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FLS2004-05031 (2) FLS2004-05031 535 S FT HARRISON AVE FT HARRISON RETAIL PLANNER OF RECORD: JVS ATLAS # 295B ZONING: D LAND USE: CBD RECEIVED: OS/26/2004 INCOMPLETE: COMPLETE: MAPS: PHOTOS: STAFF REPORT: DRC: CDB: CLWCoverSheet .' ~ - .1';'" ~(,flffJ'4fr#,# ,oj ~ ~,-:t.M.ol 1k'A-.... ~If~ "",;,'~-,,_i.-7x;., .....t-::. ...., #M'---~ ':" ";:-:',' \ i ~. c- . t -: " , , ';. ~ .. \.!: t:C'?:'. .' <l(~ ~~\ ~~~ ':.~...ri'--_ ....~\\ " -...;.rJf.---w"''{.~.\ .........:;.1Trft.;e~ '4""IS#pr CITY OF CLEARWATER loNG RAJ-:GE Pl.AJ"lNING DEVELOPMENT REVIEW PLANNING DEPARTMENT POST OFFICE Box 4748, CI.EARWATER, FLORIDA 33758-4748 MUNICIPAl. SERVICES BUIlDING, 100 SOUTH MYRTLE AVENUE, CI.EARWATER, FI.ORlDA 33756 TEI.EPHONE (127) 562-4567 FAX (127) 562-4576 September 3, 2004 Win-Ft Harrison Mr. Owen Ewing 2901 Rigsby Lane Safety Harbor, FL 34695 RE: Development Order regarding case FLS2004-05031 at 535 South Fort Harrison Avenue. Dear Mr. Ewing: This letter constitutes a Development Order pursuant to Section 4-202.E of the Community Development Code. On July 8, 2004, Development Review Committee (DRC) reviewed your application for Flexible Standard Development approval for ~edevelopment of a property zoned ... Downtown. The request is for construction of a 14,836 square foot retail and restaurant strip center with a parking reduction from 106 to 79 parking spaces, under the provisions of Section 2-902.M/N and the Clearwater Downtown Redevelopment Plan. The DRC recommended approval of the applications with the following bases and conditions: Bases for Approval: 1. The proposal complies with the Flexible Standard Development criteria as Restaurant and Retail Sales and Service per Section 2-902.M and N. 2. The proposal complies with other standards in the Code including the General Applicability Criteria per Section 3-913. 3. The proposal is in compliance with the Vision, Goals, Objects and Policies of the Clearwater Downtown Redevelopment Plan and the Downtown Core character district. 4. The development is compatible with the surrounding area and will enhance other redevelopment efforts. Conditions of Approval: 1. That a unity of title document be recorded and a copy provided to the Planning Department prior to issuance of a building pennit: 2. That the Open Space impact fee be paid prior to issuance of a building pennit: 3. That all Fire Department Code requirements be met prior to the issuance of any permits; ~ ",1 " BI{I-\I\,1 Al r-:(.~I, !\1"()Il-CWI\1I~~1()1Ii11{ II< IYI 11.\\111 1 Ol\, VI< F !\1 -\\ ()1l-C()~I~lI~~loro.rll \\ 1111 ro.l\ (; I{", ( 0\1\11\\1< 1\11{ FIl\\" 111I11\\IU I, C< 1\1~1I~~1< 1l\II{ * 11111.1< 1"'~Oro.. ('( 1\1\11\\1< 1\II{ "E<)IIAI. EMI'IO\MI'NI A\l11 AFrmMAJI\'F A< J10:'\ btI'IO\FI{" .\ ~ \. September 3, 2004 Win-Ft Harrison - Page Two 4. That all Engineering Department Code requirements be met prior to the issuance of any permits; 5. That the final building elevations including final colors and buildinglroof/window/trimletc. material samples be submitted to Planning Staff, prior to issuance of a building permit, and be consistent with the elevations dated submitted August 25, 2004; 6. That any future changes to the buildings (color, material, design, fencing, etc.) be reviewed by the Planning Staff; 7. That all signage meet the requirements of Code and be architecturally-integrated with the design of the building with regard to proportion, color, material and finish as part of a final Comprehensive Sign Program package (as required) submitted to and approved by Staff prior to the issuance of any sign permits which includes that: