through this letter, approve your application for Flexible Standard Development with the above four conditions. The approval is based on and must adhere to the site plan and application dated received February 27, 2004 and additional supporting materials dated received June 7,2004. BRIAN J AUNGST, MAYOR-COMMISSIONER WHITNEY GRAY, VICE MAYOR-COMMISSIONER HoYr HAMilTON, COM'vIlSSIONER FRANK HIBBARD, COMMISSIONER * BILI.JONSON, COMMISSIONER "EQUAl EM PI OYMENT AND AFFIRMATIVE ACTION EMPLOYER" June 23, 2004 Moritz - Page Two "'- Pursuant to Section 4-303, an application for a building permit shall be made witlftn' one year of Flexible Standard Development approval (June 23, 2004). All required certificates of occupancy shall be obtained within one year of the date of issuance of the building permit. Time frames do not change with successive owners. ft " ,.,.) The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. Pursuant to Section 4-502.A, an appeal may be initiated within seven days of the date the Development Order is issued by an applicant or property owners within the required notice area and who presented competent substantial evidence in the Level One review. A copy of the Development Order is being sent to those surrounding property owners who presented competent substantial evidence in the Level One review. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. If you have any questions, please do not hesitate to call John Schodtler, Development Review Specialist at 727-562-4604. You can access zoning for parcels within the City through our website: www.c1earwater-fl.com. * Make Us YourPavorite! Sincerely yours, S \Planmng Department\C D B\Standard Aex\Pendmg Cases\2. Reviewed and Pending\Ft Hamson Ave N 1209 DNT Petroleum (C) JVS\Ft Hamson Ave N 1209 Development Order doc .- sIC - / 3.6 .00 F~_~E~U_\LJ2I~~~~8~K~INI-- II 0\ ~ ~k--/------- ; lOo~f ~~ SIG~ ~!~ ~/1~! @ , 1 , I , I , i , 310.55 , 0::: -I ~ - - -EXIST CONC.ACROSS THE FRO ~I LL o 16' ,0 I~ 29,85 , I I ,. \i: ,. II ,. I. ,. I- :. II ,. I- ,. ~ 32.2 o CENI ZON\N - - - - o 29.35 - - - \ 22.00 -- ... - .1 , . I · , . I .. , . I · , . I · , . I . , . I · , . I . , . I. , . , . , I I · ~ t I" . II EXIST 4 MAIN I : 'I ~ !LD::. DRAIN:::J ,/ E 1ST CANOPY SU pbi T CqLS EV,IST GAS re i PS . \ - ~ - - _ C\J _...::5.- . 1_ :, I' ~ I ~ ~ __ =- ~. . II <t I ---e=,._Ch-lw · I E X 1ST S E WE ~ 5 ~ - ~, z - - ,- ""' - _ _ ~ 'II TAP 20.0 Ft. w I irr'C I ---l ~ - - ""' - - ,~ NORTH OF ~ : : v ) · · II MAN H 0 L E : 'il : I .U. i I S::2 ~ E~S 9 FT. LONG ^ 0 I ~, \ D X r Fl WIDE RAMP UXiSTING U I 30.21: : . I'. MANHOLE : r--\ : 1.4 · LL ::) . '. : ' m _ - - - - =- I. 0 u........ di'.....~.............. '. U) I. '. i. '. I. '. I. , o I~ co ILl) 31.37 ..-- , r - 1- - - 1- ........ ....................... 32.8 f- Ul X W 30,74 , I- ILL ,0 ,~ ,N I , I , I 30,45 '. I. '. I. '. I. '. Ii '. I. ~ \i: 'I , I- 'I I. '. I- '. o I ~ o L- ~- It 10 o I..q- N I 32.8 - - ~ - 32.4 "e" \ - - - - - - - - - - ~_......" 12 " --l --- 36" OAK _\--- o z o ---! :) rn co 1 I L.(), I- "--1 3: 16" OAK ~ 1 :,u 10 Z Z o N '(f) 10 '2 Ig ,- I~ 32.7 I I , I I I ----- -1MO Fl. SID ------ -UiLDIG-SE18~CK LINE 28" OAK 30.7 29.85 f-=' u.... . . I I I I I I EXfSTING P LAN S I T E 1/10" = 1'-0" EXIST 6" WA TER MAIN ALONG CURB IN GRASS - - - ADJACEN 32.6 - - ZONING u ~ WHERE FOR~Al JOB OBSERVATION IS NOT PART Of DESIGN SER'v1CE. OR WHERE THOROUGH IN~SnGA TION IS NOT ORDERED OR ALLOl'tfD. OR 'M-iERE PERSONS OTHER THAN THE DESIGNER ASSUME CONTROl OVfR THE TIME ALLOnED FOR DESIGN INVfSTIGA TION AND DRAfTlNG, OR BRING. UNDUE PRESSURE ON THE DESIGNERS TO INJUDtOOUSl Y U') BRING THE DESIGN PROC(SS TO A PREMATURE CONCLUSION. THE DESIGNERS SHALL IN NO WAY BE HELD RESPONSIBLE FOR ANY DESIGN :z DEFlCIENaES CAUSED THEREBY. THE ~NERAL CONTRACTOR SHALL 0 BE RESPONSIBLE FOR PROPER EXECUTION AND FOR NOTIFYING THE r== DESIGNERS OF ANY APPARENT DISCREPANCIES BEFORE CONSTRUCTION a BEGINS. NO PLAN SHAll BE DEEMED THOROUGHLY IN\{STIGA TED THAT DOES NOT BEAR THE OffiCIAL PROfESSIONAL SEAL AND SIGNATURE Of a THE DESIGNER. WHERE SPEOAL ENGINEERING MAY BE REQUIRED. IT SHALL <t: BE THE RESPONSIBILITY OF THE CONTRACTOR TO PRO'v1DE SAME. ANY CHANGES :z MADE TO THIS PlAN BY PERSONS OTHER THAN THE DESIGNERS OR THEIR AGENTS 0 WITHOUT THEIR KNOWLEDGE AND CONSENT SHAll NULUFY AU FURTHER RESPONSIBILITY OF THE DESIGNERS OR THEIR AGENTS TO THE WENT. THIS SET OF DRA'MNGS r== CONSTITUTES THE SOlE INSTRUMENT OF SER'v1CE. ANY OTHER DESIGN CHA.to.IGES OR <t: ASSISTANCE OR AD'v1CE SHALL CONSTITUTE SUPPLEMENTARY SER'v1CES AND I--U') SHAU BE CHAR~D TO THE QIENT AT THE CONTRACT RATE. ANY USE OF TtiIS PLAN SHAll CREATE AN ENFORCEABLE LEGAL CONTRACT ADDENDUI-.l TO THE BASIC DESIGN CONTRACT OF RECORD TO INQUDE EACH U') PRO'v1S1ON OF THIS NOTE BETWEEN PARTIES INVOl VfD. THE DESIGNERS SHALL <t: BE SOlE JUDGE WITH RESPECT TO ALL INTERPRETATION OF THE FOREGOING. 0 CONTENTS 1 . EXISTING SITE PLAN 2. SITE PLAN APPR9YED 1 CASE # ':l-LSd--o\r-~OdCl CASE lYPE . FL3 DRe DATE O~ l:) '-- () <l' CDB DATE SIGNATURE _~ DATE o~ ~ DEVELOPED SI-rE PLAN 3. SITE LANDSCAPE PLAN 4. FOUNDA TION PLAN , -rERMITES, & PLUMBING 5. EXIST FLOOR PLAN & REMODELED FLOOR PLAN 6. EXTERIOR ELEVA-rIONS 7. STRUCTURAL "A" & s-rRUCT. DETAILS SECTION 8. STRUCTURAL "8" & ROOF FRAMING PLAN SECTION 9. STRuc-rURAL "C" & STRUCT. DETAILS SECTION 10. REMODELED H. V.A.C. AND ELECTRICAL PLANS THIS PLAN WAS PREPARED EXCLUSI'VEl Y FOR DNT PETRCUUM. INC. FOR ADDITION AMD REMODELING OF A GAS STATION AT 1209 N. FT. HARRISON QEARWATER, FLORIDA. LOTS 8, 9. & 10. ENGHURST ADDITION TO CLEARWATER ALL RIGHTS ARE RESERVED TO THE DESIGNERS. MORITZ DESIGN OF CLEARWATER. FL. ANY USE OF THESE DOCUMENTS OTHER THAN BY THE O~ER OR BY HIS DIRECTION IS STRICTLY PROHIBITED UNDER THE LAW. ANY UNAUTHORIZED USE IS PROHIBITED UNDER THE PROVISIONS or THE FEDERAL copy RIGHT ACT OF 1976 AND ALL RE'v1S10NS THERETO. INCLUDING THOSE ADOPTED UNDER THE JUDICIAL IMPROvrMENTS ACT OF 1990. PUBLIC LAW 101-650 EFFECTIVE OCT. 1, 1992. IN PARTICULAR PART 202. AR(}iITECTURAL WORKS. ALSO UNDER TITLE 17, U.S. CODE, AND ARTICLE 6, A.I.A. CONTRACT FOR THE PROVISION ($ ARCHITECTURAL SERVICES, DOCUMENT B-141 AND All OTHER FEDERAL. STATE, AND LOCAL LAWS RESPECTING THE PRO'v1S1ON OF PROFESSIONAL DESIGN SERVICES. ALL JURISDICTIONS AND OTHER INTERESTS SHALL 1 AKE CAUTION THAT WITHOUT THE DATED SIGNATURE AND THE ($FICIAl IhlPRESSION SEAL OF THE DESIGNER, THIS IS NOT A LEGAL COPY ANOTHER INSPIRED DESIGN FROM @2003 MORITZ DESIGN, ALL RIGHTS RESERV~D ..... I certify that the struct(;re end appurtenances described on these plans has been designed to be in 1'/ compliance with Section 1606 of the Standard Bundln~ with design loods from ASCE 7-95/6 ./ .' (ANSI 7-95/6 (ANSI A58.1) basic wind speed 130 mph, three second gust. importance foetor Category r.! (at hurricane ocean line) Velocity Pressure xposure Coefficient and Gust Effect Factors for Ex.posure C.-".\ :'\ Paul E. Hagler, P.E. Consulting Engineer (727) 738 - 1330 Heather Ridge Boulevard Dunedin. Fl. 34698 This plan is certified for STRUCTURE ONLY .r- ,-.. '----" ,-.. .-...- ~ - -:-'.., >- !J:l / " '-' :::::J i <: <{ :l::: a _J Li.... ~ 0::: ~ <: 3: 0::: ~ w . ~ -.J U . U Z .. ~ :::> w -.J o ~ w a... I- :z o 0:::: o l..&.... o Z -.J W o o ~ W 0:::: ~ I..o.J F' ~ .......- ~....- -- ,.....-- -- ~ -'------ -- -., ',--- ----- -- ----- =-'--..- -',,::--' 0.... .... - - ~~- ~ -,.-.- ~" .::"... ~ o ~ 7"')r" ~-..:;.;>- 5'::::::'- < :i:<~~ --'L III rJ'; ';./!,...- ...... r.D ,..., '" Z ~ ~ ('1 c:: i '----/ . r.D -0:::'" en ~ @- W <( ,-., ~ ~~ '---' <( <S < d~ N :B ' 0::: r-- 0 - ~ rY ~ t', O ::5';':: o '-"L- ~i- :2 ::> <{. . ~~ ,..., 0 "" .c r---- CL N LOTS 8, 9, & 10 ENGHURST ADDITION TO CLEARWA TER CITY OF CLEARWA TER, FL. CITY OF CLEARWATER ZONING "c" ...........: ~~ '-'-' i- U(5 ~- o~ Z ~a.. c..? uO _ uU Vl<{. L....J 0 o ~ i::::' Cl o ~ '$ N W !:l::: l-:2w~ o::~8w o ~u!:l::: :::!: W . Vl a.. Vl i- """;::.:::;;(5 Oir-- a _!:l::: N -' u..J --' ....---..-'F'< (9 :;t ;:: ~w 0.-= 0.0 CJ r~ >=<.. ." '- (J) tU W ,> !1J~ (5) ; ~21r\ \ .~ ~ .)~ ~ << ' ! Ui ~ ~-~'. _.-';;.~"" -....-... '\ ;)! \J --' <C Z. -- (!) - a::: o ~ o ~ e'-! t:=: "" l.!:'~\ e= Z :::> -... , . 01 OF 10 RECONFIGURE THE EXIST CURB AT BOTr! SIDES TO MAINTAIN THE 10. 0 FT.~ TO THE PROPERTY LINE EXIST SIGN RAISED '-BOVE I SIGHT TRIANG ONilC S 30 0 29,35 . - - - - - - - - _"~ -' 29,85 32.2 32.4 ADJACENl ZONING "e" - ,- -' - - - - - - ,- -' - ,- - 5 FT WIDE SIDE BUFFER ~-- -,- - ,_. - ,- - - - 122.00 LO 20 FT. X OF SIGHT T I , I , I , I , I , , , I , I , I , , I I , I I I , , I I , I , I , I I ! MOVE EXISTING I SIGN ROM , I TO T IS LO , I , I I I , I , zl 0, UJI 0:::::, ~I I' I 1-1 '20 FT. X 20 FT. L NE 0::::: OF SIG T TRIANGL 0' LLI , ~, 0:::::' 0/ Z ' I I <I u' I , I I I , il 29.85 10.00 FJ. i--3r6 2 YD. U M PS TE I I I OPAQU~ WOOD FENC EN SEE D~T AILS SHEET 16 : , ! NEW bONC ACCES , ! DRIV~ : ~2 FT. CONC. S~ILL WA Y I 20 FT. X 20 FT. LINE ~~ROUGH CURB ~9 BLACK ~OP OF SIGHT TRIANG E I~ / // I I I " , " :' , ': 30.55' r---- o o ..q-- CUT CURB FOR TRUCK ACCESS TO DUMPSTER / AND PARKING 6" CONC. CURB AROUND AREAS AS SHOWN w o 3: f-- LL 31.37 - "'- -.,- LD r---- , r x _..,_.,-' ........ ......................... DOWN z W f-- W 0::: C) Z o --.J o o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - i o z. o -.J :::::> o 24 FT. 10 EXI FO G f-- LL r---- co NEW 5'-0" WIDE CONC. WALK ACROSS THE FRONT__________ '-'- -'t_ ~ _,~, 6" CONC. CURB -- -, AROUND AR S AS SHOWN . . EXIST 4" MAIN: 8 I- 30.21LL o LD o . . . . . . . . . ,; . . . . . . . . . . . . . . . : 31.4 BLDG DRAIN I- (J) x w u z o u I- (f) x w ,0 I~ ,-.J O.74!~ MIN, 28 FT. TURNII\jG RADII (3)!~" ~~bltREBfiJT:PROVIDED FOR BL~~ e!Mrn~~CY VEHICALS ,u- I~ 6" CONC. CURB ,U- : 10 AROUND AREA . ~ = i~ AS ~HE~~~TO T~,=~;rr=m\9 ~URB ~ ,,' RO D ~-zlJ-~ NTAIN THE 6 CO~C. CURB A UN ;Y LINE P ARKI~G AND LANDS AS SHCDWN f~E~'jkID~ 20 RECONFIGURE TH EXIS A T BOTH SIDES 0 M 10.0 FT. TO THE PROP I I I I I I I I I I r----------------------J I I I I I , I I I I I I _ __..J THIS PLAN WAS PREPARED EXQUSIVEL Y fOR DNT PETROLEUM, INC. FOR ADDITION AMD REMOOEUNG or A GAS STATION AT 1209 N. H HARRISOO CLEARWA TER. FLORIDA. LOTS 8, 9. & 10, ENGHURST ADDITION TO CLEARWA TER ALL RIGHTS ARE RESERV[O TO THE DESIGNERS, MORITZ DESIGN Of QEARWA TER. FL. ANY USE or THESE DOCUMENTS OTHER THAN BY THE OYH:R OR BY HIS DIRECTION IS STRICTLY PROHIBITED UNDER THE LAW. ANY UNAUTHORIZED USE IS PROHIBITED UNDER THE PROVISIONS (1' THE FEDERAL copy RIGHT ACT (1' 1976 AND ALL REVISIONS THERETO. INCLUDING THOSE ADOPTED UNDER THE JJDIOAL IMPROVEMENTS ACT Of 1990. PUBLIC LAW 101-650 EffECTIVE OCT. 1. 