a. All signs be designed as part of an overall theme that respect, enhance and contribute to the architectural style, detailing and elements of a building; b. All signs consist of design, colors, materials, size, shape and methods of illumination which reinforce the overall design of the f~ade; c. All attached signs are installed so the method of installation is concealed or made an integral part of the design of the sign; d. All wall signs be located on flat, unadorned parts of a fayade such as the horizontal band between the storefront and second floor or on windows, awning flaps, fascia, etc.; and e. The letter size, letter and word spacing, font style and other design elements of all signs .. create an overall high quality aesthetic appearance, I concur with the findings of the Development Review Committee and, through this letter, approve your application for Flexible Standard Development with above four conditions. The approval is based on and must adhere to the application, site plan and perspectives dated received August 25, 2004. Pursuant to Section 4-303, an application for a building permit shall be made within one year of Flexible Standard Development approval (September 3, 2005). All required certificates of occupancy shall be obtained within one year of the date of issuance of the building permit. 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._ In addition, please be aware that an appeal of a Level One approval (Flexible Standard Development) may be initiated by an applicant or property owners within the required notice area and who presented competent substantial evidence in the level one review, which is the subject of the approval within seven days of the date the development order is issued. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. ... .. ! ~ ... September 3, 2004 Win-Ft Harrison - Page Three If you have any questions, please do not hesitate to call John Schodtler, Planner I, at 727-562-4604. You can access zoning for parcels within the City through our website: htto://www.mvc1earwater.com/. * Make Us Your Favorite! Sincerely, Cynthia H. Tarapani, AICP Planning Director Cc: file Surrounding Property Owners .. ., .' S:IP/onning DepartmentlC D BlStandard F/ulPending Casesl2 - Reviewed and PendinglFt Harrison S 0535 (D)lFt Harrison S 535 Development Order.doc .!' .rt ' '- Boen's Tree Service P.O. Box 86 Ozona, FI., 34660-0086 Tree preservation plan for Fort Harrison Retail, 535 S. Fort Harrison Avenue, Clearwater, Florida The following report contains specific recommendations to assist with preserving existing trees incorporated into the [mal site plan design. In addition, the plan provides recommendations for trees on adjacent properties that will be impacted by the proposed development and trees growing on City of Clearwater rights of way that abut the subject property. General notes: · All crown pruning, root pruning, aeration system construction and other arboricultural activities performed on the trees referenced herein shall be performed by or under the supervision of an International Society of Arboriculture (I SA) Certified Arborist and in accordance with applicable American National Standards Institute (ANSI) standards for tree care operations. (A-300 for pruning) · Crown pruning and root pruning shall be performed prior to commencement of site work to prevent unnecessary damage to preserved trees. · Tree barricades shall be installed around preserved trees per the City of Clearwater Tree Protection Ordinance specifications, prior to the commencement of site work and shall remain in compliance throughout the construction process. · Tree barricades meeting City of Clearwater specifications shall be installed into root pruning trenches after root pruning is complete. · Changes in the approved [mal site design that affect trees to be preserved shall be submitted to the proper City of Clearwater department for review. Specific recommendations: The following recommendations reference trees numbered in red ink on the attached final site plan. .