1992. IN PARTICUlAR PART 202. ARCHITECTURAL WORKS. ALSO UNDER TITLE 17, U.S. CODE, AND ARTICLE 6. AI.A CONTRACT FOR THE PROVISION OF ARCHITECTURAL SERVICES. DOCUMENT 8-141 AND ALL OTHER fEDERAL, STATE, AND LOCAL LAWS RESPECTING THE PROVISION Of PROfESSIONAL DESIGN SERVICES. ALL JJRISDICTIONS AND OTHER INTERESTS SHALL TAKE CAUTION THAT 'MTHOOT THE DATED SIGNATURE AND THE OffiCIAL IMPRESSION SEAL Of THE DESIGNER, THIS IS NOT A LEGAL COPY 30.45 32.6 ,._1'_ -"- ._,,'-1' _,. -"-" -,,-,,-,. -,...."- .-"-' -,,-,'-' ",J_' _\,~' ,-,,-' -' 122,00 -,,-"- \ ADJACENl ZONING , D EVE LOP E 0 J , "c" 1/10" = 1'-0" _P LAN SIT E EXIST 6" WATER MAIN ALONG CURB IN GRASS GAS STATION 1209 N. FT. HARRISON MAY 23, 2002 LOTS 8, 9, & 10 ENGHURST ADDITION TO CLEARWA TER CITY OF CLEARWATER, FL. CITY OF CLEARWA TER ZONING "c" SETBACKS: 25.00 FT. FRONT, 6.0 FT. SIDES, 20.0 FT. REAR \- ~ - ' I 1 12 LL :::) en 0::: <:: w 0::: LOT w o 3!: f-- LL STORM WA TER RETENTION CALCLULA TIONS N'r'~, j.,-.'r r, 'c::: ' !.. \", rJl}-," K 'U'I;, I Lf ,.' _", y v~ TO BE ADDED 789 SQ. FT. 184 SO. FT. 222 SQ. FT. 1006 SQ. FT. 43 SO. FT. 2241 SO. FT. 804 SQ. FT. 1437 SQ. FT. EXISTING PAVEMENT TO BE REMOVED ACTUAL SQ FT. REMOVED ,.-." , I r". r >-0/' I! Lj' i f\-i r UVIL '.'1V A T THE CURB 980 SO FT 50 % SO. FT. ALLOWED 490 SQ. FT. 202 SO FT. WALK DUMPSTER PpRKiNG ICE MACHINE TOTAL LESS CREDI T A T THE BUILDING 404 SO. FT. SIDE REALLlGNMENT PAR A MET E R S COMPARISON TOTAL LOT AREA = 19,212.34 DIV. BY 43.560 = .441 ACRES N EXISTING BUILDING BUILDING ADDITION TOTAL NEW BUILDING = = 413.48 SQ. FT 786.52 SQ FT. 1,200 SQ. FT. = EXISTING CONC. WALK AT THE FRONT = 208 SO. FT. EXISTING RAMP & CURB = 44 SO FT. EXIST CIRCULAR PARKING & GAS PUMP PAVING = 8.969 SQ. FTG. THE LOT IN ITS PRESENT STATE: EXISTING BUILDING = 413,48 SO. FT. EXISTING WALK = 208 SO. FT. EXIST CIRCULAR PARKING & GAS PUMP PAVING = EXISTING REAR SLAB = 63 SO. FT. 8,969 SQ. FTG. TOTAL EXISTING GROUND COVER = 9653.48 EXISTING GREEN SPACE = 9558.86 SO. FT. EXIST GREEN SPACE IS 49.8 % I '-1 I :0 I~ .co ~LO ~ 1 SfI10WN HATCHED 1 ...J ,-,,-"-' ~ 5'-0" - EXIST CONC ,- SIDEWALK 7'-6" - PLANNTING AREA 224 SO. Fl 112 SO. FT. 804 SQ, FT. TOTALS 1608 SQ. FT. . REOD RETEN THE LOT AFTER DEVELOPMENT IN THIS CONSTRUCTION AREAS WITH INCREASE IN COVER: NEW BUILDING ADDITION = 786.52 SO. FT. NEW FRONT WALK = 184 SO. FT. NEW DUMPSTER DRIVE AND PAD = 222 SO. Fl (2) NEW PARKING AREAS = 1.006 SO Fl NEW ICE MACHINE PAD = 43 SO, FT. 1 HOUR 50 YEAR STORM = 4 INCHES RUN OFF COEFFICIENT = REMODELED . 0.9 - EXIST. 0.2 = O. ~ " 1437 X 4 X 0.7 = 335.3 CU FT. 12 REOD RETENTION POND X SECT. = 5.5 SQ. FT L = 75 FT. VOL = 5.5 X 75 - 412.2 CU. FT. PROVIDED ARE A S WI TH E X 1ST P A VIN G REM 0 VE 0: NEW PLANTER CUT OUT AT THE CURB = 980 SO. FT, (2) NEW PLANTER CUT OUTS AT THE BUILDING = 404 SQ, FT, (2) SIDE REALLlGNMENTS AT STREET = 224 SO. Fl NET TOTAL EXISTING PLUS NEW GROUND COVER IS 9959 SO. Fl TOTAL NEW GROUND COVER = 9.959 SQ. FT. FROM THE NEW COVER OF 9,959 SQ FT. SUBTRACT THE EXIST COVER OF 9.653.48 SO. FT. RESULTING IN A NET ADDITION OF COVER OF (+) 305,52 SO. FT. THE NEW GREEN SPACE IS 9,253.34 SQ, FT. OR 48 % 7'-6" RETENTION POND (3) 16" LONG CURB CUTS BLACK TOP TO RETENTION BLACK :OP yRKING SURFACY 6" CONC. CURB SECTION ACROSS 15 FT. WIDE RETENTION & ... LANDSCAPING AT THE CURB 1 /2" = l' - 0" 2 <( -l X <( 2 I SITE LIGHTING DETAIL LIGHT FIXTURES VISIBLE FROM THE BDUNDARIES OF THE PARCEL SHALL BE CUT OFF LIGHTS WHERE DIRECT ILLUMINA TION IS CUT OFF ABOVE 40 DEGREES BELOWQ HORIZONTAL AS SHOWN. THE LIGHT FIXTURES SHALL BE LOCATED SO THAT OBJECTS OR LAND BEYOUND SAID BOUNDARIES ARE NOT ILLUMINATED BEYONDD PRODUCING A DIFUSE SHADOW - 1 - - - - ~ r c: -::J - w (J) ::) -.J <I:: I- Z W o U) w 0:::: ::r I- 3: / I . -' '0-" I , , I '...._/ '0-" I I I I '...._"" O '-', I \ I I '...-..... '0-" I \ \ I '...._/ () '0-" I I I I '.....-.... '0-" I \ , I '....-.... o z z o N I- Z W U <C ~ o <C '0-" I \ \ I '..._/ '0-" I \ I I '...._/ .-,.- _._1 I L ) (8) EXI T 150 W CANOPY PRISM LI GH TS L, ' , , ~ : , ______:.J , , \RELOCATE CREOSOTE ~OLE wi (2) 2.50 W LIGHTS 5EDUCE HEIGHT_ TQMAX-. ti3 -FEET. - - LIGHTING P LAN 1 /20" = l' _ou r")r") o Or") 000 NNO . N NN T-Nr") r") o~~~ 0000 NOOO NNN N r")~ <.0 f'.. N~N..- o '1- .. =:>0CL 0 . . . >- <c:::::>w txu mm <( <CUi ~w ww .."""= 0::: 0 u- u- ...c. . -..J LA- .. Ck:: ~ < 3: Ck:: < w ...:.r u . u :z .. ~ ::;:) W -.J o ~ w a... t-- Z o (k: o LA- ~ z ::J w o o ~ w Ck:: ~ V) Z o r= a Cl < Z o r= < l- V) V) <2:: <-' w ~ 1= 0> Ui........ f"-. <0 r<}N r<}Ui Z....Jf"-. (,) L... I .<0 - a:: N (n w I'- v J I- -......- W< O ~ z a:: < < ....J ~O- U I N . <0 . N I- ~ I'- 0:::: I- R <"'I 0::::>1'- 0-......- :2 ~ .. :::.:: :g r<) 0 oq- ..r::. I'- 0- N .............: ~~ ~.... z13 ~~ z ~~ S:? ~ (J Vl<. W 0 a ~t::: 0 N 8~ ~ ~ ~8 ~ ~ ~(J e::: ~ It tn 1:2 nS=>C5 25 ~ii: N t.J'-' r::.. ::;:j ~ ;;:i I.8J < 1= ~a> 0...."., 0,,0 U,! ..... . ~ ~ > W<t U) (PI ! , S .~ ,,)) ~ if I I I 14 M\NNG SET BACK LlNE_-------------, _~-8~~-f_--------- i I I I I I I , I , I I I , ! 32 9 I I I ._..--t-. - .-" I w ~ I W <C f ~ I ~ ~ o ~ IN I I I I ./- I I , 3Q.7 I I I ONfTRUCTI N AREA I AD~ 5 FT X 8.5 FT COt\JC PAD OR ICE MAfHINE 4 FT. WOOD FENCE & GA TE AROUND ICE MAC I I _-----J 32.3 - - -- -O-FT SIDE EiUILOING- SET BACK -LINE -------32.0 10.0 . 'MiERE FORMAL JOB OBSERVATION IS NOT PART OF DESIGN SERVICE. OR 'MiERE THOROOGH INVESTICATION IS NOT ORDERED OR ALLO\\{D, OR 'MiERE PERSONS OTHER THAN THE DESIGNER ASSUME CONTROL. OVER THE TIME AUOTTED fOR DESIGN INI,fSnCATION AND DRAfTING. OR BRING UNDUE PRESSURE ON THE DESIGNERS TO INJJOlCIOUSl Y BRING THE DESIGN PROCESS TO A PREMA TURE CONQUSlON. THE DESIGNERS SHALL IN NO WAY BE HELD RESPONSIBLE fOR ANY DESIGN DEFICIENOES CAUSED THEREBY. TI-lE GENERAL CONTRACTOR SHALL BE RESPONSIBLE fOR PROPER EXECUTION AND fOR NOTIFYING THE DESIGNERS OF ANY APPARENT DfSCREPANOES BEfORE CONSTRUCTION BEGINS. NO PlAN SHAll BE DEEMED THOROUca Y INVESTIGATED THAT DOCS NOT BEAR THE OFflOAL PROfESSI().lAl SEAL AND SI(~A TURE OF THE DESIGNER. 'MiERE SPECIAL ENGINEERING MAY BE REQUIRED. IT SHALL BE THE RESPONSlBIUTY OF THE CONTRACTOR TO PROVIDE SAME. ANY CHANGES MADE TO THIS PlAN BY PERSONS OTHER THAN TI-lE DESIGNERS OR TI-lElR AGENTS W1lHOUT THEIR KNOYtlDGE AND CONSENT SHALL NUlUfY ALL fURTI-lER RESPONSlBIUTY OF THE DESIGNERS OR THEIR AGENTS TO THE QIENT. THIS SET OF DRAWlNGS CONSTITUTES THE SQE INSTRUMENT OF SERVICE. ANY OTHER DESIGN CHANGES OR ASSISTANCE OR ADVICE SHAlL CONSTITUTE SUPPlEMENTARY SER\ACES AND SHALL BE CHARGED TO THE CUENT AT THE CONTRACT RATE. ANY Us[ OF THIS PLAN SHALL CREATE AN ENFORCEABLE LEGAl CONTRACT ADDENOUM TO THE BASIC DESIGN CONTRACT Of RECORD TO INClUDE EACH PROVISION OF THIS NOTE BETVI(IN PARTIES IN\oU.VED. TI-lE DESIGNERS SHALL BE SQE JUDGE VI1TH RESPECT TO ALL IN1ERPRETAiJON Of TI-lE FOREGOING. THESE PLANS SHALL INCLUDE ADHERANCE TO FLORIDA FIRE PREVENTION CODE 2001 A MINIMUM 40-BC FIRE EXTINGUISHER SHLL BE PROVIDED WITHIN 100 FEE' OF PUMPS. THERE SHALL BE AT LEAST ONE ATTENDANT ON DUTY AND PRESENT ON THE PREMISES DURING BUSINESS HOURS AS REQUIURED BY NFPA 30A SECTION 9-4.3 AND NFPA 1 SECTION 28-2.8.4,3. THE DUTIES OF THE ATTENDANT SHALL BE AS SPECIFIED BY SUBSECTION (3) OF SECTION 526.141. FLORIDA STATUTES, AND NFPA 30A. SECTION 9-4, THE EDITION AS ADOPTED IN SECTION 4A-3.012. FLORIDA ADMINISTRATIVE CODE. THE PRIMARY FUNCTION OF THE ATTENDANT SHALL BE TO SUPERVISE. OBSERVE. AND CONTROL THE DISPENSING OF CLASS 1 LIQUIDS Wl-iILE SUCH LIQUIDS RE BEING DISPENSED AS PER NFPA 1, SECTION 28- 2.8.4.3 (2000 ED.) AND NFPA 30A SECTION 9-4.7 ~ARNING SIGNS SHALL BE POSTED CONSPICUOUSLY IN THE DISPENSING AREA INCORPORATING THE i FOLLOWING OR EQUIVALENT WORDING. "WARNING, IT IS UNLAWFUL AND DANGEROUS TO : DISPENSE GASOLINE INTO UNAPPROVED CONTAINERS. NO SMOKING. STOP MOTOR." ~HE RESPOSIBILlTY OF THE ATTENDANT SHALL BE AS SET FORTH IN NFP A 30A SECTION 9- 4. 3 ~PERA TING ISTRUCTlONS SHALL BE CONSPICUOUSLY POSTED IN THE DISPENSING AREA. AS PER 1 NFPA 30A SECTION 9-4.4 i THE DISPENSING AREA SHALL AT ALL TIMES BE IN CLEAR VlEW OF THE ATTENDANT, AND THE PLACING OR ALLOWiNG OF ANY OBSTACLE TO COME BETWEEN THE DISPENSING AREA AND THE ATTENDANT CONTROL AREA SHALL BE PROHIBITED. THE ATTENDANT SHALL AT ALL TIMES BE ABLE TO COMMUNICATE WITH PERSONS IN THE DISPENSING AREA AS PER NfPA 1 SECTION 28-2.8.4.7 AND NFPA 30 A SECTION 9-4.7 I certify that the structure and appurtenances de!lCl'ibed on these plans hos been designed ta be In I compliance with Section 1606 of the Standard BuildinQ Code. with deslQn loods from ASCE 7-95/6 ~. (ANSI 7-95/6 (ANSI A58.1) basic wind speed 130 mph, three second gust. Imporlance foetor Category 1 . r _ (:;:~ko;' ::1::) p';"' ~:~::I:::"EC:::'~~rOOd ~,t Eff~;:~~' :::P~~':O:51' /~~~' I T E 1330 Heather Ridge Boulevard / ~ fY/ /' Dunedin, FI. 34698 This plan is certified for STRUCTURE ONLY IV,(JJ.. k Paul E, Hagier F,P,E. 20158 PLAN NO. 10307 SHEET NO. 2 OF 10 ~5 I I I I I I I I I I 120 FT. X 20 FT. l NE iOF SIGHT TRIAN l I I I 1 I I I I I I I 1 I 1 I I I I I I Z I 01 (J) I 0:::\ 0::: I <(I II I f-- I 0::1 0, LLI ~ i PLANT 3) SABAl 0::: I PALMS 10FT. MI C. ~ ! 30 21 ---11 ~I ul , I I 201FT. X 2 FT. LINE OF iSIGHT T IANGl I I I I I I I I I I I I , I I I I I " 32.4 29.35 . 20 FT. X OF SIGHT T SOD o D B ...- co l.[) . I~ :u.. 10 :0 l<<i :N 12FT. CONC. sPILLWAY 1 THROUGH CURB TQ BLACK TOP I ~// "," ./ , w o 3: ...- PLANT NEW/ DAHOON HOll~' 10 FT. HIGH / 2.5" CAl/ 6" CONC. CURB AROUND AREAS AS SHOWN w o 3: 30.55 31.37 G PLANT (3) ~BAl ~.._.._. PALMS 10 F0.MlN G.T-;-'---'-"-'f:>LANT NEW .-"-" .-' - ................................. DAHOON HOl : 10 FT. HIGH : 2.5" CAl a 0 ~ u.. L() r---. x z W I- W 0:: '-' Z o ....J f-- LL NEW 5'-0" WIDE CONC. WALK ACROSS THE FRONT o LD 24 FT. ~ u.. r---. CO f-- (J) X W MOVE EXISTING SIGN ROM PRES NT lOCA TI N TO TIS LO I N 6" CONC. CURB AROUND ARE AS SHOWN c PLANT NEW B DAHOON HOllY 10FT. HIGH 31.4 2.5" CAL . _0'-"-"- ----:'-"-'-2 FT. ......... XIST BO ARDS A END OF PUMPS WIDTH IN FEET - 0.74 (3) 16" LONG CURB CUTS BLACK TOP TO RETEN -~ Iu.. iO _0 ~~ 1 6" CONC. CURB AROUND AREAS AS Sl:iOWt 30.45 29.85 (2) WA TER OAK #3 ROOT PRUNING REQUIRED ALONG THIS LINE LAN 0 SeA P E 20 FT. X 20 FT. LINE OF SIGHT TRIANGLE l' - 0" 1 /1 0" - P LAN WHERE fORMAL. JOB OBSERVATION IS NOT PART Of DESIGN ~RVICE. OR \\HERE THOROlJGI INVESTIGATION IS NOT ORDERED OR ALLOM:D, OR HRE PERSONS OlHER THAN THE DESIGNER ASSUME CONTR<l OVER THE TIME ^LLOTTfO FOR DESIGN INVESTlCA TION AND DRAfTING, OR BRING UNDUE PRESSURE ON THE DESIGNERS TO INJJDIClOUSl Y BRING THE DESIGN PROCESS TO Ie. PREMATURE CONClUSION. THE DESIGNERS SHALL IN NO WAY BE HELD RESPONSIBlE fOR ANY DESIGN DEfICIENCIES CAU~O THEREBY. THE roaAL. COOTRACTOR SHAll BE RESPONSIBlE fOR PROPER EXECUTION AND FOR NOTIFYING THE DESIGNERS ($ ANY APPARENT DISCREPANCIES BEFORE CONS1RIJCTlON BEGINs. NO PLAN SHALL BE DmAED TH<:lROU<H. Y !N\{STlGATEO THAT DOCS NOT BEAR THE crOOAl PRCfESSlONAl ~ AND SIGNA lURE cr THE DESIGNER. WHERE ~ClAL. ENGINEERING WAY BE REOOIRED, IT SHAlL BE THE RESPONSiBILITY \6 THE CONTRACTOR TO PROVIDE $AU[. I>Jt4Y CHAN<IS MADE TO THIS PlAN BY PERSONS OTHER THAN THE DESKHRS OR THEIR ~TS YATHOUT THEIR KNOVlEO(l AND CONSENT SHALl NULlIFY ALl FURTHER RESPONSIBILITY ($ THE DESIGNERS OR THEIR AGENTS TO THE ctJENT. THIS ~T ($ ORAYttNGS CONSTllUlES THE SQ.( INSTRUMENT ($~. ANY 01HER DESIGN CHAN{tS OR ASS/STANe[ OR ADVICE SHAll. OONSTllUTE SUPPLOo4ENTARY SERVICES AND SHAlL BE Ci'\AROO) TO.* ClOt AT THE COtflAACT RATE. MY U~ ($ 'tHIS PLAN 9W.l CRo.TE AN ENfOOCEAaE lEGAL CONTRACT AOOENOUM TO THE .BASlC DESIGN ()()tffAAtt. ('I RECORO TO INClUDE EACH PROVISI(lf rs THIS NOTE BET\I{EN PARllES 1N\<<.\lED. . THE .00SlGNtRS SHAll- BE nE .,IJOOE YAni RESPrCl TO AllINTEfWRETA TJiit. f$. THE FOREOOING. . ~. - . THIS PLAN WAS PREPARED EXCLUSl'vUY FOR ONT PETROlEUf.A. INC. FOR ADDITION AMD REMODEliNG ~ A GAS STATION AT 1209 N. fT. HARRISON QEARWATER, flORIDA. LOTS 8, 9, &: 10, ENGHURST ADDITION TO QEARWATER ALL RIGHTS ARE RESER\(D TO THE DESK:NERS. MORITZ DESIGN ~ ClEARWA ltR, Fl. ANY US[ f$ THESE DOCUMENTS OTHER THAN BY THE OYMER OR BY HIS DIRECTION IS STRlCTl Y PROHIBITED UNDER THE LAW. ANY UNAUTHORIZED USE IS PROHIBITED UNDER THE PROVISIONS Of THE fEDERAL COPY RIGHT ACT Of 1976 AND ALL REVISIONS THERETO. INClUDING lH~ ADOPTED UNDER ntE JJDIClAL IMPRO\{M(NTS ACT OF 1990. PUBUC LAW 101-650 EFfECTIvt: OCT. 1. 1992. IN PARTICULAR PART 202, ARCHITECTURAL WORKS. ALSO UNDER TITlE 17, U.s. CODE, AND ARTlQE 6. A.!.A. CONTRACT fOR THE PROVISION Of ARCHITECTURAL SERVICES. DOCUMENT 8-141 AND All ontER fEDERAl. STATE, AND lOCAl LAWS RESPECTINC TI-IE PROVlSlON Of PRCfESSIONAt. DESIGN SERVICES. All JJRISOICTIONS AND OTI-IER INTERESTS S1ALL TAKE CAUTION '!liAT V.THOUl THE DATED S\GtiATuRE AND 1HE ~flClAl IMPRESSION SEAL Of' THE OESJGNtR. lHlS ~s NOT A LEGAL copy . , BP GAS STATION 1209 N. FT. HARRISON LOTS 8, 9, & 10 ENGHURST ADDITION TO CLEARWATER CITY OF CLEARWATER, FL. eITY OF ClEARWATER ZONING "e" SETBACKS: 25.00 FT. FRONT, 6.0 FT. SIDES, 20.0 FT. REAR ~ FOR WASHINGTON PALM INSTALLATION rFOR CABBAGE PALM INSTALLATION TRIM 115 OF FRONDS AT TiME TRIM ALL FRONDS AT TIME OF DIGGING & PLANTING. OF DIGGING & PLANTING. RETAIN BOOTS ON TRUNK. 20 LAYERS BURLAP PAD AT SUPPORT CONTACT. NO NAILS IN TREE WOOD. 2"x4" P.T. BRACE. SPACE 3 @ 120 . TYPICAL. 2"x4" P.T. STAKE 5 3 FEET LONG g: a:: <( UJ ...J U 5" MINIMUM MULCH OOTBALL 18" MINIMUM RADIUS FROM TRUNK FINISH GRADE SHED IN AND TAMPED PLANTING SOIL MIXTURE /EXISTING SOIL PALM STAKING & PLANTING DETAIL CONTRACTOR SHALL REMOVE STAKING AND GUYING MA TERIALS AFTER ONE GROWING SEASON LANDSCAPE INSTALLATION NOTES L PLANT MATERIALS SHALL BE FLORIDA #1 OR BETTER AS GIVEN iN GRADES & STANDARDS FOR NURSERY PLANTS, FEBRUARY 1998 EDITION, PUBLISHED BY THE FLA. DEPT. OF AGRICULTURE & CONSUMER SERVICES. LOCATION Of PLANTS ON THE PLAN ARE DIAGRAMMATIC, SEE THE LANDSCAPE ARCHITECT FOR QUESTIONS ON EXACT LOCATIONS. THE PLANT MATERIALS LIST IS PROVIDED FOR THE CONVENIENCE Of THE LANDSCAPE CONTRACTOR. SHOULD THERE BE ANY DISCREPANCY BETWEEN THE PLANT LIST AND THE PLAN, THE PLAN SHALL PREVAIL. IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO ENSURE THAT ALL PLANT BED AREAS HAVE PROPER DRAINAGE FOR OPTIMUM GROWTH Of LANDSCAPE MATERIAL BEFORE INST AlLA TlON BEGINS. ALL PLANT BEDS AND TREE RINGS SHALL BE TREATED WITH A PRE-EMERGENT HERBICIDE AND THEN TOP-DRESSED WITH 5" DEEP GRADE "A" PINE BARK MULCH. TREE RINGS SHAll BE A MINIMUM OF 24" RADIUS, ALLK TREES & PALMS SHALL BE STAKED. TREES, SHRUBS, AND GROUND COVER SHALL BE INSTALLED USING THE FOLLOWING PLANTING SOIL MIX. pLANT PITS SHALL BE TWICE THE DIAMETER OF THE PLANT ROOT BALL. ONE PART HILLAARY PEAT PLANTING MIX OR APPROVED EQUAL ONE PART NATIVE SOIL (EXISTING SOil) ADD AGRIFORM FERTILIZER TABLETS TO EACH PLANT PIT. S H R U 8 S C H E D U L E ALL REQUIRED SHRUBS INDICA ITO * ARE TO BE 18 TO 24" HIGH --- SIZE OR KEY DESCRIPTION SIZE DROGHT TOLERANT SPACING A VIBURNUM 3 GAL * YES 36" O.C. S INDIAN HAWTHORN 3 GAL * YES 36" O.C. C EVERGREEHN GIANT 3 GAL * YES 36" O.C. D HIBISCUS 3 GAL * YES 36" O.C. CROWN SPREAD REMOVE DEAD & INJURED TWIGS. TRIM NO LEADERS, RETAiN NATURAL SHAPE WrlITE SURVEYOR'S TAGGING TAPE, 6" LENGTH 3 - 2"x2" STAKES DRIVEN INTO GROUND AT AN ANGLE & THEN TIGHTENED TO VERTICAL POSITION, 8' MIN. LENGTH. STAKES @ 120' ANGLE ARBOR TIE CONNECTIONS CROVv'N OF ROOTBALL SHALL BE NSTALLED LEVEL wi FINISH GRADE 5" MIN. MULCH LAYER MOUND TO FORM SAUCER BACKFILL MIXTURE 50% LANDSCAPE MIX & 50% NATIVE SOIL (EXISTING SOIL) /EXISl SUBGRADE TREE STAKING & PLANTING DETAIL CONTRACTOR SHALL REMOVE STAKES AND GUYS AFTER ONE GROWING SEASON 5" MIN. MULCH - REMOVE CONTAINER FROM ROOTBALL LANTING SOIL MIXTURE EXISTING SOIL SHRUB PLANTING DETAIL 2 STAGGER ROWS OF PLANTS BARRICADE All TREES JUST PRIOR TO PERMIT IRRIGATION NOTE ALL LANDSCAPE AREAS SHALL BE WATERED WITH AN AUTOMATIC UNDERGROUND IRRIGA TION SYSTEM WITH A RAIN-CHECK DEVICE CONNECTED TO THE CONTROLLER AS PER STATE OF FLORIDA REGULATIONS. AFTER PLANT ESTABLISHMENT, THE CONTROLLER SHALL BE SET TO OPERATE IN COMPLIANCE WITH LOCAL WATERING RESTRICTIONS. SPRA Y AND ROTOR HEAD NOZZLES SHALL BE ADJUSTED TO EUMINA TE OVERSPRA Y ONTO PAVED SURFACES. IRRIGATION SHALL PROVIDE 100% COVEERAGE. . AMPHOR #3 BERRY #2 '. AREA OF SIGN IS 48 SO FT. ON EA. OF TWO SIDES 7" ) ..;t 5' - 0" SLIVER ALUM CAP (9) HORIZ FlO. LITES NSIDE SIGN ANSLUSCENT LA TIC PANELS BOTH SIDES o I IN BP GREEN L() -BP POST AND SIGN BP GREEN C'>l I .- . N I <D . I N I N ..;t I . N ex:> I ..- ..;t Food mart 1.599 1,679 1,779 tf~[;G ie OPEN BETWEEN SUPPORTS OST5 SILVER COLOR o I co 4'-0" 1 ~ ALUMINUM HALF RND POSTS m " --------------- --------------- 1 ~ FINISH GRADE (4) 3/4" X 8" A.B. AND WASHERS 16" 4' - 0" 16" 16" x 16" x 12" CONC. PAD FOUND. REDUCE THE HEIGHT OF THE EXISTING SIGN TO 9'-0" AND MOVE TO NEW lOCATION AS SHOWN EXISTING SIGN PLAN AND ELEVATION I certify that the structure ood appurtenances described on these pions has been designed to be in compllonce with Section 1606 of the Standard lMdinlJ Code. with design loods from ASCE 7-95/6 (ANSI 7-95/6 (ANSI A58.1) b~sie ~ind speed 130 mph, three seeond gust. Importance foetor Cotegor)' 1 _ (at hurricane ocean line) VelocIty Pres9Ufe xpo3ure Coefficient OIld Gust Effect Foetors for Expo9Ufe (l: Best Copy Available Dunedin, Fl 34698 r"J r"J N"'\ 00' / 000 NN~ NN ~ ..-Nr"J . f- 00D- ::::>::::>w 4:4:(() n (}..q-.q- 0;;00 cuoo NNN0- ~<.ON . .0-.{......: NN Q. . tx<.-bj a:i0::: ;>,~w4: ~~lL.2 0> ll'l,-.... ,..... <0 I") N -;7 I") If) L:- -.J ,..... C) l.I.. I .<0 - Cl:;N (/l I.J.J ,..... V ) I- '---' w< r-... ~ Z L-.J Cl:; < < -l ::Ja.. U I N . <0 . C'>l f- [3 ,..... f"'\/ I- r:::- LL- < N 0:::>,...... o '---' ~ :2 :::> .. ~ ~ I") 0 .q- .c ,..... a.. 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UJ ~ ~ i I 8 I I PLAN NO. 10307 SHEET NO. 3 OF 10 TERMITE PROTECTION REQUIREMENTS: (per FBC 2001) Sec. 1816 - TERMITE PROTECTION: 1816. 1 Term ite protect ion shall be provided by registered termiticides or other approved methods of termite protection labeled for use os 0 preventative treatment to new construction. 1816.1.1 If soil treatment is used for subterranean termite prevention, the initial chemical soil treaatment inside foundation perimeter shall be done after all excavation, backfilling, and compaction is complete. 1816.1.2 If soil treatment is used for subterranean termite prevention, soil area disturbed after initial chemical soil treatment shall be retreated with a chemical soil treatment, including spaces boxed or formed. 1816.1.3 If soil treatment is used for subterranean termite prevention, space in concrete floors boxed out or formed for the subsequent installation of plumbing traps, drains, or for any other purpose shall be created by using plastic or metal permanently placed forms of sufficient depth to eliminate any plonned soil disturbance after initial chemical soil treatment. 1816.1.4 If soil treatment is used for subterranean termite protection, chemically treated soil shall be protected with a minimum 6 mil vapor retarder to protect against rainfall dilution. If rainfall occurs before vapor retarder placement. re-treatment is required. Any work, including placement of reinforcing steel, done after chemical treatment until the concrete floor is poured, shall be done in such manner as to avoid penetrating or disturbing treated soil. 1816.1.5 If soil treatment is used for subterranean termite prevention, concrete overpour or mortar accumulated along the exterior foundation perimeter shall be removed prior to exterior chemical soil treatment, to enhance vertical penetration of the chemicals. . 1816.1.6 If soil treatment is used for subterranean termite prevention, chemical soil treatments shall also be applied under all exterior concrete on grade within one foot (12") of the primary structure sidewalls. Also, a vertical chemical borrier sholl be applied promptly after construction is completed, including initial landscaping and irrigation/sprinkler installation. Any soil disturbed after the chemical vertical barrier is applied shall be promptly retreated. ADDITIONAL REQUIREMENTS FROM OTHER PARTS OF CODE: 104.2.7 CERTIFICATE OF PROTECTIVE TREATMENT FOR PREVENTION OF TERMITES: A weather resistant job site posting board shall be provided to receive duplicate Treatment Certificates as each required protective treatment is completed, providing a copy for the person to whom the permit is issued and another copy for the Building Permit files. The -Treatment Certificate shall provide the product used, identity of the applicator, time and date of the treatment, site location, area treated, chemical used, percent concentration and number of gallons used, to establish a verifiable record of protective treatment. If the soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. 104.2.8 NOTICE OF TERMITE PROTECTION: A permanent sign which identifies the termite treatment provider and need for re-inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel. 1403.1.6 In order to provide for inspection for termite infestation. clearance between exterior wall coverings and final earth grade on the exterior of a building shall not be less than 6 inches (152 mm). Except ions: 1) Paint or decorative cementitious finish less than five- eighths (5/8") inch thick adhered directly to the masonry foundation sidewall. 