- Tree #1 - IS" diameter (diameter of tree trunk measured 4.5' above grade) southern red cedar (Juniperus silicicola) tree located on adjacent property. Root prune tree per red line on site plan and construct tree barricade per the red line and blue line. Raise canopy to a height of 14-15' above the proposed grade..to-ae6emmodate construction equipment and future vehicular trffc,) ~ (C ~ ~ 'Yl ~ 0 \ \\0" ~Ii i Ilnl\ ""G~5~j' \ \ PC::NNING & DEVELOPMENl SERVICES _< .....".,...,..,r"l ORIGINAL . . (~. ., , Tree #2 - 36" diameter live oak: (Quercus virginiana) tree located on adjacent property. Root prune tree per the red line on site plan and construct tree barricade per the red and blue line. Raise tree canopy to a height of 14-15' above the proposed grade to accommodate construction equipment and future vehicular traffic. Remove deadwood in crown located over property. Tree #3 - 18" diameter live oak (Quercus virginiana) tree located within interior landscape island. The site plan proposes to preserve this tree within an interior landscape island that is surrounded by pavement. The tree's absorbing root system will experience grade cuts that will severely impact this tree's ability to survive. It is recommended that the interior landscape island directly to the west of this tree be incorporated into the interior landscape island supporting this tree (as shaded green on the site plan) to increase this tree's rooting area and its chance of survival. In addition, an area equal to the tree's dripline (as depicted on the site plan) should be constructed of concrete installed on existing grade and vented every four feet with a Water, Air, Nutrient Exchange aeration system (W.A.N.E. unit) or equivalent aeration device approved by an I.S.A. Certified Arborist. Raise the canopy to a height of 14-15' above the proposed grade to accommodate vehicular traffic. If this tree's root system cannot be protected per the above described methods, contact the appropriate City of Clearwater department to discuss options. Tree #4 - IS" diameter Laurel oak (Quercus laurifolia) tree located at the southeast corner of the property. This tree is located 4' from a sidewalk to the south and 5' south of a proposed retention pond. The proposed grade cuts for the pond excavation will impact the tree's already thinning crown. One option is to shift the proposed pond as far as possible to the west and root prune and barricade the tree as delineated by red and blue lines respectively. Raise canopy to a height of 12-14' to accommodate excavation equipment. A second option is to remove the tree. Contact the appropriate City of Clearwater department to discuss removal options for the tree if it is located within the subject property. Tree #5 - All trees growing on the City of Clearwater rights of way shall be barricaded per the specifications of the City of Clearwater Tree Protection Ordinance. If you need further assistance relative to the tree preservation measures described above please call Alan Mayberry, Consulting Arborist, Boen's Tree Service, at (727) 785-5779 (office) or (727) 709-2000 (cell). OR\G\NAL .- PLANNING & DEVELOPMENT SERVICES \_____ CITY OF CLE;.\RWATER . , , , . . . . . . . . . , . . . . , . . . . . , . . . , . . . , . , , ' ------- ,~ I CHIPj..EY PROJECT LOCAnON GULF or MEXICO -~ WEST PALM I: BEACH FORT LAUDERDALE ~,...' ~. KEY WEST VICINITY MAP (Not to Scale) TREE LEGEND 4" . CITRUS TREE 08" CHERRY LAUREL 10" e MAGNOLIA 08" MAPLE 10" G OAK 6" '* PALM *-6" PINE 14" o PECAN 14" ~ CEDAR ~5" ELM .6" lIGUSTRUM 8" * SWEET GUM 05" MISC ,III, 611 3 ~ CYPRES "il'\'~ o 7" HEDGE e8" CHAMPHER ~1 0" MULBERRY 17" 11- PLUM LEGEND GY [Xl 1m Im(') I!IJG @ jillN NY [Xl rnA IDw e 'NY [Xl ~ ~ $ $v e eM ciL ~ ~ <it GAS VALVE GAS METER GAS METER-MULTI GAS UG MARKER GAS FILL CAP PROPANE UG-MARKER PROPANE VALVE AMMONIA UG-MARKER WATER UG-MARKER WATER WELL WATER VALVE WATER METER FIRE HYDRANT SPRINKLER SPRINKLER CONTROL VALVE WATER VAULT WATER MONITOR WELL WOOD SIGNAL SUPPORT POLE STEEL SIGNAL SUPPORT POLE CONC, SIGNAL SUPPORT POLE CROSS LIGHT SUPPORT SIGN-SINGLE SIGN-MUL TI SAN, MANHOLE SAN, CLEANOUT SAN. AIR RELEASE VALVE STORM MANHOLE STORM INLET-GRATE-CENTER STORM INLET-DITCH-BOT-CENT. STORM INLET - YARD-CENTER STORM MITERED END SECTION STORM FLARED END SECTION UNDERDRAIN CLEAN OUT WOOD COMBO POLE STEEL COMBO POLE CONC. COMBO POLE WOOD LIGHT POLE STEEL LIGHT POLE CONC, LIGHT POLE YARD LIGHT POLE ELEC METER-MULTI ELEC UG-CABLE ELEC RECEPTACLE BOLLARD REFLECTIVE MARKER POST =v= @ oCO SY [Xl @ D DD Dy B fo, eCo ~ rS., $ $ ('; Jir [[I(?) jillE E;] . ~ F.C.M. F.C,I.R, F,I R, F,I.P, S,C,I,R (C) (D) (F) (P) C.L.F. C,M.P. CONC. D.H.W. EP, EPC OHW O,R PG PO,B P,O,C. P,O.T. P.V.C. T.OB T.O S, ~ ~ rO.., 4., ~ <& C(L -<) a> CD jillp ru ill: @ I!:I - -G- - . " x~ FOUND CONCRETE MONUMENT FOUND CAPPED IRON ROD FOUND IRON ROD FOUND IRON PIPE SET CAPPED IRON ROD 5/8" CALCULATED MEASUREMENT DEED MEASUREMENT ~ELD MEASUREMENT PLAT MEASUREMENT CHAIN LINK FENCE CORRUGATED METAL PIPE CONCRETE DESIGNED HIGH WATER EDGE OF PAVEMENT ENVIRONMENTAL PROTECTION COMMISSION OVERHEAD WIRE OFFICIAL RECORD PAGE POINT OF BEGINNING POINT OF COMMENCEMENT POINT OF TERMINATION POLYVINYl CHLORIDE PIPE SPOT ELEVATION TOP OF BANK TOE OF SLOPE WOOD TELE POLE STEEL TELE POLE CONC. TELE POLE WOOD POWER POLE STEEL POWER POLE CONC. POWER POLE GUY ANCHOR POLE GUY ANCHOR PHONE VAULT PHONE MANHOLE PHONE UG-CABLE CABLE TV-UG BOX CABLE TV-UG CABLE ELEC MANHOLE ELEC METER UNGROUNO GAS LINE (j) TELEPHONE MANHOLE I. II II II II STRUCTURE No.~6~ GV ===~ S 8" CLAY STRUCTURE NO.5 II =8" CLAY ~ (j) II 1\ 1\ >- \ \ :5 ~II II II 1\ ~ ~ ~ ~~ ~.~ S ,.'1.... :i """ \ Q. ~~g ~~ tt ~ ~ ,~ ",- r ':J~ ~. ':l SECTION TOWNSHIP PINELLAS 1 6, 29 COUNTY, SOUTH, RANGE FLORIDA LEGAL DESCRIPTION: (PARCEL ONE AS PROVIDED) LOr 4, AND THE NORTH 52.6 FEET OF LOT 5, BLOCK 2, PLOT OF THE WALLACE ADDITION TO CLEARWATER, FLORIDA, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 3, PAGE 6 OF THE PUBLIC RECORDS OF HILLSBOROUGH COUNTY, FLORIDA, OF WHICH PINEL LAS COUNTY WAS FORMALL Y A PART. WALLACE ADDITION) C- TO CLEARWA TER <0 ROGERS STREE13 ":)" (ASPHALT) ,,:>" I -- I ":>'\. v,~ 0'0 ~ ~.~. STRUCTURE NO.7 ,,0 Q' ":l PHONE PEDESTAL ~":> Q' ":l ()":J ,,~ ":J" ":JO' ^:J" ":JCl cV ":J\o~ (\,. '" 150.00'(P) , f":l 12 "-<:,""018" V + 0 6" o CONCRETE PAD Cl ":> "'LOT "''\.. 0, + . 4 (ASPHALT) ':J':J ":J'l--' + (GRASS) 15.0' ALLEY (PER PLAT) ,":J ~.","" ":J(\,. ":J A:' ;:c.. ~ ~ co COVERED CARPORT THE WEST 1/2 OF THE ALLEY I 'it' ~ ~ I~ oCO (), ~. ":J ~ ,~ '~ 'q) (Q I LOT 3 ,"? ":J":J. ~'IJ ~. '" (GRASS) tl~ ~O - liI ~~- 150. 00 '(P/ p.t'... ~ BLOCK 2 (ASPHALT) CONCRETE WALKWAY 0,':J ":J":J' ,'l-- ~' ":J <;)"0 k Lu ~ 'l~ .:'t' ~ g V) ":J?+ "J 0' ~. '? + 'IJ":> ":J":J,"J ~' ") (ASPHALT) ,,:>" ~' ^j + _x ':J":J ~. ^j LOT S ...., . 0) ,"" ~ g V) ~' ^j + 'it' ~ ~ ~ ,~ .,. ":J ':J":J "J~' ':J':J~ ":Jk~~ ":J 558" F -J49.98'(F - S.P.K. LB#7078. 