2) Access or vehicle ramps which rise to the interior finish floor elevation for the width of such ramps only. 3) A four inch (4") inspection space above patio and garage slabs and entry areas. 4) If the patio has been soil treated for termites, the finish elevation may match the building interior finish floor elevations on masonry construction only. 5) Masonry veneers. 9 1503.4.4 PROTECTION AGAINST DECAY AND TERMITES: Condensate lines and roof downspouts shall discharge at least 1 foot (305 mm.) away from the structure sidewall. whether by underground piping, tail extensions, or splash blocks. Gutters with downspouts are required on all buildings with eaves of less than 6" horizontal projection except for gable end rakes or on a roof above another roof. Irrigation/sprinkler systems and risers for spray heads shall not be installed within 1 foot of the building sidewall. 2303 ~TE CLEANUP 2303.1.3 requires that all wood and debris be removed from under or within 1 foot of the building, except for materials that are naturally durable wood or are pressure treated for ground contact. 2303.1.4 In order to reduce chances of termite infestation, no wood, vegetation, stumps. dead roots, cardboard, trash, or other cellulose-containing material shall be buried on the building lot within fifteen feet (15') of any building or the position of any building proposed to be built. 2304.1.2 FOAM PLASTIC INSULATION: In areas where hazard of termite damage is very heavy, clearance between earth and foam plastics opplied to the exterior wall sholl be not less than six inches (6"). L1NETYPE LEGEND (ENTITIES ONLY) LINE REPRESENTING ORIGINAL STRUCTURE 40' 0" II - 20 -0 4'-0" 3'-4" ,I ,I 2' - 2" M ~P ,SIN] => - - - - - - - - - - - - - - - - - - - - ~ - ~--- - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - - - - - - - - - - - - - - :~ ~ f&1:l ~ f&1:l ~ - - - - - - - - - - - I LINE REPRESENTING REMOVED STRUCTURE LINE REPRESENTING NEW STRUCTURE II ~ I I I I OT1]o H <Df.RAl COffRACTCR 91All AU.OW NO llGQNG. cntCU~t ~ Otlf:R PlUtaNG YKA< UNTL rogTIVE roTf1CA~ IS MADE rs All E>aS1'ING UNES AND tHEIR 9ZES ANO OIREGOO>4S. NElMR 91ALl N:4Y PLUtaNG ~ EE AllOe TO COt.lUENCf UNll. All E>QSTIiG ~ NEW ~AN1S IE POSlTI\flY OOU'lflD F~ PLUMBING RE~TS 0011 : c " : : , l" . . . . .. ............. . . , ' - 0'-0' $ i I ~ :: - ' : 30001 .. CONe SlAB REIN' wi FIBER MESH i I I~I OR lQUAl ON .006 VlSOUEEN I II f&1:l MEMBRANE OVER WEll COMP ACTED _ . FILL TO ASTM D 1557 TERMITE I I TREATED ~ I I , . . . . . . .. . . . . . . . . . , . ,'. . j I I I . . . I I I I : 0'-0. $ : 1f&1:l ~I : 8x16 2500# CONC. FOOTING W / 2 #5 CON : I ~~Lg~D~7~u~~E1DESOlL BOTTOM MIN. 12" : ~ _ _ _ _f&1:l_ _ ~~I_ _ _ _ _ _ _ _ _ _ _ _ _ ..-~_ _ _ _ _ _ Id _ _ _ _ _ _ _ _ _ _ _ _ __ ~f&1:l~ _.~n~_ _ ~ _ _ _ _ _~_ _ _ _ ~ .q- I r---- o I o N IX) I N jL, ijCP SINK jL, f€W ,r -" ~ ~ 1" COClER ~d- EXIST J" V1R EXTEND THRO..lQi ~. 0IV'tC 1 1/'r 60'-0" wi . 1./4" 1'-0" FOUNDATION P LAN ADDITION 40'-0" 20'-0" RUN ,iji OR~S <HAS! TRAP Bff<ll: 0IS0iARa: TO BURJlHG (RijN s:t:OAUZED VAAATcm to GAll~ SS-Ot6-G UNDER OOONlIR ~ NEW:r UO\( TaLEr Cfi \(RfY T BE UH S- a..EAR fRa.. W ~f&1:l f&1:l ~ ~ ~ 1. . HANDICAP OILET Sf J" .q- I r---- FlCXR DRAIN RUN All. DRAINS THRO..lQi CH:A~ TRAP BEFc.H ()S()(AR(l TO fJJl.DIiG g:{OAUZED VAAA ~ 10 GAU.~ S5-016-G UNDER OOJNTER L. J f&1:l ~ 0 ~ I - ~ ~ TREA TED f&1:l J. 0'-0. ,$ S . .EXTatl .THRO..lQi . ~ ROCf' o I o N Fl~ DRAIN IX) I N 0'-0. ~ THIS PLAN WAS PREPARED EXQUSI\UY FOR DNT PETROlEUM, INC. FOR ADDITION AIoAO REMOOEUNG (f' A GAS STATION AT 1209 N. FT. HARRISON CLEARWATER. FLORIDA. LOTS 8. 9. &: 10. EN~URST AOOTlON TO CLEARWATER ALL RIGHTS ARE RESER\{O TO THE DESIGNERS, MORITZ DESIGN OC QEARWATER. FL. ANY USE (f' THESE DOCUMENTS OTHER THAN BY THE O'llNER OR BY HIS DIRECTION IS STRICny PROHIBITED UNDER THE LAW. ANY UNAUTHORIZED USE IS PROHIBITED UNDER THE PRO~SIONS (f' THE FEDERAl copy RIGHT ACT (f' 1976 AND ALL REVISIONS THERETO. 1~IQUD1NG THOSE ADOPTED UNDER THE JJDIOAl IMPROI,fMENTS ACT (f' 1990. PUBUC LAW 101-650 [FfEcn\{ OCT. 1. 1992, IN PARTI ULAR PART 202. AR01ITECTIJRAl IlI()RKS. ALSO UNDER TITlf 17. U.S. CODE. AND ARTICL . A.I.A. CONTRACT FOR THE PRO\1SION (f' ARCHlTECTIJRAl SERVICES, DOCUMENT 8-141 AND ALL OTHER ftDERAl. STATE, AND LOCAl LAWS RESPECTING THE PROVISION or PROFESSIONAl DESIGN SERViCES. AU JJRISOICTIONS AND OTHER INTERESTS SHALL TAKE CAUTION THAT 'MTHOOT THE DATED SIGNATURE AND THE omOAl IMPRESSION SEAl OF THE DESIGNER. THIS IS NOT A LEGAl copy f&1:l ~ ~~ f&1:l ~ ~ ~ .'NHERE FORI.4AL .X>B OBSERVATION IS NOT PART OF DESIGN SER'v1CE, "OR VtHERE THOROOGH INI,fSTIGA TlON IS NOT ORDERED OR ALLOv.rD. OR WHERE PERSONS OTHER n-lAN THE DESIGNER ASSUME CONTRa. OI,fR THE TIME ALLOTTED FOR DESIGN IN\{STIGA TION AND DRAFTING, OR BRING UNDUE PRESSURE ON ,'HE DESIGNERS TO INJJDIOOUSLY BRING THE DESIGN PROCESS '.0 A PREMATURE CONCLUSION. THE DESIGNERS ~AlL IN NO WAY BE HELD RESPONSIBLE FOR ANY DESIGN DEFlOENCIES CAUSED THEREB'( THE GENERAL CONTRACTOR ~ALl BE RESPONSIBLE FOR PROPER EXECUTION AND FOR NOTIFYING THE DESIGNERS OF ANY APPARENT DlSCREPANOES BEFORE CONSTRUCTION BEGINS. NO PLAN SHAU BE DHIJED THOROU~L Y IN\{STlGA TED THAT D<l:S NOT BEAR THE aTlOAl PRCHSSlONAl SEAL AND SIGNATURE OF THE DESIGNER. VtHERE SPEOAL ENGINEERING MAY BE RWJIRED, IT SHAlL BE THE RESPONSIBILITY (f' THE CONTRACTOR TO PRO'vlDE SAME. ANY CHANGES MADE TO THIS PLAN 8'1' P[RSONS OTHER THAN THE DESIGNERS OR THEIR AGENTS 'MTHOUT THEIR KNOIU:DGE AND CONSENT SHALL NUWFY AU FURTHER RESPONSIBILITY (f' THE DESIGNERS OR THEIR AGENTS 10 THE QIENT. THIS SET (f' DRA~NGS CONSTlTIJTES THE SQE INS~JMENT (f' SERVICE. ANY OTHER DESIGN O1ANGES OR ASSISTANCE OR ADVICE SHAU. CONSTITUTE SUPPLEMENTARY SERVICES AND SHALL BE CHARG:D TO THE CUENT AT THE CONTRACT RATE. ANY USE OF THIS PLAN SHAU CREATE AN ENFORCEABlE LEGAL CONTRACT AOOENOOU TO THE BASIC DESIGN CONTRACT OF RECORD TO INCLUDE EACH PROVISION or THIS NOTE BETit.{EN PARTIES IN'v'Ol.I,fD. THE DESIGNERS ~ALL BE SOlE JJOGE WITH RESPECT TO ALL INTERPRETATION OF THE FOREGOING. 60'-0" 1 14" , 1'-0" P L U M B N G LAN Best Copy Available o ..- I ..-- ~ N I IX) '. ~" I"') 0 0 :2 N Q ()) ~ N (.;l I"') I") ~ >- 000 000 -l NNN :::l >- J co .. f"i' cOcO Q i w .....: .....: >- ~ V1 <( 5 0.. 0.. <( <( 0:: W ~~~ Q 0 0:: r I I 1 cerm.Y Ihot .tl1e structure ond oppurtEmonces described on these pions has been designed to be....;". .,,' .c.,,~;.-.. .........'..~...>ett. compllonce '11I,111 Chapter 16 of the Florido Bu_dlnt;! Code. 2001 ,- <~ [:, ,::' .51' ~.,- .. - .," . . -'-----, ~aul E. Hagler, .P.E. Consulting Engineer FPE 20158 :'. ; c~r.~t.f;)i,Y.. ::;::: ..~. 1280 Heather Ridge Boulevard :; <<I/?>YJ) 7<; ...: Dunedin, FI. 34698 This plan is certified for STRUCTURE ONL Y% "?;c~ ("<pa~r'E"H~gl~r DA TE (727) 738 - 9025 './'~/,.r:'i~:" ,qt='.P:E.'20158 - ." OF -... ~-- : o I o N N I IX) <( 0 - 0:::: 0 -.J l..1- - 0:::: LU f-- <( 3: 0:::: <( LU -.J U - U Z - 2 ::::> LU -.J 0 0:::: f-- LU CL f-- :z 0 0:::: 0 l..1- :z 0 f-- <( f-- en en <( a C) I '0 0 N f-- en :z 0 f-- 0 0 <( ~ C) :z -.J LU 0 0 2 LU 0:::: w ....J l- F SEAL: /. I I I z ( ''1 ---' C1l I,{')......... r-- <0 I"")N 1"")1,{') "- c:: ! I .<0 0::: N wr-- I- ......... <( ~ Z 0::: <( <( ....J ~Cl.. 01 ,<0 . N gsr-- ......... I- r-- <(N :::Jr-- 0......... ~ :::J .. ~ ~ I"") 0 -<t .J:: r-- Cl.. N en w o N ~ 0:::: o :2 ..........~ ~~ ~I- zrs <- Z ~~ e>t5u Vi<' W Cl o ~~ 0 Cl old ~ w ~ :::: ~ ~ tx -o<:sw ~ ~u ~ :::::! w . V'l a.. V'l l- n:..::::> e o ~r--- ~ o ~ N ...J O...J:::J ;;f ~ ;;f := -.-J <: z o Wz ViO:::f-e> ~wi=?Vi L....t5i=W 0-(/)0 a:::~~o CLO z 8e>?io -zu= L....__:::::> i=Oa:::c:o O:::=W w:::::>:::i:L.... UC:O<:O - co - I o - # r- ex w u ~ Q. (J .:J O~ ....'r; (I) >- r!~ ij! '~, >~\ & J~~ \ \ ~ <:\F3 ( ': l ~ Iofl ~ ~ I ~ u:l 10307 4 10 TOILET ROOM ACCESSORIES MK ACCESSORY MOUNTING HEIGHT REMARKS & PER MFGR. ~._------_._._.- PER MFGR. SURF ACE MOUNTED . --"-~----..--------~-~----------- SURFACE MOUNTED PAPER TOWEL 2 3 4 5 6 7 TOILET PAPER HOLDER NOT USED BOTT. @ 3'-4. AJJ. -'BOTTTTW .OF _ LA_'..0 TO.8.'r TOP @ 3'-0" A.F.F. _ _ _~~ ___.___ ___ n __ ._... TOP @ 2'-9" A.F.F. SURF ACE MOUNTED ---- ----_.__..~----_._-~--- 24 "x36" FRAMED -'- ------ ~----~.--_._._.._..--- 36" LONG -~'-"~---- _._-~-_._------ 42" LONG SOAP DISPENSER --_._-- -----.. ----- MIRROR _.._- - GRAB BAR .._,,------~-- GRAB BAR WHERE FORMAL JOB OBSERVATION IS NOT PART Of DESIGN SER\t1CE, OR 'M-iERE THOROUGH INVESTIGATION IS NOT ORDERED "OR ALLOYtf:D, OR 'M-iERE PERSONS OTHER THAN THE DESIGNER ASSUME CONTROL OVER THE TIME ALLOTTED FOR DESIGN IN'vtSTlGA nON AND DRAFTING. OR BRING UNDUE PRESSURE ON THE DESIGNERS TO IN-AJDIOOUSL Y BRING THE DESIGN PROCESS TO A PREMATURE CONCLUSION. THE DESIGNERS SHAlL IN NO WAY BE HELD RESPONSIBLE FOR ANY DESIGN DEFIOENCIES CAUSED THEREBY. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER EXECUTION AND FOR NOTIFYING THE DESIGNERS Cf ANY APPARENT DlSCREPANOES BEFORE CONSTRUCTION BEGINS, NO PLAN SHAll BE DEEl.4ED THOROUGiL Y IN\{STlGA TED THAT DOES NOT BEAR THE OFfIOAl PROfESSIONAl SEAl AND SIGNATURE OF THE DESIGNER 'M-iERE SPEaAL ENGINEERING 'MAY BE REQUIRED. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PRO\t1DE SAME. ANY CHANGES MADE TO THIS PLAN BY PERSONS OTHER THAN THE DESIGNERS OR THEIR AGENTS WITHOUT THEIR KNOlUDGE AND CONSENT SHAlL NUWFY All FURTHER RESPONSIBILITY Of THE DESIGNERS OR THEIR AGENTS TO THE WENT. THIS SET OF DRAWINGS CONSTITUTES THE SOLE INSTRUMENT OF SERVICE. ANY OTHER DESIGN CHANGES OR ASSIST ANCE OR ADVICE SHALL CONSTITUTE SUPPLEMENTARY SERVICES AND SHALL BE CHARGED TO THE QIENT AT THE CONTRACT RATE. ANY USE Of THIS PLAN SHAll CREATE AN ENFORCEABLE LEGAL CONTRACT ADDENDUU TO THE BASIC DESIGN CONTRACT OF RECORD TO INQUDE EACH PROVISION Of THIS NOTE BEMEN PARTIES INVOLVED. THE DESIGNERS SHALL BE SOLE -AJDGE WITH RESPECT TO AU INTERPRETATION OF THE FOREGOING. EXIST BUILDING = 404 SO FT. NEW ADDITION = 796 SO FT. TOTAL NEW BUILDING-~-1260-SQ-FT,J L~:.: -. '.~-:,-::.' :=_-= ~---=-:-=_=':::"==-=:.====:'=-=::=':~J THIS PLAN WAS PREPARED EXQUSlVEL Y FOR DNT PETROLEUM, INC. FOR ADDITION AMD REMODELING OF A GAS STATION AT 1209 N, FT. HARRISON CLEARWA TER. FLORIDA. LOTS 8. 9. &: 10. ENGHURST ADDITION TO CLEARWATER ALL RIGHTS ARE RESER'vtD TO THE DESIGNERS, ll40RITZ DESIGN Of CLEARWA TER. Fl. ANY USE OF THESE DOCUMENTS OTHER THAN BY THE O~ER OR BY HIS DIRECTION IS STRICTlY PROH.l8lTED UNDER THE LAW. ANY UNAUTHORIZED USE IS PROHIBITED UNDER THE PROVlSIONS Of THE FEDERAL copy RIGHT ACT Of 1976 AND ALL REVlSIONS THERETO. INQUDING THOSE ADOPTED UNDER THE JUDICIAL IMPROVEMENTS ACT Of 1990. PUBLIC LAW 101-650 EFFECTl'vt OCT. 1. 