150.00'(P) '" +":J':J ~O ~~ BLOCK 2 ~p.~(j ,," ". ". ,bel' LOT aD * 6 .,':'- "5 + (GRASS) (/,' Vl ~ '-' '-- 1 5 EAST LEGAL DESCRIPTION: (PARCEL TWO AS PROVIDED) THE SOUTH 15.8 FEET OF LOT 5, ALL OF LOTS 6,7,8, 9 AND 10, BLOCK 2, PLOT OF THE WALLACE ADDITION TO CLEARWATER, FLORIDA, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 3, PAGE 6, OF THE PUBLIC RECORDS OF HILLSBOROUGH COUNTY, FLORIDA OF WHICH PINELLAS COUNTY WAS FORMALLY A PART; TOGETHER WITH THE SOUTH ONE HALF OF THE VACATED ALLEY LYING NORTH OF AND ADJOINING LOTS 8,9, AND 10, AS VACATED BY RESOLUTION RECORDED IN OFFICIAL RECORDS BOOK 3518, PAGE 423, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. 70.00'(P) I 'it' ~ ~ I~ LOT 2 I I IX PROJECT BENCHMARK NO.1 I FOUND CONCRETE MONUMENT ELEVATION-32.95 FEET BLOCK 2 15.0' ALLEY (PER PLAT) 1- v "j + S 89.58'24" E 215.27' F) VACAT.ED SOUTH 1/2 OF THE ALLE~ _ . -iQ.R. BQQ.K 3~E 4~ _ '\ _ 70.00'(P) I 70. 00 '(P) (GRASS) '" ":J':J + Ci:' a- ~I I~ 1\ ~'b ,,:>':JtJ,?'\- I I . "51 . ,. II ---lll~ 1 . Ct) ~'III <:)' i'; II I I 24" I II '11 15.0' ALLEY (PER PLAT) (GRASS) STRUCTURE NO.8 0," ":J':J'':J':J "J':J':\ tJ?> "5 ",0 !O' "j ,'l-- ~. "5 ~ <0<0 tJ. "5 . .' ~ I'. : !') " >- 0) .~. I<) ~ b 1 <:) ~ (GRASS) ",,0 !O. "j + ~() !O. "j O':J !O. ":l 'it' ~ ~ ~ - (ASPHALT) ,~ ":JIQ' +- "Jo, ":J"" ~" + ":J"'" +- ~O ~, -...,"".------41-. LOT B '\.Cl ro. ":l ":J ro? ":l '" !O. ":l .~",,'?;': .': :", Ii:' ~ C) "" ~ (ASPHALT) . .' . "- CONCRETE" ' : DRIVEWAY (ASPHALT) ~. ~ ~ ::> <..l' (,) . 7 ---<J l() c; , ' '\~ ":J + 0,':J ":J"'" + + ':J":J ":J" '\.'\- !o. "j ",~" ":J':J.",,, , 362. 12'(F) ':J'" '\. ":> ," >- ":J"'" II? lI:l ~I I <<oCl '\. ":J "I ,\" _ ~"" , =STRucnmE~ I .,":> '\. ":J 8" CLAY SANITARY STRUCTURES STRUCTURE NO.1 SEWER MANHOLE TOP ELEVATlON= 36.45' 8" CLAY EAST INVERT ELEVATION=32.S0' 8" CLAY WEST INVERT ELEVATlON=32.48' 8" CLAY NORTH INVERT ELEVATION=32.61' STRUCTURE NaS SEWER MANHOLE TOP ELEVATlON= 36.09' 8" CLAY WEST INVERT ELEVATlON=33,38 , 8" CLAY NORTH INVERT ELEVATlON=33.24' STRUCTURE NO.2 TOpSPtf!JAT~!/!iOj~ 12' 8" CLAY WEST INVERT ELEVA TlON=32.S0 , 8' CLAY EAST INVERT ELEVATlON=32.SI' 8' CLAY SOUTH INVERT ELEVATlON=32.49' STRUCTURE NO.6 SEWER MANHOLE TOP ELEVATION= 34,18' 8" CLAY SOUTH INVERT ELEVATlON=30.S8' 8" CLAY NORTH INVERT ELEVATlON=30.73' 8' CLAY WEST INVERT ELEVATlON=30 07' STRUCTURE NO.3 SEWER MANHOLE TOP ELEVATION= 35.45' 8" CLAY EAST INVERT ELEVATlON=32.SS' 8" CLAY WEST INVERT ELEVATlON=32.5S' STRUCTURE Na7 SEWER MANHOLE TOP ELEVATlON= 30,59' 8" CLAY SOUTH INVERT ELEVA TlON=26. 88' 8" CLAY NORTH INVERT ELEVATlON=26.88' 8" CLAY WEST INVERT ELEVATlON=27.84' 8" CLAY EAST INVERT ELEVATlON=2694' STRUCTURE NaB SEWER MANHOLE TOP ELEVATlON= 35.36' 4' CLAY WEST INVERT ELEVATION=32.69' 8" CLAY SOUTH INVERT ELEVATlON=32.S9' STRUCTURE NO.4 SEWER MANHOLE TOP ELEVATlON= 38.04' 8" CLAY EAST INVERT ELEVATlON=30.99 , 8" CLAY WEST INVERT ELEVATION=30, 99 , 8" CLAY NORTH INVERT ELEVATION=31.04' 8" CLAY SOUTH INVERT ELEVATION=31.04 . BLOCK2 0) ":J~'b t.~ + (j~Y I ~p.~ I ~ ( (GRASS) LOT 9 Q::-I ~ ~ ~I "J ,,:>"" + .,"J "j + 12" * .....,.,..: 0.5' CURB I I I I 70.90'(P) "/ I I kl ~ ~I - -::"\ I~ ~ ~ 1- LOT 1 I I I I I I I I 1,~~ " ~. '\.- Vi c:i >--' I I I ~ Qi C:i I--.: <ti c:i >--' I I I I I I ~ ":J" -.JX -:- F.e.M.1 V) c:i >--' a:i ci ...: -r- I I 24" 12" D-~ 6o.90'(P) 12" Vi ci I ...: t~~ f'\.o?> I I I " (), "'j Qi ci I--.: " ,,:>" ()':J ":l 8" '* vi c:i >--' , ":>~. + I 'it' ~ I~ ~ - LOT 10 'it' ~ ~ ~ - 'b ":J" vi Vi 2 (). Qi \ I--.: ci J jf-.: '" ,J, 1;,0 '\ ", ~OT W STRUCTURE NO.2 Q,'// k~ S;RM " + Jo.... ":>'1// li I cp18" (GRASS) cri ci ...: ~?> ":J + '" "" 10" ':J" '\."" ":J':J''':J':J STORM STRUCTURES STRUCTURE NO.1 CURB GRA TE INLET TOP ELEVATlON= 31.82' IS" R.CP. NORTH INVERT ELEVATlON=28.42' 15" R.CP SOUTH INVERT ELEVA TlON=29. 02 , STRUCTURE NO.2 TOP ELEVATlON= 24.62' 36' R.C.P. SOUTH INVERT ELEVATlON= 18.77' 6" SLOT NORTH INVERT ELEVATION=19.02' 1/2" F.I.R. 0 GRASS '\.'\. <-0" "J~' (CONCRETE!''':J' ~, ":J''-' STRUCTURE NO.1 STORM ':J"" a.: ":J" li II~ ~ ":J" I '0'" (\, ":> CERTIFIED TO: PARADISE GROUP 2901 RIGSBY LANE SAFrIT HARBOR, FLORIDA 34695 " (4 2 ~ ~ ~ ~ ~ 1iI::J . l.lj ~ V) (X;) C) ~ V) N >-.;jf) ~ ~ ~ U~~~~~ ~ O C) ::t (X;) ~ ~ I"~~~ I Q:: . ::t Q: O)'(i) ~ 'A ~ >-. a~~ Q '1/1 Q:: i-:J ~ \l:!I ~ '-II en en ..... (X;) g ::s ., -J ~~"~~ lu::J*~~ -J-J..... a "SC ..:....: ""- C) '0 ~ (X;) ~ki ~ ~ ~ Q. . . . I I , . . . . I . . . . . . . . . . . . . . . . . . . , . ~.-..- ---.--.....-- --\': \ CHESTNUT ST. @ rg !J.j :s; .'It :~ ~ ...: CI) ~ -.j ~ I: TURNER ST. , . , ~ 'It ~ ~ ~ ... " 8 III @) 1'9 PROJECT LOCAnON P'NE ST. ~. ,I ..--.._---_.~.#_.__..._---_..__.__...._.._-_..__......_---......._--_........----......---..--.....-..-"" . . , , , . I . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . LOCATION SKETCH SECTION 16, TOWNSHIP 29 SOUTH, RANGE 15 EAST PINELLAS COUNTY, FLORIDA (Not to Scale) DESIGNED BY: N/A DRAWN BY: SLB CHECKED BY: SEB SCALE: DATE: 1"= 30' 4/7/04 P ARTY CHIEF: BG FIELD BOOK:- PAGE: - CAD FILE: 03604.DWG JOB NUMBER: 100-036-04 SHEET 1 of 1 LEGAL DESCRIPTION: (OVERALL PARCEL) ALL OF LOTS 4,5,6,7,8,9 AND 10, BLOCK 2, PLOT OF THE WALLACE ADDITION TO CLEARWATER, FLORIDA, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 3, PAGE 6, OF THE PUBLIC RECORDS OF HILLSBCROUGH COUNTY, FLORIDA OF WHICH PINELLAS COUNTY WAS FORMALL Y A PART; TOGETHER WITH THE SOUTH HALF OF THE VACATED ALLEY LYING NORTH OF AND ADJOINING LOTS 8,9, AND 10, AS VACATED BY RESOLUTION RECORDED IN OFFICIAL RECORDS BOOK 3518, PAGE 423, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; TOGETHER WITH THE ENTIRE ALLEY LYING EAST OF SAID LOTS 6 AND 7, AND WEST OF SAID LOT 8; TOGETHER WITH THE WEST ONE HALF OF THE ALLEY LYING EAST AM ADJOINING SAID LOTS 4 AND 5. CONTAINING 7189 i 1 -:;QUARE FEU, MORE OR LESS. SITE PLAN A.PPROVED CASE # ~~-cf.)Ud J CASE TYPE fl--~ ORe DATE _ 11 ~1 CDi-"' fJATE ~~t!;~()5v~ ~ ~ ~ ~ ~ ~ ~ rc ~ ~ ,"J '\' "J WV . ":l [Xl s..' ":>'\. i '~f ", b" L- ''^ 19\ ~<o I.!./ '\, /~ STRUCTURE NO.4 ~ TURNER STREET ",'b (ASPHALT) ":J':J - I I I STRUCTURENO.2 ",n.' STRUCTURE NO.3 ~'b'\. 8" W, =t = ';," ''^' = =~4 ,= = 8" "" ' = '-' II~ PROJECT BENCHMARK NO.2 PROJECT BENCHMARK NO.2 ELEVATlON=32.52 FEET ORIGINAL SURVEYOR'S NOTES: 1) THIS IS A BOUNDAR(, TOPOGRAPHIC AND TREE SURVEY OF THE ABOVE DESCRIBED OVERALL PARCEL ONL Y, MADE ON THE C90UND UNDER THE SUPERVISION OF A FLORIDA REGISTERED LAND SURVEYOR AND MAPPER, AND EXCEEDS THE MINIMUM TECHNICAL STANDARD FOR HORIZONTAL AND VERTICAL ACCURACY FOR THIS P'?OPERTY'S EXPECTED USE. 2) BEARINGS ARE BASiD ON THE SOUTH BOUNDARY LINE OF LOTS 7, 8, 9, & 10, BLOCK 2 AS BEING NORTH 90'00'00" WESi (ASSUMED) 3) ELEVATIONS SHOWN HEREON ARE REFERRED TO THE CITY OF CLEARWATER BENCHMARK SYSTEM, NGVD 29 DATUM. ELf/ATlONS WERE ESTABLISHED BY GPS OBSERVATIONS USING NGS MONUMENT DESIGNATED "E-06" ON SITE ELEVA TlONS APE AS FOLLOWS: BENCHMARK NO.1, ELEVATION = 32.95 FEET BENCHMARK NO.2, ELEVATION = 32.52 FEET 4) THIS SURVEY WAS CONDUCTED FOR THE PURPOSE OF A BOUNDARY, TOPOGRAPHIC AND TREE SURVEY ONLY, AND IS NOT INTENDED TO DELINEATE THE REGULATORY JURISDICTION OF ANY FEDERAL, STATE, REGIONAL OR LOCAL AGENCY, BOARD, COMMISSION OR OTHER SIMILAR ENTITY. 