1992, IN PARTICULAR PART 202, ARa1ITECTURAl 'MJRKS. ALSO UNDER TITLE 17, U.S, CODE. AND ARTICLE 6, A.J.A. CONTRACT FOR THE PROVISION Of ARCHITECTURAl SER\t1CES, DOCUMENT B-141 AND ALL OTHER FEDERAl. STATE. AND LOCAL LAWS RESPECTING THE PRO\t1S1ON OF PROfESSIONAl DESIGN SER\t1CES. AU JJRISDlCTIONS AND OTHER INTERESTS SHALL T Al<E CAUTION THAT 'MTHOUT THE DATED SIGNATURE AND THE OfflaAL IMPRESSION SEAl Of THE DESIGNER, THIS IS NOT A LEGAL copy NOTE CONTRACTOR TO SITE VERIFY ALL EXISTING FEATURES & DIMENSIONS . o I tOl I J " ~ I ,-...... o I o N OJ I ('-I ~ I ,-...... co I ~ I I I I I L_____ / 40'-0" 20'-0" I i I , I I I ;1 ~I I I [----- COOLER ----- j -9- J'-4- EXIST ELECT. PANEL +~IN~ EXIST GILBARCO u_u_~_ CJ u ~~E~ ~ ------------ I l l : . ~ ;;;i _ I 5VlCD ~::.::x to Si . ..........o::f- 30u.. o::Z'<t" w<(- c5Vltf) oo::z u80 zo- _ tf) ::.::<.nz -I<.nw <(<(:::E 3c56 w o::ow 8:!fQ Cl . tf) t.DN~ J' -(f' l~ eTR TO ~ '0 ICO 14: 125 10 a:: 16 ~i~ 'I() r-: u.. o L,('j 8'-4- 35'-0 ~ 60'-0" REM ODE LED FLOOR 40'-0" EXIST ELECT. PANEL -------------[-- [-----J 0 r , COOLER I :0 I L..J - - - - - I: ,TOILET 1- _-_- -------------------, I I I I I I L_____ 13'-4" 26'-8" FLOOR P LAN o F E X 1ST N G B U ICE L 0 N G 71- ,. . o I CD ~ STORAGE O'l I I I I ICE : 0 I 0 ~ N ..- ..-- I r 0 OFFICE ~ NEW 5'-0" WIDE CONC. WALK ACROSS THE FRONT ---~-- 16'-8- 38'-0" t 5' -(j' wi_.u_u ADD 1/4" , 1'-0" T ION L1NETYPE LEGEND (ENTITIES ONLY) LINES REPRESENTING ORIGINAL STRUCTURE LINES REPRESENTING REMOVED STRUCTURE f LINES REPRESENTING NEW STRUCTURE o I N --;~T CONe WALK AROUND 1 4" 1'-0" CURB ---- , V /' .-+- ----~g ~ N 0 en ~ N " >- ---' ;:) r J co . <:) I ~ , l' f ~ {i I ~ 0<{ a <( o 0::: o --' LL - 0::: W f- <( ~ 0::: <( w --' U - u :z - L ::) w --' o 0::: f- W 0.... f- :z o 0::: o lL :z o f- <( l- (f) (f) <( C) o l- (f) :z o f- o o <( ~ C) :z --' w o o L w 0::::: w r= 1= SEAL: i 0<{ a:: a roI") o o N ~r-r) W . (/')f- 50- Ww O::tf) -i I ty ~ \S~/j ~L1- \ NEW 3.110" X 6'-8" \ WOOD rfPOR ~JJ EXIST GILBARCO --.r-- r-----I - - - - - - - - - - - - - -~- I I I r ----------- -- I I I r=:OO~E~ i r u I I LLuj----::- ::~tr+=q n I :1 I I I I I ''LLJ ': I',' L : lJhL_-_-_ kL -_-_--=rJ1 \~-_-_ - - ~]- - - -~ Q:T6 I: I~.J 00 I : .... HANDICAP TOILET ~~~ ~ P LAN 0) Ll'l,...... r-- <0 r"'l('oJ :z r"'lLl'l C) -Jr-- u.. I - .<0 (J) a::: ('oJ W ~t:. <( 0 ~ z a::: <( <( LU-J -IO- N u I .<0 ~ . ('oJ - gsr-- 0:::::: ,...... I- r-- 0 <( ('oJ ::;:)r-- o~ :2 ~ ::;:) Qj :::.:: c r"'l 0 .s:::. '<t 0- r-- ('oJ ,...-: ~~ ~..... ~~ o~ G ~~ V')<. W Cl o~:::o o~ ~ W a:: ~:2~zx -e5<3w gs 12 u a:: :::E ~ vi ~ to"') ::..:::i G o~.....a;: o - N......;:j C'-, ;:j F < \.4 <1= ---' <( z o Wz D'ia::I-c..? (/)w:::>- w:z:F-(/) l+.<..:>FW OV'l(/)O a::w~c..? 0-0 Z o '" z is w'-'<(---' G:~U5 FOa:::co a:::::::!W w:::>:::Eu.- uco<o .... co .... I o .... :# I- a::: w u ~ ,r;~ o . t) s,~~t , ".",' +.1 (1) Q} W ". ro ! f'- )^( ~ f "''-If.~. \ ~ ~ ( ~ a V I ~I en I .. PLAN NO. 10307 SHEET NO. 5 OF 10 L1NETYPE LEGEND (ENTITIES ONLY) LINES REPRESENTING ORIGINAL STRUCTURE LINES REPRESENTING REMOVED STRUCTURE LINES REPRESENTING NEW STRUCTURE . ' , . . ' ,'.--:.... . - ":""':". .,' .. ",' ..,.... . .~'2 12 _ S_h _0 P_BP 10'-0" A.FJ. , . . . .' " . .,' . ',' . - -.- -.-.-.- 8'-0" A.FJ. /I /I /I /I ## .~._.- - --.-- ------. // // 0/0/ FIN. FLOOR LEVEL R FRONT ELEVATION SCALE: 1"=1 '-0" <t '" ---_.- ---~-- -- ---- .-_._. H ~~~'.~'O~_~~~~~_~._ ,. _..----._- 'u.___ - .-- e- .-- e- - r-e- .-- .-- .-- e- ..... .-'-- e- ..... .-- r- - ........'-- .- I- ~I- 2 F-r- r- I""- .- ,- 1 r- e- .- .-- r- - .- .-- ..... e- .-- .-- r- e- m 10'-0" A.FJ. - - - - - - , 1- - - - - - I ~ TEX1URE 1-11 GAEl.E OOS . 8'-0" AJJ. - - - - - - - - ' -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - '-- - - - - - - - - 0 .......... f"- --"1 I~OP SINK I i?--(lf~ FIN. FLOOR LEVEL - - - - - - - - - ~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 'Ir-- mIl~rrr.RAnr ~~-~~~ -~-~_-o,..~._c.._.=....--~-~ -_'. --- -'-..-- -_.~-------- -- - .-..--.--.-- . 'M1ERE FOR~AL J)8 08SERVA nON IS NOT PART OF DESIGN SER'VlCE. OR 'M1ERE THOROOQ1 INV(snCA TION IS NOT ORDERED OR AUOy,{D. OR \'tHERE PERSONS OTHER THAN !HE DESIGNER ASSUME CONTROl OVER THE TIME ALLOTTED FOR DESIGN IN'vfSTlGATION AND DRAFTING, OR BRING UNDUE PRESSURE ON THE DESIGNERS TO INJJDtOOUSl Y BRING THE DESIGN PRQC[S$ TO A PREMATURE CONClUSION. THE DESIGNERS SHALL IN NO WAY BE HELD RESPONSIBlE FOR ANY DESIGN DEFIOENCIES CAUSED THEREBY THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE fOR PROPER EXECUTION AND FOR NOTIFYING THE DESIGNERS Of' ANY APPARENT DtSCREPANaES BEFORE CONSTRUCTlON BEGlNS. NO PLAN SHAll EI[ DEEMED THOROUGiL Y INV(STlGA TED THAT DOES NOT BEAR THE OFFICiAl PROfESSIONAl SEAl AND SIGNATURE or THE DESIGNER. 'M1ERE $PEOAL ENGlNEIRING MAY BE REOUIRED. IT SHALL BE THE RESPONSIBILITY or THE CONTRACTOR TO PRO'v1DE SAME. ANY CHANGES MADE TO THIS PLAN BY PERSONS OTHER THAN THE DESIGNERS OR THEIR AGENTS 'MTHOUT THEIR KNOV+liDGE AND CONSENT SHALL NULLIFY All FURTHER RESPONSIBILITY or THE DESIGNERS OR THEIR AGENTS TO !HE QIENl THIS SET or DRAWINGS CONSTITUTES THE SOLE INSTRUMENT Of' SER'v1CE. ANY OTHER DESIGN CHANGES OR ASSISTANCE OR AD'v1CE SHALL CONSTITUTE SUPPlEMENTARY SER'v1CES AND SHALL BE CHARGED TO THE ClIENT AT THE CONTRACT RATE. ANY USE OF' THIS PLAN SHALL CREATE AN ENFORCEABlE LEGAL CONTRACT ADDENDUM TO THE BASIC DESIGN CONTRACT Of RECORD TO INClUDE EACH PRO'v1S1ON OF THIS NOTE BfTh{EN PARTIES INVOlVED. THE DESIGNERS SHALL BE SOlE JJDGE 'MTH RESPECT TO All INTIRPRETATlON Of' THE FOREGOING. REAR ELEVATION SCALE: '''=1'-0'' EXIST BUILDING = 404 SO FT. NEW ADDITION = 796 SO FT. TOTAL NEW BUILDING = 1200 SO FT. THIS PLAN WAS PREPARED EXCLUSI'vfL Y FOR DNT PETROlEUM, INC. FOR ADDITION AMD REMODELING or A CAS STATION AT 1209 N. Fl HARRISON QEARWATER. flORIDA, LOTS 8. 9. &: 10. ENGHURST ADDITION TO QEARWATER AlL RIGHTS ARE RESERv(D TO THE DESIGNER$, MOOTZ DESIGN or QEARWA TER. FL. ANY USE Of THESE DOCUIlCENTS OTHER THAN BY THE O'M-IER OR BY HIS DIRECTION IS STRICTlY PROHIBITED UNDER THE LAW. ANY UNAUTHORIZED USE IS PROHIBITED UNDER THE PRO'v1SIONS Of' THE fEDERAl copy RIGHT ACT or 1976 AND ALL REVlSlONS THERETO. INQUDINC n10SE ADOPTED UNDER THE JUDtOAL IMPROVEMENTS ACT OF 1990. PUBlIC LAW 101-650 EFFECTIV( OCT. 1. 1992. IN PARTICULAR PART 202. ARCHITECTURAL 'ftORK5. ALSO UNDER TITLE 17, U,S. CODE. AND ARTIQ,E 6. A.I.A. CONTRACT FOR THE PROVlSlON or ARCHITECTURAL SERVlCES, DOCUMENT B-141 AND ALL OTHER FEDERAL. STATE. AND LOCAl LAWS RESPECTING '!HE PROVISION or PROFESSIONAL DESIGN SERVlCf:S. AU JJRISOICTIONS AND OTHER INTERESTS SHALL T A1<E CAUTION THAT 'MTHOUT '!HE DATED SIGNATURE AND THE omaAl IMPRESSION SEAL Of THE DESIGNER, THIS IS NOT A LEGAL copy III IilWaf: LEFT SIDE ELEVATION RIGHT SIDE ELEVA TION SCALE: 1"=1 '-0" SCALE: 1"=1'-0" NOTE CONTRACTOR TO SITE VERIFY ALL EXISTING FEA TURES & DIMENSIONS I certify that the structure and appurtenances described on these plans has been designed to be in compliance with Chapter 16 of the Florida BuildinQ Code. 2001 Paul E. Hagler. P.E. Consulting Engineer FPE 20158 1280 Heather Ridge Boulevard Dunedin. Fl. 34698 This plan is certified for STRUCTURE ONLY DA TE (727) 738 - 9025 I"") o o :I N 0 ~ ~ >- -' :::> ~ -:> CD ~ < o <( o n:::: o ---l LL n:::: w f- <( 3: n:::: <( w ---l U ~ u :z: ~ L ::J W ---l o n:::: f- w CL f- :z: o n:::: o LL :z: o I- <( f- if) if) <( C) o I- if) :z: o I- o o <( ~ C) :z: ---l w o o L w n:::: w ,:: F SEAL: i < a:: o 1"")1"") 80 N~ .. ~ r-r) o .r--: III <..? Cl. s;:)w w <( (/') a:: z C) (f) W o 0) 10........ r-- <0 I"")N 1"")11) ...JI"-- lJ.. I .<0 a:::N wr-- I- '-" -c( ~z a::: <( -c( ...J ~o.. () I .<0 . N 15r-- ........ I- r-- -c( N ::> r-- o '-" ~ ::> . . ~ ~ I"") 0 ...,. .c r-- 0.. N N r- 0::: o :.2 ,.-: ~~ ~1- z::J: <<-' Cl~ Z ~~ c') t5 u 0=;<, LU Cl o ~l::: Cl 8.1t! !5! ~ ~~ ~ gs 1i: u 0:: ::2:l:tui~ n:.::::i~ o~r-i52 o ~ N -' n.-,~-;;i \9 -;;ir= -l <( :z: o ~z: ~e5:;:)<..') LUzt-0'5 t....<..')I=W 0-(/)0 a:::~~<..') 0-0 z 0,... Z C5 W'-'<(-l G:~~5 1= o a::: CD a::::::::!W w::::>::2:t.... UCD<(O - co - I o - :II: ~lj) Q2I~ 0..0 U~ ~ '(ij \$) > ~< I- ~ w u en PLAN NO. 10307 SHEET NO. OF 10 6 /~~ /~~~:'~ ~~/--- ;,// ,...::::~......." ,/ / -0~/ --- /;' / ~ / /r/ ~ ~: -/\/\/\/\~/\/\ ~FtnR~ ---=--=---~~-- 1 X 6 P. T. DOOR OR WINDOW BUCKS ATTACH TO LINTEL A T TOP AS SHOWN - -'- PRECAST LINTELS OVER DOOR OR WINDOW OPENINGS -3. \/ ai - -i-"{ -1--- -I~- #5 VERICAL EACH ~DE OF EACH DOOR OR WINDOW OPENING TIE TOP & BOTTOM #5 VERICAL AT END OF NEW BLOCK WALL TIE TOP & BOTTOM~ FULL GROUT DOWN POUR IN t- 1/2" X 6" ANCHOR BOL TWS ~4" X 2 1/4' EXIST WALL CELLS ADJOINING I A T MAX 40" O.C. VERTI~ C> '" I~ND OF NEW BLOCK WALL w EMBED IN DOWN POUR I C> MAX 8" FROM EACH END TAP CONS AT ~ z 16" O.C. TO :::J w CONC. LINTELS (3) 1/2" X 12" ANCHOR BOLTS u 2 X 6 P.T. DOOR OR WINDOW ~ v{NCHORED IN DOWN POUR OF EXIST <( BUCKS ATTACH TO CMU WALL .u WALL & EXTENDING INTO DOWN POUR CL A T SIDES AS SHOWN --------- .. OF END OF NEW BLOCK WALL >- t- o 0 ""'" I ro 8" CMU BLOCK WALL CONTINUES TO EACH SIDE ~H OPENING_____________.. # 10 X 2 1/2" FLAT HEAD ...sCREWS FROM DOOR OR WINDOW ~FRAME TO BUCK 8" FROM EACH CORNER & MAX. 12" O. C. 8" CMU BLOCK WALL ~ES DOWEL UP # 5 FROM FOOTING A T END OF NEW BLOCK WALL LAP & TIE ALL JOINT~ DOWEL UP # 5 FROM FOOTING AT EA SIDE OF EA OPENING LAP & TIE ALL JOINTS MIN 25" / ........,..'.~,..~'.---:-;::;-r.:, ':.'.-: "'X'.'. ,..,.. .~.. '-=:1 ' ". '_+'." " . ,.... .' '."... . .. ","10.. . .'. .,..' ... .', ...; ;, i.:. :-:: '...~. .>~ ~" .. .~ "',1'-"', J-.: ;, ,,,. ..../ ..'~" ~;.. .', ~:'.' .. ~:: ,... 1 _ ,_ _ _ ,coNe: FLOOR~ f- - . . ..,,-I . I ,.. ' '" "., .It ' . ,", ... ", . .... ..' .:.'~. ',. ~".: '.~.~'.. ," ~ '~:': ~"..~.' ~"'...: ~~, ~< .....;.i ~'..' .. I r------ " " TYPICAL DOOR OR WINDOW CONNECTION TO CMU WALL I. · / DETAIL CONNECTION NEW BLOCK WALL TO EXIST BLOCK WALL 1 /t' < WALLCON278 > l' - 0" <CON273) 1/2" = 1'-0" 60'-0" - NEW OVERALL LENGTH OF BUILDING WITH ADDITION 40'-0" - LENTH OF EXISTING BUILDING 19'-9 3/4" - LENGTH OF NEW TRUSSES TO NEW GIRDER ((.3) PLL Y TRUSS GIRDER AT MNID SPAN \V2" . 1 /2" SPAN RATED PLYWOOD SHEA THING 8d NAILS AT 6" O.C. STAGGERED AT PANEL EDGES AND 6" O.C. IN FIELD 8d NAILS AT 6" O. C. AT PANEL EDGES WHERE THERE ARE NO AB TTING PANELS ASPHAL T SHINGLE ROOF (3) PLY TRUSS GIRDER AT MIDSPAN - ~ APPROVER PRE ENGINEERED TRUSSES AT 24" O.C. . . USP TA16 AT EAC( H YTRUSS END TO BLOCK ~ ~ ~ r\ . _ . _ . _ ll--- -/ \ / \ / \ / \ / \ m.] 1 [] - . - . - . -8 ~2:-DR;WA~ WAL '5 - [][] 3/4" PIC INSULAT\( N BOARD APPLIED .30 BLOCK SURFACI w/ 1 X 2 FURRING []-----'STRIPS AT 16" ~C [] ~ [] [] [] ~ 9 _or" [) ~ ""i USP MSH 29 ER EA TRUSS 0 GIR~ /"\ /"\ /"\ /"Y'\ /\ I'll / \ / .,'\ / \ / \ / / \ \ / ,'I I USP f 29 HNGER V TRU 0 GIRDER 1\ -r r\. m r'\. r'\. r'\. ~ \: "I 1 "" I "I '\. /01' '\. 1 '\. I /V 1/ '"" /"\ ~ ./ /"\ /"\ /"\ /"\ \ / \ '/ '\ \ / \. "\ / \ / \ 1I l/ J, \ / _ ~ ~ /"\ Ir \/\ /\ /\/\V\/ '-\ 0> LCl,-... r-.. <0 I")N Z I") L.O C) ....J r-.. L... I - .<0 en Cl:: N W r-.. W t- '---' <( 0 ~ z Cl:: . <( <( W ....J ....J D- N u I "<0 f- a:: N ,...... - Cl 0:::::: t-r:::' 0 <( N ::> r-.. o '---' 2 ::E ::> Q.; ~ c I") 0 ..c '<t D- r-.. N ---------\ EXIST 8" OVERHANG EXISTING ROOF , , 90# FLlNTCOA T ROOF ON 15# FELT _ _ _ _ _ _ Y ~LAS"~XIST ~ .;t.~AFTERS AT 16" O.C. ~- ~-----..1L2" SPAN fATED PLYWOOD DECK I ~ ---ad ~AILS AT 12" O.C. PANEL 1/4" X "REDHE ID ~ "to EDGES & 6" O.C. IN FIELD @ 16" O.C. 3' - " i..I ~ OPEN i::>OFFIT & FASCIA ~._ . HUr-HES HC ONNECTO~S THROUGHOUT -F---.\_ (2) X 4 BEAM ~ 2 X 4 BRACES AT EA END C ROOF 2 X 4 CLEATS m 4'-0" EXIST WALL !.L- a a 0::: t- V> X W a t- t- Z W ~ ~ <( CL ~ a 0::: !.L- t- V> X W o o I Co I /1'r____~~E:l LUMBER THOUT , EXISTING 8" ;LAUNDR-Y- -r s BLOCK WALL I \ TUB I I ~ Il-------~ -rt--~ .J.bJ1 l' tj'J " EXISTING PAVING _____Jl__JL__~ o o ~ I "LI) SHED ROOF DET AIL 1/L == 1'-0" 20'-0" LENGTH OF NEW ADDITION 19'-9 3/4" - LENGTH OF NEW TRUSSES TO NEW GIRDER THIS PLAN WAS PREPARED EXClUSIVELY. FOR DNT PETRQEUt.4, INC. FOR ADDITlON AMD REMODELING OF A GAS STATION AT 1209 N. FT. HARRISON ClEARWATER, FLORIDA. LOTS 8. 9, & 10. ENGHURST ADDlTION TO ClEARWATER AlL RIGHTS ARE RESERVED TO THE DESIGNERS, MORITZ DESIGN OF ClEARWATER, FL ANY USE OF THESE DOCUMENTS OTHER THAN BY THE Oi'INER OR BY HIS DIRECTION IS STRIClL Y PROHIBITED UNDER THE LAW. ANY UNAUTHORIZED USE IS PROHIBITED UNDER THE PROVISIONS or THE FEDERAL Copy RIGHT ACT OF 1976 AND All REVISIONS THERETO, INClUDING THOSE ADOPTED UNDER THE JJDIOAl IMPROVEMENTS ACT OF 1990, PUBLIC LAW 101-650 EffECTlVE OCT. 1, 1992, IN PARTICULAR PART 202, ARCHITECTURAL WORKS. AlSO UNDER TITLE 17. U.S. CODE. AND ARTIClE 6. A.I.A. CONTRACT FOR THE PROVISION OF ARCHITECTURAL SERVICES. DOCUMENT B-141 AND ALL OTHER FEDERAl. STATE. AND LOCAL LAWS RESPECTING THE PROVISION OF PROFESSIONAl DESIGN SERVICES. ALL JJRISDICTIONS AND OTHER INTERESTS SHAll TAKE CAUTION THAT WITHOUT THE DATED SIGNATURE AND THE OFFtClAl IMPRESSION SEAL or THE DESIGNER. THIS IS NOT A LEGAl copy 'MiERE FORMAL JOB OBSERVATION IS NOT PART OF DESIGN SERVICE, OR 'MiERE THOROUGH INVESTIGATION IS NOT ORDERED OR ALLOWED, OR 'MiERE PERSONS OTHER THAN THE DESIGNER ASSUME CONTROl. OVER THE TIME ALlOTTED FOR DESIGN IN\{STICA TION AND DRAfTlNG. OR BRING UNOUE PRESSURE ON THE DESIGNERS TO IN JUDlOOUSl Y BRING THE DESIGN PROCESS TO A PREMATURE CONCLUSION, THE DESIGNERS SHALl IN NO WA Y BE HELD RESPONSIBLE FOR ANY DESIGN DEFlOENCIES CAUSED THEREBY. THE G[NERAl CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER EXECUTION AND FOR NOTiFYiNG THE DESIGNERS or ANY APPARENT DISCREPANOES BEFORE CONSTRUCTION BEGINS. NO PlAN SHALl BE DEEMED THOROUGHLY INVESTIGATED THAT DOES NOT BEAR THE OITIOAl PROFESSIONAl SEAL AND SIGNATURE Of THE DESIGNER. 'MiERE SPECIAL ENGINEERING MAY BE REOUIRED. IT SHALL BE THE RESPONSlBIUTY (1' THE CONTRACTOR TO PROVIDE SAME. ANY CHANGES MADE TO THIS PlAN BY PERSONS OTHER THAN THE DESIGNERS OR THEIR AGENTS WITHOUT THEIR KNOYlEDGE AND CONSENT SHALl NULLIFY All FURTHER RESPONSIBILITY Of THE DESIGNERS OR THEIR AGENTS TO THE CliENT. THIS SET Of DRAWINGS CONSTlTUTtS THE SQE INSTRUMENT Of SERVICE. ANY OTHER DESIGN CHANGES OR ASSISTANCE OR ADVICE SHAlL CONSTITUTE SUPPLEMENTARY SERVICES AND SHALL BE CHARGED TO THE ClIENT AT THE CONTRACT RATE. ANY USE Of THIS PLAN SHAll CREATE AN ENFORCEABLE LEGAL CONTRACT ADDENOUl.l TO THE BASIC DESIGN CONTRACT Of RECORDa TO INQUDE EACH PROVISION OF THIS NOTE BETVl.EN PARTlES INVOLVED. THE DESIGNERS SHALL BE SOlE JJDGE WITH RESPECT TO ALL INTERPRETATION (1' THE FOREGOING. ~f\ r'\. r'\. r'\. r'\. "I "I"~ '\.1 '\. " ,f'\.. r'\. '\.1"7'\ I r '"' " 1 '\. ~ 1\ ~' ~ ~ '\. 1 '\. 1 '\..,7 '\ 1 r-.. r 1,7 ~ n=- I"I"IS---ti "l f.rr~ -[j [] [] [] [] [] [] [] [] [] [] [] [] n l l /\ "'" /"\ /"\ / / \/ ^ / \ / \/ "'" / \ / '" ~ INSTALLU -30 INSULATION IN ATTIC SPACE '- ~ '- 1" MINERAL FISHURE 2 X 4 FT. CEILING PANELS IN SUSP CEILING SYSTEM t- Ul X W !.L- a 8" CONC BLOCK W/ 0- TYPE M MORTAR ~ ~ W t- Z :::J GABLE END BRACING AT MIDPOINT OF EACH GABLE END TRUSS AS SHOWN IN END WALL USP MSTC 28 STR~.P TIES AS SHOwt-CONNECTION DEl AIL ON SHEET 3 A T TYPICAL MAX 48" O.C. BOTH GABLE ENDS :3= w z !.L- a CL a t- o o I co .0 I o ~ X 16 HEADER BLOCK ~ ~ ~C SLAB wi FIBER REINF ON .006 VISQUEEN OVER WELL COMPACTED FILL TERMITE TREATED S T R U C T U R A L SECTION \. .1 ~ r'\. '"' 1 '\.' 1 " 1 ^ '"' r'\. '"' II "I " / ~ I '\. 1 _...! '---- -' '- GABLE END BRACING AT MIDPOINT OF EACH GABLE END TRUSS AS SHOWN IN END WALL CONNECTION DEl AIL ON SHEET 3 "A - A" SID E T 0 SID E THROUGH A DD I T I o N 1/4" == . 1'-0" 8 X 16 CON FOOTING W/ (2) # 5 CONT. TO UNDISTURBED SOIL, BOTTOM MIN 12" BELOW FIN GRADE L1NETYPE LEGEND (ENTITIES ONLY) LINES REPRESENTING ORIGINAL STRUCTURE LINES REPRESENTING REMOVED STRUCTURE I certify that the structure and appurtenances described on these pions has been desi9f\ed ta be in compliance with Section 1606 of the Standard Bundin9 Code. with design loads from ASCE 7-95/6 (ANSI 7-95/6 (ANSI A58.1) bosic wind spee<l 130 mph, three second gust. Importance foctor Category 1 (at hurricane ocean line) Velocity Pressure xposure Coefficient and Gust Effect Foctors for Exposure C. ~~,' c.' ,'" - 0 '. 7""<"'''~;'-; /0C~:Z-'!) '. .; ~"'..""'"".'..".."", ...~" ',;:, ._". ,'i/~cO ' :'.:':' " '.' ,- ". <,- " ~ - "-~ ~ - ,.- ," .__.-.. .. ',':) 'i~'~ ..'.....7 c,,' _ .. '::. .. .. .< ,~.-, ,." ,-.' .,..'!i ~~. .", .,' ...'-....,.:"'..;;>',.-... ~.... "-" _ _ . .... .," ..' ," . .. <';". ."-" - .,.", ' ." "'-',", - ,.- ,'.. -' - " ,,:" .-~_...- ,-,...~ ." .. ~..rffljt!:"{{L.'J? .. .. :~;~~;i(j~~v;..' .-- ...,;._ ~.._.... ('< .. _.J~ "', ' ,Y :," ''''''.. 'c ,. ..', ""', ',' "'~<' (,. "" Paul f.. Hagler / F.P,E.20158 Paul E. Hagler, P.E. Consulting Engineer (727) 738 - 9025 1330 Heather Ridge Boulevard Dunedin, FI. 34698 This plan is certified for STRUCTURE ONLY , . I") 0 ::2 0 N 0 .q: ~ n~ 0 00 0 .. 00 ::> r NN <( CD .. ~o-i .. 0 ~ ~ i w ~ Vl .>- <( 5 C><( <( 0: W ~~ 0 0 0: ........,....: ~~ ~I- z:I: <(s.2 Z ~~ c..:> ~u Vi<(. W 0 o ~~ 0 Cl.'l:j ~ W 0: ~~wtx - 08...... 15l:2ua::: :::21tvi~ 1""),:><;::i25 o~,... - o _ 0: N w..... Q.....~;;;i, <( u ;;;i, r= 0 - 0::: 0 ---.J l...1- - 0::: l..J..J r- <( 3: 0::::: <( l..J..J ---.J U U :z: - - ..... :2 CX) ~ ..... ==:) <: I 0 l..J..J :z ..... ---.J o ~:z ;# Vio:: c..:> 0 t:jwi=?Vi I- 0::::: u..~Fw ~ w r- O(7iUlO u l..J..J O::wZo 0.- CLO-Z 8c..:>~C5 -zu:t u..__:::> FOO:::cn r- a::::tw w:::>:::Eu.. :z: ucn<(o 0 0:::: 0 l...1- :z: 0 r- <( r- I en I en <( ~ ,e, 0 Q.c../ P. '. o J} () '" 0 q.. IL.,; ~" r- w'- ~ cl}' IV > en f1J~ :z: 0 r- - 0 0 <( /' " ~ ! Q C) i :z: ---.J \ 1 I l..J..J \:) 0 0 a 'p :2 l..J..J i 0::::: -(;-0 - .. ~ UJ CI) =- ~ '/ r= -- SEAL: :>o.@) C2. m=o CJ .Q U~ ~'; w :> aJ< PLAN NO. 10307 SHEET NO. 7 OF 10 /\ ..:i w I- Z ::::i I- UI X W u.... o 0.. o t- : o I '00 8 X 16 CON FOOTING W/ (2) # 5 CONT. TO UNDISTURBED SOil, BOTTOM MIN 12" BELOW FIN GRADE ... :: o I o N -.:t I r--- :: co I N EXTEND BOTTOM CHORDS T~ SUPPO_RT F ASCI~ _ ..-- -- -- -- -- -- 19'-9 3/4" - LENGTH OF NEW TRUSSES TO NEW GIRDER 60'-0" - NEW OVERALL LENGTH OF BUILDING WlTH ADDITION ~3) PLY TRUSS GIRDER AT MID SPAN 4 1/2" 40' -0" - EXISTING BULDING AND ROOF APPROVER PRE - ENGINEERED TRUSSES AT 24" O.C. 1/2" SPAN RATED PLYWOOD SHEA THING 8d NAILS AT 6" O.C. STAGGERED AT PANEL EDGES AND 6" O.C. IN FIELD 8d NAILS AT 6" O.C. AT PANEL EDGES I'A1ERE THERE, ARE NO A8\HNG PANELS ASPHALT SHINGLE ROOF / (3) PLY TRUSS GIRDER AT MIDSPAN / '8 ' , ' I I . 'USP .M$H 29 HNGER EA TRUSS TO -GIR, ER USP MSH 29 HNGER EA TRUSS TO GIRDER ..r&~~ ~ A'/\ /\ /\/\ /\ /\/\ /\ /\ /\ REMOVE EXISTING DElLING JOISTS AND EXISTING CEILING . ""... .. . :'\. . . . . . , ' . . . . . INSTAL -30 INSULATION IN , . ATTIC' SPACE' . . . . . ' 1" MINERAL FISHURE 2 X 4 FT. CEILING PANELS IN SUSP CEILING SYSTEM GABLE END BRACING AT MIDPOINT OF EACH GABLE END TRUSS AS SHOWN IN END WALL CONNECTION DETAIL ON SHEET 3 .-l W I- Z ::::i USP MSTC 28 STRAP TIES AS SHOWN AT TYPICAL MAX 48" O.C. BOTH GABLE ENDS 3: w Z u.... o 0.. o I- : o I .0 EXISTING FLOOR SLAB TO REMAIN ~ 1 ~ S T R U CTURAL SECTION "8 8" S 4 1/2" SID E THROUGH E X 1ST D E T 0 l. B- . - . - . - '[]I'" - ,,- .-...-' - . []I []I 8! []' []I []: [] []I []I B ---[] CJ 19'-9 3/4" - LENGTH OF NEW TRUSSES TO NEW GIRDER 19'-9 3/4" - LENGTH OF NEW TRUSSES TO NEW GIRDER . . 40'-0" - EXISTING BUILDING 20' - 0" - ADDI TION r- .~ II!_ .........,.,.. f"""'lI__ ___ --- Iftl - -- IllI!::: ,~ ~ I __~.....,....,. .......~ _______Ull------- - - - - - -..: = = - = - '= = = = ' , . . . 1H: = - = = = = ~ .. ......::..: .::-=-.: :: == :: .. -- - -- - -- lillIl --- .. -- .. -- - ,,!flr- .. -- .. -- .. 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( -.........---i- --~-~-~-~- ---~- ~--~--- _ ~ u. ~ ~ -.. ~.. ~ ~ -- ~ ~11r--" ~.. -- - -- - ------ .. -- - --.. --.. - - -.- ---- fill 1111 1111 -l.------~----- ---~..~- _ _.. - - ~ - -- - ~.. ~ - ~11r--" ~.. --- - --=- - --- ..r;t I I 1111 IIII fill I ....~ -- - -- - -'llr - .. - - .. 111\ .. - -- - -- - - .. - .. -- .. -- - -- - -- .l::J- - \~- ~::~.. -- - -- - -- - -- - -- - - - -- .. -- .. - .. -- - 1111 . . 1111 IIII ~ ~ .. _ _ ~ _ _ _ ~ _ ~. _ ~ _ ~ .. ~ ~ ~ Ilila ~11r-- - - - - Ala - .. ~ - -- - -- - ~ .. -- .. ~ .. ~ - .. - _ Im!- .. 3'-0" ~~ ~ . ,-c:r . =- .~. &....I c:r ' t::I ...... . ..... . c:r . t::I ...... . ..... . c:r . t::I ....., r-: 'u . .= . c:r ' t::I .~. .L....I ,c:r ' t::I 19'-9 3/4" - LENGTH OF NEW TRUSSES TO NEW GIRDER 20' - 0" - ADDITION TO EXIST BUILDING ~~ ~ ~ ~ REMOVE E STIN RAFTERS AND ROOF GABLE ENOl BRACING AT MIDPOINT OF EACH GABLE END TRUSS AS SHOWN IN END WALL CONNECTION DETAIL ON SHEET 3 .~, .L..l .:: . :: REMOVE EXISTING :~ :~OCK END WALL '81 []--- CJ ADDITION ...... . ..... c:r ' t::I ...... ' ..... . c:r . t::I - - - - '~. .L..l . c:r ' t::I . ~ 0 1-1 . c:r ' t::I & o ..-- I ~ ..-- ..- . o I .0 N ~Y"Ir I-CI II aA rl-l{\~n TO SUPPORT FASCIA -/ .. - ~- ~ ~ ~ ~ - - - - ;;.- ~ - ~- ~ ~ QI ==- - ~ -- ~ - .JIlt ------------~-~---~-~- .. .......... - -- 60'-0" NEW ROO F FRAMING P LAN A T NEW 1 0 F 0 0 T LINTEL HEIGHT RET AIN THIS END Bl CK WALL AND DD THREE COURSE AT THE TOP FOR A TOTAL LINTEL HEIGHT TO MA TCH THE ADDITIO : N I "1.0 N I ~co : o I . L(') 1 4" 1 /4" . 