5) THIS SURVEY WAS CONDUCTED WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE, THEREFORE, THERE MAY BE OTHER cASEMENTS, RIGHTS-OF-WAY, SETBACK LINES, AGREEMENTS, RESERVATIONS, RESTRICTIONS, OR OTHER SIMILAR MATTERS OF PUBLIC RECORD, NOT DEPICTED ON THIS SURVEY. 6) NO UNDERGROUND (iTlLlTlES, UNDERGROUND ENCROACHMENTS, BUILDING FOUNDATIONS WERE OBSERVED AS A PART JF THIS SURVEY, UNLESS OTHERWISE SHOWN. SHRUBS WERE NOT LOCATED, UNLESS OTHERWISE SHOWN. 7) THIS SURVEY NOT 'vALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR A/':'D MAPPER. 8) THE PROPERTY SHO.vN HEREON APPEARS TO FALL WITHIN FLOOD ZONE "x': AS SHOWN ON THE FLOOD INSURANCE RATl MAP, COMMUNITY PANEL NUMBER 12103C o 18G, MAP REVISED 08/03/03, NATIONAL FLOOD INSURANCE PROGRAM, FEDERAL EMERGENCY MANAGEMENT AGENCY. 9) AT THE TIME OF THIS SURVEY NO DOCUMENTATION WAS PROVIDED TO THIS SURVEYOR VACATING THE ALLEY LYING BETWEEN LOTS 6 AND 7, AND LOT 8 AND THE WEST 1/2 OF THE ALLEY LYING EAST OF AND ADJACENT TO LOTS 4 AND 5. 10) AN EXISTING INACCESSIBLE BURIED STORM STRUCTURE EXISTS NEAR THE SOUTHEAST CORNER OF LOT 10. BSI & ASSOCIJTES WAS UNABLE TO DETERMINE THE EXACT LOCATION, DIRECTION OR SIZE OF THE STRUCTURE OR AW ADDITIONAL STORM DRAINAGE FEATURES ATTACHED THERETO. ,," '. ., 5>~e- - .~ i. . . Steven' E. Burneit, P.S.M. ._, - Professional Surveyor and Mapper - . 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CI'T1 OO~ :::! :u ::u, - " --" -- C'1 < --'l J-> " .," - Oz 0 fTl (') (') ~ r- .. ~ --I <II (J):::! Z 0 (/) ~ ~ ~O~ ~o ~~ z (') t:j ~ <II :::I: ~ . . .. .ZAY~ ?f Ul ~ I "'0 0 0 -e: 0 I'T1 - 0 ~ m :::! ..." -rr ......0 ('") :e; ~~ ;,' ~' 0 0 Z m ~ / / /AUG''242004 <II Z (') (') ~> ~ r r . -I r )J !j;J ......~ ~ 0 ..., ::u ::u 0 ~ /~ E ::E ~ ~~ 3 NO. 4819? )> 0'10'1 00 ~ > -I I \C I'T1 1TI ~Ul Z l-lI ::u ::u ~ <;) ~ ~ ~ ~..Aa Z ...... t::S 5=> 0 0 ::;: Z ~ <;) (/) Yl :-I fJij~;;~~//.'-"/' ' :? ~~ ~ " PROJECT LOCA 770N GULF of MEXICO '/ /' /. ,;/. }::' ::4:,},;";:;/,-,/., // .' '/'. .', " , ,e. '. .' f ?- f %i //, /' /. ~~:~'~1j~~~ ,'/, . ;.-:; . / /. ;, WE:ST PALM BEACH ~ .~ ~-'- .. KEY WE:ST / '/ ,j: '" V/.~ :;}~; . ,.j<"~" "'//./.'-':~/'/' .. //"1"'/ VICINITY MAP (Not to Scale) ''''f " TREE LEGEND ~ ~ .. 4" CITRUS TREE ~S" CHERRY LAUREL 10" .. MAGNOUA 0S. MAPLE 10. G OAK *6. PAlM +6" PINE 14- o PECAN 14" ~ CEDAR h~ .1 y.'~/ _,'" ~ :" ,J. ~ /"' ":l?-l {" ". *5" ELM .6" LICUSTRUl.I fl" SWEET CUl.l 05. MISC 6" t} CYPRES '111' 07" HEDGE G;S. CHAt.4PHER ~1 O. MULBERRY 1J. 17~LUt.4 , I'. ;I: LEGEND ~., '" '/~//1. ' 111/ t><3 a IIIfl mG @ !l}l NV t><3 !J]A IIlW . YN t><3 . ~ $V . eN elL ss ~ c-i5.., ~ GAS VALVE GAS METER GAS METER-"'ULTI GAS UG IAARKER GAS I'lLL CAP PROPANE UG-IAARKER PROPANE VALVE AMMONIA UO-MARKER WATER UO-IAARKER WATER \\ELL WATER VALVE WATER "'ETER FIRE HYDRANT SPRINKLER SPRINKLER CONTROL VALVE WATER VAULT WATER 1A0NITOR WELL WOOO SIGNAl SUPPORT POLE STEEL SIGNAL SUPPORT POLE CONC. SIGNAL SUPPORT POlE CROSS UGHT SUPPORT SIGN-SINGLE SIGN-MULTI SAN. "'ANHOLE SAN. CLEANOUT SAN. AIR RELEASE VALVE STORM MANHOLE STORM INLET -GRA TE-CENTER STORM INLET-DITCH-BOT-CENT. STORM INLET - Y ARO-CEN TER STORM MITERED END SECTION STORt.4 FLARE:D END SECTION UNDERDRAlN CLEANOUT WOOD COt.lBO POLE STEEL COMBO POLE CONC. CO"'BO POLE WOOD LIGHT POLE STEEL LIGHT POLE CONC. LIGHT POLE YARD UGHT POLE ELEC NETER-MUL TI ELEC UG-CABLE ELEC RECEPTACLE BOLLARD REFLECTIVE NARKER POST -,,- ~ ~ 000 'iN t><3 ~ D DD Dv B 6. .00 t .. $ * $ Dr) UlE ~ . @ F.C.M. FOUND CONCRETE t.4ONUt.lENT F.C.I.R. FOUND CAPPED IRON ROD F.I.R. FOUND IRON ROD f.I.P. FOUND IRON PIPE S.C.I.R. SET CAPPED IRON ROD 5/s" (C) CALCULATED "'EASURE"'ENT (D) DEED "'EASURE"'ENT (F) FIELD UEASUREt.4ENT (P) PLA T MEASUREt.4ENT C.L.F. CHAIN LINK FENCE