1'-0" ~~ ~ [] [] [] [] 3/4" PIC INSULATION BOARD APPLIED [] TO BLOCK SURF ACE W/ 1 X 2 FURRING RR STRIPS AT 16" O.CC. ~ ELB ,,[] [] [] [] [] 1/2" DRY WALL WALLS 8" CONC BLOCK W/ TYPE M MORT A 8 X 16 HEADER BLOCK RR ~~ ~ L1NETYPE LEGEND (ENTITIES ONLY) LINES REPRESENTING ORIGINAL STRUCTURE LINES REPRESENTING REMOVED STRUCTURE LINES REPRESENTING NEW STRUCTURE WHERE FOIRMAL XlB OBSERVATION IS NOT PART OF DESIGN SERVICE, OR WHERE THOROOGH INVESTIGATION IS NOT ORDERED OR ALLOM:D, OR 'MiERE PERSONS OTHER THAN THE DESIGNER ASSUME CONTROL OIA:R THE TIME AllOm:D fOR DESIGN INIA:STICA TION AND DRAfTING, OR BRING UNDUE PRESSURE ON THE DESIGNERS TO INJUDICIOUS!. Y BRING THE DESIGN PROCESS TO A PREMATURE CONCLUSION, THE DESIGNERS SHAll IN NO WAY BE HELD RE~NSlBlE fOR ANY DESIGN DEFICIENCIES CAUSED THEREBY. THE GENERAl CONTRACTOR SHAlL BE RESPONSIBLE FOR PROPER EXECUTION AND FOR NOTIfYING THE DESIGNERS Of ANY APPARENT DISCREPANCIES BEFORE CONSTRUCTION BEGINS. NO PLAN SHAU BE DEEMED THOROOGHL Y INIA:STIGA TED TI-lA T DOES NOT BEAR THE OffiCiAl PROfESSIONAL SEAL AND SIGNA TURE ~ TI-lE DESIGNER. HRE SPECIAL ENGINEERING MAY BE REQUIRED, IT SHAll BE THE RESPONSlBIUTY ~ TI-lE CONTRACTOR TO PROVIDE SAME. ANY CHANGES MADE TO THIS PlAN BY PERSONS OTI-lER THAN THE DESIGNERS OR TI-lEIR AGENTS WITIiOOT THEIR KNOillEDGE AND CONSENT SHAU NUWfY AU FURTHER RESPONSIBILITY ~ THE f}[SlGNERS OR THEIR AGENTS TO THE ClIENT. THIS SET ~ DRAWINGS CONSTlTU'll'ES THE SOLE INSTRUMENT ~ SERVICE, ANY OTHER DESIGN CHANGES OR ASSISTANa: OR AO\1CE SHAlL CONSTITUTE SUPPLEMENTARY SERVICES AND SHALL BE CHARGED TO THE CUENT AT THE CONTRACT RATE. ANY USE ~ THIS PLAN SHAll CREATE AN ENfORCEABlE LEGAL CONTRACT AODENOU'" TO THE BASIC DESIGN CONTRACT Of RECORD TO INCLUDE EACH PRO\1S1ONI Of TI-lIS NOTE BEnl(IN PARTIES INVOlIA:D. THE DESIGNERS SHALL BE SOlE JJOGE \\HH RESPECT TO ALL Ib!JtRPRETATlON Of THE FOREGOING. EXIST BUILDING = 404 SO FT. NEW ADDITION = 796 SO FT. TOTAL NEW BUILDING = 1200 SO FT. THIS PLAN WAS PREPARED EXCLUSlIA:L Y FOR ONT PETROLEUM, INC. FOR ADDITION AMD REMODEUNG Of A GAS STATION AT 1209 N. FT. HARRISON CLEARWATER, fLORIDA. LOTS 8. 9, &: 10, ENGHURST ADDITION TO CLEARWATER ALL RIGHTS ARE RESER\{D TO THE DESIGNERS, MORITZ DESIGN Of QEARWA TER. Fl. ANY USE Of THESE DOCUMENTS OTHER THAN BY THE OWNER OR BY HIS DIRECTION IS STRICTLY PROHIBITED UNDER THE LAW. ANY UNAUTHORIZED USE IS PROHIBITED UNDER THE PROVISIONS Of THE FEDERAl copy RIGHT ACT Of 1976 AND ALL RE\1SIONS THERETO. INQODING THOSE ADOPTED UNDER THE JUDICIAL Ii.cPROIA:MENTS ACT OF 1990, PUBLIC LAW 101-650 EFFEen\{ OCT. 1, '992, IN PARTICULAR PART 202. ARCHITECTURAl 'M:lRl<S. ALSO UNDER lln.E 17, U.S. CODE. AND ARllQE 6, A.I.A. CONTRACT FOR THE PROVISION Of ARCHITECTURAl SER\1CES, DOCUMENT B-141 AND AlL OTHER FEDERAL, STATE, AND LOCAL lAWS RESPECTING THE PROVISION OF PROfESSIONAL DESIGN SERVICES. AU JJRISDICTIONS AND OTHER INTERESTS SHALL TAKE CAUTION THAT i\1THOUT THE DATED SIGNATURE AND THE OffiCIAL IMPRESSION SEAL OF THE DESIGNER, THIS IS NOT A LEGAl Copy NOTE CONTRACTOR TO SITE VERIFY 'ALL EXISTING fEATURES & DIMENSIONS I certify thot t~,e structure and appurtenances described on these plans hos been designed to be in compliance with Section 1606 of the Standard Buildin9 Code. with design loads from ASCE 7-95/6 (ANSI 7-95/6 (ANSI A58.1) basic wind speed 130 mph, three second gust, importance factor Category 1 (at hurricane ocean line) Velocity Pressure xposure Coefficient and Gust Effect Foctors for Exposur. C 1'-0" Paul E. Hagler, P.E. Consulting Engineer 1330 Heather Ridge Boulevard Dunedin. FI. 34698 This plan is certified for STRUCTURE ONLY ITI I ~ I~ I :i L(') c.:> <.:l .. :::> >- <{ OJ I; .q: o 0:::: o ---.l u.... ~ 0:::: W I- .q: 3: 0:::: .q: W ---.l U u z 2 ::> w ---.l o 0:::: f- W CL f- Z o 0:::: o u.... Z o f- .q: f- en en .q: C) o f- en z o f- o o .q: ~ C) Z ---.l W o o 2 w 0:::: lJ.J r= ~ SEAL: ,..,..,~ 00 00 NN I~";cn w"'-...- (.f) 5(;)>- w:::><; O::<(~ z: o en w o C!> ~----. r-- <0 r-"lN r-"ll,() ~,.... u... I .<0 e:::N wr-- f- ---...- < ~ z e::: <( <..--J ::Ja.. o I .<0 . N ~ r-- ----. f- ,.... < N at:.. ~ => .. :::.: ~ r-"l 0 .q- ~ r-- a.. N N f- n::: o 2 ~~ ts..... zI <:<.? o~ ~ ~~ (7)<(. W 0 o ii!:~ 0 O.:d~ lJ.J c:t: ~~8l>l ~ ~u ~ ::::!: w . V'l a. V1 ..... ,..,..,~::;:) ~ 8~~i52 N~w-' n-''::;l, 'B ;;i >= -l <{ Z o Wz (7)a:::I-<..:> ~U-.li2[i) u....z-w O<..:lt;:;Cl a:::t:3~<..:> 0...0 Z Cl(;)ZCS !:6!z(3~ u....__:::> i=Cla:::CO a:::~W W:::>::::!:u.... <"">CO<CO ~tj) 51i O~ .;d'; (.;1) > ~<t PLAN NO. 10307 8 OF 10 - co - , o - # f- Ck: W U . ... !! !j ; ~ I I I NO EXTRA WORK. DO NOT BRACE FROM GABLE PEAK TO LOAD BEARING TRUSSES. DO NOT REINFORCE CEILING. ENDWALL CONNECTION 1" ROOF SHEATHING DVERTIZING FASCIA WOOD PRE -ENGINE R D TRUSSES \" SP AN RA TED CEILING BOARD 8" X 8" KNOCK OUT BLOCKS WITH 1 #5 CONT. 2-PL Y 2x4 STUD A SHO'M'J. STRAP EACH END 1600# 14' - 8" 12'-0" MIN CLEARANCE t t TYP SWINGING GATES MIN 1 1/2" DIA GAL TUBULR STEEL WI PRIVACY SLATS ON 3" DIA GALV. STEEL POSTS DROP PIN 1/2" METAL ROD GA 3/4" HOLE 6" , ASPHALT, PRO I 6" LONG. IA 18" LONG LA TCHES IN o CONC. IN 3/4" PVC SLEEVE : o I <.D ~~R BLOCK USE (1) SIMPSON ULLY GROUTED CELLS EXTERIOR ELEVATION 1/4" = 1'-0" 5'-0" CANTILEVER TIE BACK POURED BEAM 8'-0" n SCAB 2x4 STUD (8d @ 6") TO GABLE STUDS TO REIN'FORCE stUCCO FROM PEAK TO 4' HE GHT (3) # 5 TOP STEEL GABLE TRUSS # 3 TIES AT 12" .C. # 3 TIES AT 8" O.C. 1'-4" ~ BP ADVERTIZING FASCIA \" COX - NAIL AS ROOF SHEA THING '0 r- STRAP TO GABLE BOTTOM CHORD @ AL TERNA TE STUDS (3) 1/4" X 2 3/4" TAPCON TO BLOCK & (3) 16d TO GABLE END VAPOR BARRIER BETWEEN BOTTOM CHORD AND CMU \" DIAM. DRILLED ANCHOR (SOFT SET @4'-O" O.C.) DR "J" BOLT 5 BOTTOM STEEL [] [] [] 3/4" PIC INSULATION BOARD APPLIED [] TO BLOCK SURF ACE wi 1 X 2 FURRING []~ [] ACI HOOK FORA TED VINYL CEILING # 3 TiES AT 4" O.C. 1'-0" DETAIL CANTILEVERED CONC. BEAM AT EACH END 1 /2" l' - 0" ~ 5'-0" f 1 . 20'-0" APPROVED PRE ENGINEERED TRUSSES AT 24" O.C. USP TA16 AT EACCH YTRUSS END TO BLOCK USP TA16 AT EACCH YTRUSS END TO BLOCK / M/\ /\/\ /\~/\/\ [] [] [] - 3/4" PIC INSULATION BOARD APPLIED [] TO BLOCK SURFACE wi 1 X 2 FURRING _ []~ STRIPS AT 16" O,CC [] [] [] [] [] [] [] I[] I[] I[] I[] I[] I[] :[] I[] I[] '[] U []--- c=J MiNERAL FISHURE PA EL SUSPENDED CEILING SYSTEM 1/2" DRY WALL WALLS 8" CONC BLOCK wi TYPE M MORTAR 8 X 16 HEADER BLOCK [] ._~ 8 X 16 CONC FOOTING wi (2) # 5 CONT. TO UNDISTURBED SOIl., BOTTOM MIN 12" BELOW FIN GRADE S T R U C T U R A L SECTION "C - C" 1 /4" . FRONT T 0 B A C K 1 ' - 0" J CHAIN LINK FENCE AROUND rr- -. . --, _~_m '---------~-,----. 111--\------0--1 II _ \ 0 I ! <? 6" DIA STEEL BOLLARDS e ? CONC. FILLED - TYP 0:: W I .CL I ~ I " I , I DROP PIN HOLES ~ I I ~ II I ~ t " I CLO I lJ ~ I If) I I I ____.J 14'-8" FLOOR PLAN 1/4" = 1'-0" DUMPSTER DETAILS BUTT SUSP CEILING SYST. TO PARTITIONS 3\" STEEL TOP CHANNEL 3\" STEEL STUDS AT 16" O.C. ---------- 1/2" DRYWALt WA LS 3\" STEEL BASE RA T SOLE PLATE TOP COURSE K.O. BLOCK wi 1 # 5 CONTINUOUS CHAIN LINK FENCE W U Z W u.. :x::: z ~ PRIVACY SLATS INSERTED IN FENCE FOR OPAQUE SCREEN . ro I .0 Z r- :::!: Z <( :r: u I C) I . o I u:::> 6" 3000 # CONC REINF wi 6 X 6 2~O~ . ro I .~ FIN. GRADE Z :::!: c o I .~ EMBED FENC 6" IN CONC. MI 16 X 16 MONOLITHIC FOUNDTION wi 2 # 5 CONT. BOTTOM MIN 12" BELOW FIN GR ADE TYPICAL STRUCTURE 1 /4" _~~~O" L1NETYPE LEGEND (ENTITIES ONLY) LINES REPRESEN TING ORIGINAL STRUCTURE LINES REPRESENTING REMOVED STRUCTURE LINES REPRESENTING NEW STRUCTURE TRUSS GIRDER AT CENTER OF BUILDING PROJECT PARTITIONS THROUGH CLG TO ACT AS CEILING SUPPORT #3 TIES @ 4" UP ~ 413 @ 12" THE REST OF BEAM ~~~~~~ME;N~NgF O~-:;K:~LBAum_-- _.. n-l #3 TIES @ 4" UP TO 16" FROM END OF BEARING EA END 2 65 TOP STEEL . BEN AT QUARTER POINTS / ACI HOOKS AC HOOKS - 1'-0" -~~'~----'----~=~J EXIST BUILDING = 404 SO Fl NEW ADDITION = 796 SO FT. TOTAL NEW BUlLDIN~=:-~1200 S~ FT. I GIRDER TRUSS AT CENTER OF BUILDING NOTE CONTRACTOR TO SITE VERIFY ALL EXISTING FEATURES & DIMENSIONS USP KHGLB ADD 3 COURSES 8" BLOCK A TOP EXISTING BLODK WALLS TO BE RETA ED (2) #5 TOP STEEL #3 TIES PLACE AS SHOWN FULL GROUT CELLS W I RODS DRILL AND EPOXY 6" INTO EXIST LINTEL FOR # 5 AT 40" a.c. EXISTING TOP OF L1NTE I i[] EXISTING 8" BLOCK WALL in I DETAIL TO RAISE LINTEL 2' -0" ON EXIST BLOCK EALLS (4) #5 BOTTOM STEEL WHERE FORMAL JOB OBSERVATION IS NOT PART Of DESIGN SERVICE, OR 'M-lERE THOROUGH IN~STlGA TlON IS NOT ORDERED OR AlLO'M:D. OR 'M-lERE PERSONS OTHER ThlAN THE DESIGNER ASSUME CQNTRel OVER THE TIME ALLOTTED FOR DESIGN IN\fSTlGATION AND DRAfTING, OR BRING UNDUE PRESSURE ON THE DESIGNERS TO IN..AJOIClOUSl. Y BRING THE DESIGN PROCESS TO A PREMATURE CONClUSION, THE DESIGNERS SHAll IN NO WAY BE HELD RESPONSIBLE FOR ANY DESIGN DEFlOENCIES CAUSED THEREBY. THE ({NERAl CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER EXECUTION AND FOR NOTIfYING THE DESIGNERS Of ANY APPARENT OISCREPANOES BEFORE CONSTRUCTION BEGINS. NO PlAN SHALl BE DEEMED THOROUGHLY IN\fSTlGA TED THAT DOES NOT BEAR THE CffIClAl PRa:-ESSIONAL SEAL AND SIGNA lURE Of THE DESIGNER. 'M-lERE SPECIAL ENGINEERING MAY BE REOUIRED. iT SHALL BE THE RESPONSlBIUTY a:- THE CONTRACTOR TO PROVIDE SAME. ANY CHf-NGES MADE TO THIS PLAN BY PERScm OTHER THAN THE DESIGNERS OR 'THOR AGENTS 'MTHOUT THEIR KNOYtiDGE AND CONSENT SHALL NULUfY ALl FURTHER RESPONSIBILITY a:- THE DESIGNERS OR THEIR AGENTS TO THE ClIENT. 'THIS SET Of DRAMNGS CONSTITUTES lHE SelE [INSTRUMENT a:- SERVICE. ANY OTHER DESIGN CHANGES OR ASSISTANCE OR ADVICE SHALL CONSTITUTE SUPPLEMENTARY SERVICES AND SHALL BE CHARGED TO THE ClIENT AT THE CONTRACT RATE. ANY USE a:- THIS PLAN SHALl CREA rr AN ENFORCEABLE LEGAL CONTRACT ADDENOUM TO THE BASIC DESIGN CONTRACT a:- RECORD TO INClUDE EACH PROVISION OF THIS NOTE BETV\{EN PARTIES INVOLVED. THE DESIGNERS SHALL BE SOlE JJDGE 'MTH RESPECT TO ALL INTERPRETATION a:- THE FOREGOING. 8" X 24" POURED CONC. LINTEL ELEV. & SECI1QJt.QE_EJSTRAlliID END OF GIRDER TRUSS.JlVEB WINDOW seAl F 1/?" = 1'-0" THIS PlAN WAS PREPARED EXClUSIVELY fOR DNT PETR'QEUhl, INC. FOR ADDITION AMD REMOOElING ~ A GAS STATION AT 1209 N. FT. HARRISON ClEARWATER, flORIDA. LOTS 8, 9, & 10, ENGHURST ADDtTlON!O ClEARWATER ALL RIGHTS ARE RESERVED TO THE DESIGNERS. MORITZ DESIGN a:- ClEARWATER, FL ANY USE ~ THESE DOCUMENTS OTHER THAN BY THE OWNER OR BY HIS DiRECTION IS STRICTlY PROHIBITED UNDER THE LAW. ANY UNAUTHORIZED USE IS PROHIBITED UNDER THE PROVISIONS OF THE FEDERAL copy RIGHT ACT OF 1976 AND ALL REVISIONS THERETO, INClUDING THOSE AW>TED UNDER THE JJOIClAl IMPROVEMENTS ACT a:- 1990, PUBlIC LAW 101-650 EffECTIVE OCT. 1, 1992. IN PARTICULAR PART 202. ARCHTEClURAl WORKS. AlSO UNDER TITLE 17, U.s. CODE. AND ARTIClE 6. A.!.A. CONTRACT FOR THE PROVISION Of ARCHlTEClURAl SERVICES, DOCUMENT B-141 AND ALl OTHER FEDERAL STATE, AND LOCAL LAWS RESPECTING THE PROVISION a:- PRCHSSlONAl DESIGN SERVICES. ALL JURISDICTIONS AND OTHER INTERESTS SHALl TAKE CAU~ THAT 'MTHOUT THE DATED SIGNATURE AND THE OfFICIAl IMPRESSION SEAL a:- THE DESIGNER, THIS IS NOT A LEGAl copy H li, CANTILEVERED CONC BEAM EACH END - - ---.-,.-=-=--~~~,-".._...,---~-,...-~--_..._---_._- I certify that the structure and appurtenances described an these plans has been designed to be in compliance with Section 1606 of the Standord Bulldln9 COe,le. with design loods from ASCE 7-95/6 (ANSI 7-95/6 (ANSI A58.1) boslc wind speed 130 mph. three second gust, importance foetor Cot(l9ory 1 (at hurricane ocean nne) Velocity Pressure xposure Coefficient and Gust Effect factors for Exposure C. Paul E. Hagler, P.E. Consulting Engineer (727) 738 - 9025 1330 Heather Ridge Boulevard Dunedin, FI. 34698 This plan is certified for STRUCTURE ONLY n o o ~ N 0 i ~ C) .. ::::l r <: CD .. i ~ <{ <{ I):: o 0 <( o n:::: o ---l LL - n:::: l..J..J I- <( 3: n:::: <( l..J..J ---l U u :z w ~ F SEAL: n8~ '<to 0 0 cONO CN N N . "0~cri ,~ .--: r- U"l0CL>- ::::l w<: (/)~ en Ll'l,--... r--- <0 I"')N Z I"') t,() C) -I r--- t... I - .<0 c..n a::: N W ~t::.. <{ 0 ~ Z a::: <: <( .....J ::1Cl.. r-... I U I I I I I ".J . ~ I II f- . N - ~ r--- D:::: ~,--... <( r--- 0 :::> N at::.. 2 ::::!i :::> 11l ~ C I"') 0 "<t ~ r--- Cl.. C"I .........1-' 3:~ ~':C ~<-' o~ z 8~ c..:> UU Vi <{ . W 0 o;!;;~ 0 O..:e !5! w Cl:: ~:2~tX - ~o w f5 ~ U Cl:: ~2tvi~ . ':J: n~:::><-, 8 ~i'E N ~::j @~~ <{ - L ~ l..J..J ---l o n:::: I- l..J..J 0.- co .-I ..... <: I z ~ o Wz :II: ViO::f-c..:> tG~i2Vi ~ l<-c..:>F=W a::: 0(7)(/)0 w ~w~c..:> U '," W Z. o,....zcs W'-'<:~ C;:~S:?5 F=Oo::co o::='w w:::>~u.. uco<:O I- :z o n:::: o LL :z o I- <( l- V) V) <( C) o I- V) :z o I- o o <( Cd C) :z ---l l..J..J o o L l..J..J n:::: (Q\i C'- )~( ~ ~ ~\ ~ ~ G \)1 I I ~ en ~~~\ ~.. f'~ 'UtI :)Mn (f .~, r~ ~~ ~ ~-" 'tij \,1) :> fj' ""'d rJJ ~~~ PLAN NO. 10307 SHEET NO. 9 OF 10 (4) 4/0 AWG THW CU IN 1/2" C @ c::::=::::J (3) # 6 AWG THW CU ~l"C \,,-~ ( 4) 4/0 SUB EED E 16 CKT ML PANEL NEW 200 AMP 42 CKT MLO BR R WEATHER PROOF PANEL (4) 4/0 AWG THW CU 2 1/2" C ALL UPGRADES ARE TO E UNDERGROUND 1/2" C 400 A MAIN DISCONNECT FUSED AT 230 AMPS # 8 CU # 2 CU ELECTRICAL RISER DIAGRAM ELECTRICAL <INERAI.. OOiTING - WH.K IN 00ClER 2 1/2 TON A.c. ON HEAT SlOE - 9 KW C<fF'fI MAKER <UARCO AM) FU4PS HOT WAlER HEATER 9GH aRClIT Ia: MAKER (4) SMAll. 1flfUANC[ CIROJTS AT 1500 VI ~ UGtTS ICE~ (2) ft~ COCURS AT 750 'II (2) EJ&({NCY OOiTS AT 300 W TOTAL roAN) 43,950 [lva:o BY 230 == 191 NdPS THIS PLAN WAS PREPARED EXClUSIVELY FOR DNT PETROlEUM. INC. FOR ADDITION AMD REUODEUNG or A CAS STATION AT 1209 N. FT. HARRISON _ CLEARWA TtR, flORIDA. LOTS 8, 9, tt 10, ENGiURST ADDITION TO CLEARWATER ALL RIGHTS ARE RESER\{D TO THE OESlQUS, t.4OR1TZ DESIGN OF ClEARWA TtR, fL ANY USE or THESE DOCUMENTS OTHER THAN BY THE OM-lER OR BY HIS DIRECTION IS STRICTlY PROHIBITED UNDER THE LAW. ANY UNAUTHORIZED USE IS PR()lI8lTED UNDER THE PRO"t1SIONS or THE FEDERAl Copy RIGHT ACT or 1976 AND ALL RE"t1SIONS THERETO, INClUDINC THOSE ADOPlED UNDER THE JUDlaAL Jl.IPROVEMENTS ACT OF 1990, PUBlIC LAW 101-650 EfFECTI\{ OCT. t, 1992. IN PARTICULAR PART 202. ARCHITtCTIJRAl V<<lRKS. ALSO UNDER TITlE 17. U.s. CODE, AND ARTIClE 6. A.I.A. CONTRACT FOR THE PROVISION or ARCHITECTIJRAL SERVICES. DOCUMENT B-141 AND ALL OTHER FEDERAL. STATE, AND lOCAl LAWS RESPECTINC THE PROVISION OF PROFESSIONAL DESIGN SERVICES. All .AJRISOICTIONS AND OTHER INTtRESTS SHAll TAKE CAUTION THAT 'MTHOUT THE DAlEO SlGNATIJRE AND THE CffIaAL IMPRESSION SEAl or THE DESIGNER. THIS IS NOT A LEGAl copy 'M-iERE fORMAL XlB OBSERVATION IS NOT PART OF DESlGbI SERVICE. OR 'M1ERE THOROUGH INVESTIGATION IS NOT ORDERED OR ALLO~D. OR 'M-lERE PERSONS OTHER THAN THE DESIGNER ASSUME CONTRQ OVER THE TIME AllOTTED fOR DESIGN IN\(STlGA TION AND DRAfTING, OR BRING UNOUE PRESSURE ON THE DESIGNERS TO INJUDICIOUS\. Y BRING THE DESIGN PROCESS TO A PREMA lURE CONClUSION, THE DESIGNERS SHAll IN NO WAY BE HElD RESPONSIBlE fOR ANY DESIGN DEfICIENCIES CAUSED THEREBY. THE GENERAL CONTRACTOR SHALL BE RESPONSIBlE FOR PROPER EXECUTION AND fOR NOTIfYING THE DESIGNERS Of ANY APPARENT DISCREPANCIES BEFORE CONSTRUCTION BEGINS. NO PLAN SHAll BE DEEMED THQROUGl-l Y !N\(STlGA TED THAT DOES NOT BEAR THE orFlClAL PROFESSIONAl SEAL AND SlGNATIJRE or THE DESIGNER. HRE SPECIAL ENGINEERING MAY BE REQUIRED, IT SHALL BE THE RESPONSlBIUTY C$ THE CONTRACTOR TO PROVIDE SAME. ANY CHANGES MADE TO THIS PLAN BY PERSONS OTHER THAN THE DESiGNERS OR THEIR AGENTS YATHOUT THEIR KNO\lA...EDGE AND CONSENT SHAll NUlUFY All fURTHER RESPONSIBIUTY (f' THE DESiGNERS OR THEIR AGENTS TO THE CLIENT. THIS SET OF DRAWINGS CONSTllUTES mE SQE INSTRUMENT (f' SERVICE. ANY OTHER DESiGN CHANGES OR ASSISTANCE OR ADVICE SHAll CONSTITUTE SUPPLEMENTARY SERVICES AND SHALL BE CHARGED TO THE CLIENT AT TliE CONTRACT RATE. ANY USE or lHlS PLAN SHALl <;REA TE AN ENFORCEABI! LEGAl CONTRACT AOOENOU~ TO TliE BASIC DESIGN CONTRACT IS RECORD TO INCLUDE EACH PRO\1S1ON C$ THIS NOlE BETVt(tN PARTIES INVOlVED. mE DESIGNERS SHALL BE SOlE J./Da: YAlH RESPECT TO AlllNTERPRUA liON or THE fORt:GOING. C A L C U L A T ION S 1200 50 FT. AT 3 'II 3600 W 5500 'II 9000 W 1500 W 3000 'II 4000 W 1800 VI 750 VI 6000 W 3000 VI 1200 W 1500 'II 600'11 4,1.950 'II USE NEW 200 AMP 42 CKT MLO BRKR WEATHER PROOF PANEL 5tlBFEED OIST 60 A P N*1. JOB NOTES ----~---~-- L1NETYPE LEGEND (ENTITIES ONLY) LINES REPRESENTING ORIGINAL STRUCTURE LINES REPRESENTING REMOVED STRUCTURE LINES REPRESENTING NEW STRUCTURE EXIST ELECT PANEL RHEME RAKA08JAS 2 1/2 TON CONDENSER 10.0 SEE~ LOCATE FIRE & SMOKE STATS ~~ .... ~ IN SUPPLY DUCT 81UJ'a RElURN 1JR '" SYSTEN BY ~c. 501.4, 2001 fU. fl.CG ~ ~( EXIST GILBARCO I\~..'I ~ /4" PVC CONDENSATE L ~ -:::.. .J <= i - - - - - - - - b -r=A - - - - - - - -I - - - - --- 11 T_ = ~ ! . . . . . . . -- -- -- - -- '-...... COOlER -C~ ER - i ~ r ,,1 -r-ri , tdIH 15< Olt[ ~ f'~ '\ :{ . ' -t;~ I' I }~~ l.. J, DICAP TOILE T \ 9 X 9 4 W~ YS 71 AKEUF AIR TO 0 , ORAG ,.... o 0 CF~ S 13~CI M 9 X t13 ~ WAY ~ROC r~T 300m ~ . '.f.' 10 X~ 0 FICE .... I I.. ':::It- L.t' 10 6 7) CFM b CFM AT 08 A ilC PRE" . , 10 X !fO CFM I I I [II I ._'-' 4" Fl EXO C 1i1 -- -../V\r- ~ -- --../V\r- ~- I / l.- I - - , \" ~ I It.. 7" C"I C"VI'II I('T I 7-i ~\. /. "- " \ ,,~ ~ ~LEX DUCT\ / (4 ~!i.i 1 \ 7" F EXDUC T I FE> DUC ~- I R JA r-RILLE , ) I "u- ]; 1 X~ ~- 1 " I .....~ -- 7. 7" Fl EXDUC V T HER~O STAT L ')CA TIO ~J V~ ~ ' /" LEXDL CT' ~c ~ FLE KDUCT ). I ~ ~ 8 ~ I '... -./V\r- gr Jvv..- -- -../Vv-- -- -../V\r- . . . I - V 7" I LEXDU r-T I 12 ) J t 8 . FLE f\DUCT WAYS 12 XP WAY~ f.- I 1C:: f"'rll /, lfii ~~ ~-'-~'= ~t~ -- - .-. ------ ------ '-' '-' ... 1 ~ 5 CFM .... -../Vv-- . . I -- v -- -../V\r- I ). vv 12 X 12 l WAYS r WAYS ~+Wt(~ 1 9 X I '160 CFM 13 ) CFM I F- I I I . , --, .c~-::==:-:-:=.::: .:;:ij::'.c;:.::;.--::.::= - ~- --...-' ........".- -"-,," LA hJ:-=''1_-.c=~~- , . '.ij . ., ~ ,.c.c:=d .......-.-. -+--- -- -- -' -, ,---"~~~'~---",--------,--- - ----~ , .. ,. , .- .---.------------' '~,- --'/ . . ',-- R30 CEILING INSULATION 8" BLOCK WALLS wi R4.2 SIDEWALL INSULATION PROJECTED OCCUPANT LOAD IS 12 PERSONS DUCTS WILL BE R-6 IN UNCONDITIONED A HIC SPAC AMP OCCUPANCY IS A-2 SMALL ASSEMBLY 2 1 /2 T~ 1200 (JW AIR HANCUR '11M 6 KW HEAT STRIP ELECTRIC SYMBOL KEY =€} ~ GC~ \~ ~ ffYt- .- lttJ $ -Q- ~ 240 fLUOR. rei: ..;:;..0' ~ ~ =~,~,.=..,.--c=.....,.-=.-.-.._,..,.-=.",," ..,-.-,.-c---""'"'"...----..,-,-.-.,..- ________._._._..._:.___.n..~___~__~_____._.__.____ ----.--.-.~-.-----------.._--. 110 OUTLET 220 OUTLET GROUND FAULT INTERRUPTER WA TERPROOF OUTLET WIRED DIRECT APPLIANCE TV OUTLET PHONE OUTLET INTERCOM STATION SWITCH SURFACE-MOUNTED LIGHT ~ 240 FLUORESCENT LIGHTS EXHAUST FAN & LIGHT FLOODLIGHTS SMOKE DETECTOR REM ODE LED 1/4" . 1'-0" H.V.A.C. P LAN SCALE: ~\4C[ I..IPGVlJES SiAlL BE ~ .-'- - - -'-'- -.-. -'-. '-'-. -, -, -. - · \~M ~Ifl~ ~ ~v <= {~I V/ n } :1: : : : : . / . I ~ ,-' / : ~ r---,\ I I -. \ I ::. I , ~ I ~ A I~ I I ~ ~'" I 1 ~ 0' t2I :~ " ~ .~ '" - /~ I 1= "" I ~ f ~ r_7--.L-I = ~ ~~: ).,/ .~.- I ~ <t;O _ /. \ !,^ _.......~ ~ ./ i ~ (>0 ~~.../ / i \ ~ :.~WQi~:=---.-t \ 0.. .tl8o . ~ ... ~Clv> /~ \ z 1"- ~~Z --- ~ \ I~ - ~ ~ J a:: 3<:50 ./ \ g ~~w ---' u 2 ~~ ). \ <t;N~ - . \ F - - .. - - - - - - I --~-A \\} \ \ \ \ \ \ I I I I I I cw cw =€ c:;:-:-j Ir l.!..!J[l!. ~~ ~ ~~ o FI~~ IE ~ r"'l ~ ~./-. @= ~r @ S"'O~'~CE - /' t..- ic . __I'i // (@ ;::::: '-.. :~ ::> ~ / ~ ....... --........ ./ ;/ --' ""'-'--f. = .-/ -' , ~ ~. -.-- ,- "- ~" ( <t1) /' ~./ .1/3': I ~ I -Ptti / .1 ~ JNf 't ~ / b:.... ~ .-/ \ r-. _~ _ . ;_ '~~~ .-,-, ! u '/ 1<<'" (If. (~ , ~ ~ ~ Q. 1/ ~ \ ~. :s c ~ ... / ~ , ~. ':5 'G:- o-, I~ .C'. I / /' / ~ "- " ....... , I I ""-..j. 1-. I -'-' : dt - / ....v - '--... - v ./ .-/ -- - I -'- _.- .- dt h :J~ ~ fA 2.J ~" II II T To 'rr' T ..... , , ~ r~ PRO'v1DE ELEC.TRtCA~UTLETS AS NEEDED FOR _ _. _ . .wMP>>ITR"'& SECURITY SYSTEMS ~~ PROVIDE ELEC. OUTLETS ABOVE WINDOWS FOR LIGHTED SIGNAGE --........ - REM ODE LED 1/4" . 1'-0" ELECTRICAL P LAN SCALE: I certify that the structure and appurtenances described on these pions has been designed to be in compliance with Chapter 16 of the Florida BuildinQ Code. 2001 NOTE CONTRACTOR TO SITE VERIFY ALL EXISTING FEATURES & DIMENSIONS Paul E. Hagler, P.E. Consulting Engineer 1280 Heather Ridge Boulevard Dunedin, FI. 34698 Th is plan is certified DATE FPE 20158 for STRUCTURE ONLY (727) 738 - 9025 --~.~~~.......".,.-~-~-~~...-.----".~~....,.-,-~--~...- ._~_~.__ _,..,..~_~"__'~_~__ ~_n___"""-"'-_-"""-,_~~,~"'__~~_=~~~~=" '=.....,...."_~~.. ",,__~~~._'_.~____~~~__ ~___. . ~:J'; f'0 o o :,; N Cl 0'1 ~ N <..:> >- ......J :::J r -, co .. ~ ~ < < 0:: Cl Cl <( o 0::: o ---l LL - 0::: W I- -< 3: 0::: -< W ---l U - u z - ~ :::J W ---l o 0::: I- u.J CL .. I- Z o 0::: o LL z o I- -< I- c.n c.n -< C) o I- c.n z o I- o o -< ~ C) Z ---l W o o :2 w 0::: L...J J=! r= SEAL: f'0~ 00 00 NN ~Ncri ~.-:~ 5 Q.. <( ~ ~~ 0> LO......... Pic.o z ,., ~ r...... ....J ,..... "--" t..- 1 (r'\ a:: ~ V) W.,..... W '<'- o 3= z Cl:: 4: 4: ....J ~O- NUl .<0 I- ci ~ _ Cl 0.::: t- r:::- O 4: N 3!:. :2 ~ .. ~ ~ ,., 0 '<t ..c ,..... 0- N ..........-: ~~ .. .... Ors ~- ~ ~~ i:3<o o~~Cl O.:tl ~ ..... c:: ~:2~w -~cstJ 5~uo:: :22tvi~ ,....., ::.c => rs 8~~Q: NlIEw...... o ...... f=! ;;i 19 :cl.i= ......J <( Z o Wz V"ia::I-<..:> i:3~F?V"i _ .....<..:>Fw CD O-e,nO - a:i:3~C-' I Q..o Z S o,...Zes :# W'-'-<:......J u...ZU- I- - C5 a:::::> ~ :;:~wCD w ~~~~ u ! i ~ A'!\ Q.,.~ 0.0 u.9 ,- "," tU "'~ > w W< PLAN NO. 10307 SHEET NO. 10 OF 10