C.....P. CORRUGATED METAL PIPE CONC. CONCRETE D.H.W. DESIGNED HIGH WATER EP. EDGE OF PAVEMENT EPC ENVIRONMENTAL PROTECTION CO...MISSlON OVERHEAD VtlRE OFFICIAL RECORD PAGE POINT Of BEGINNING POINT Of COM"'ENCEMENT POINT Of TERt.lINAllON POLYVINYL CHLORIDE PIPE SPOT ELEVATION TOP OF BANK TOE Of SlOPE v.ooo TELE POLE STEEL TELE POLE CONC. TELE POlE v.ooo POWER POLE STEEL PO\\ER POLE CONC. POWER POLE GUY ANCHOR POLE GUY ANCHOR PHONE VAULT PHONE "'ANHOLE PHONE UG-CABLE CABLE TV-UG BOX CABLE: TV-UG CABLE mc MANHOLE mc METER -G- UNGROUND GAS LINE <D TELEPHONE UANHOLE OHW O.R. PG. P.O.B. P.O.C. P.O.T, P.V.C. ;'" rO.B. T.O.S. .Q., i '1L -{) ~ ~ IJ)> fa Il): ~ II 'y 8' CLAY smUCTURENO.5 ~ s. CLAY (!) )... d . CIO <D 8TRUCnJRE NO.'" " ,4> ~. ., + <:)" ~. 1:) + III ,,~ ';5 .,<oj' -.-. + ~ lli ,~ ~~ ~~p t',t..- ~ ~. ,~, ..j) ~~ .t(~ t~ .;; ~ ,,~ ...... ~ro' ~ + <oj~ ~. ., + 15 EAST SECTION 1 6, TOWNSHIP PINELLAS 29 COU NTY, SOUTH, RANGE FLORIDA S 89'58'24" E VACATED SOUTI~ 1 ..(.Q R. BOOK 351 70.00'(P) LEGAL DESCRJP710N:(PARCEL ONE ASPROV//JED) LOT 4, AND THE NORTH 52.6 FEET OF LOT 5, BLOCK 2, PLOT OF THE WALLACE ADDITION TO CLEARWATER, FLORIDA, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 3, PAGE 6 OF THE PUBLIC RECORDS OF HILLSBOROUGH COUNTY. FLORIDA, OF WHICH PINELLAS COUNTY WAS FORMALL Y A PART WALLACE ADDfT/ON) C TO CLEARWATER -0 ROGERS STREE7& ,,:>'" (~HALT) , , ",'" + ' ' + ,,:>'" '?~ <:)'0,' ";)'. ,,:>'" ",,,. STRUCTURENa7 ,,0 ":P' + )..., ~ ~ c). +"5 PHONE PEDESTAL <:)":> ,,~ , ,,:>'" ,,:>0' ~ ,,:><:)' l' ":)"'. ~ n,l(; ,,:>v', 15.0' ALLEY (PER PLAT) (ASPHALT) ,,"> ~',,'o \"'. v,v, ~. ., + " ,4 Q' '. ,,:>" ~ ::-;.:.. . '. ,,:>":>:"":>' ' C) 't- I);j (Q. THE WEST 1 /2 OF THE ALLEY . .~ . . ~ '.~. , . ~, .,.,. ~'O :'). ":> Q' ~ ~ 0) ~ 'cONCRETE ' WALKWAY",'? "". ,,'): '~. , LOT 3 Q'?? ~, '0"', ,':;':>.....'" ~. (A$PHALT) ,," ~. 1:) + 0" ~. + (ASPHAL T) L..J 0) ,"t- It) I<) b C) l/J. Q' ~ C) ~ ~ ~. ",to<. 12 o ~'?~~ ")~. (GRASS) 150.00'(P) " + .,":>' ~O (j~\I BLOCK2 ~,.ft 12" 15. IS. LOT (fJ) * 6 (GRASS) (CRASS) "," ")J' + STRUCTVRE NO.8 <:)'0 ",. "j r;. .,<oj'<oj'=> .,":>'","l ",,:>. ,,<:) ",. ") ,,'" ~. "j . C) "'~ "j + '---------, . . ,'" ~ . .~. ~ -')<oj. '0' ~~ <oj' "j, <oj' "j I , \ )... ~ Q' ~ C) I<) 0) ~ - (ASPHALT> '$ ~. LOT 8 . CIO ~;':j"\ "'.. . ;'. . I -::-0.,' ,~ C) "t- I);j (Q 0":> co' "j Q' ~ .C) 't- I);j (Q .. ~. . ...... ..1..... 1'." ~'.... ~.; .~. ' \ " cOfiCRm', : Q.RNEW~Y ',' , . '." ~I .,'. ". ~ (ASfH.AJ. T) . ..{)-. o,,<oj 24," "')'0' + OI7h.-,.,. 15.0' ALLEY (PER PLAT) (ASPHALT) 7 l ..'.~, 4'. ..:... '.' . + ~)' ::~":..,;;.':~.' ~.:~:':~': .-~:.~ ;~~!..:';:' ., . ~ ..'. ..' ~~. + .,'" ~. ":> "0,, ,,:>":> ~:~. . '00 ~ .' ") .' ~. L~jj~78 ",?'O t><l ...,I~... ',. " . ,'.. , . ' . ~'>~<:). ;:+:b~:::.. .~~"!~~~ W~~AY: . .',: "J., :>~.': ..;.. ^;-o" '00 "k ".>' ~. ,,;>" Ai' J ...;.. b'?~'? "j "). ,',. ^:> ':i <;; '?,,>'o' ",'o~ 362. 12 '(F) ~'O"". :CONCRE;Tf WAlkWAY;' '. .,,:>ro:, <~. + " ...." ,'. . .. .:.... ,,<oj !C. ":l 0" <:) 4>'"" 'Y )... "'~ ~ ,,:>'0' Goo'" ")J' + ~'/'''7j-;.. LEGAl. DESCRIPTION: (pARCEl. 7Jtf) AS PROVIDED) THE SOUTH 15.8 FEET OF LOT 5, ALL OF LOTS 6,7,8, 9 AND 10, BLOCK 2, PLOT OF THE WALLACE ADDITION TO CLEARWATER, FLORIDA, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 3, PAGE 6, OF THE PUBLIC RECORDS OF HILLSBOROUGH COUNTY, FLORIDA OF WHICH PINELLAS COUNTY WAS FORMALLY A PART; TOGETHER WITH THE SOUTH ONE HALF OF THE VACATED ALLEY LYING NORTH OF AND ADJOINING LOTS 8,9, AND 10, AS VACATED BY RESOLUTION RECORDED IN OFFICIAL RECORDS BOOK 3518, PAGE 423, OF THE PUBLIC RECORDS OF PINEL LAS COUNTY, FLORIDA. 70. 00 '(P) 70.90'(P) Q' ~ C) I<) 0-; ~ Q' ~ C) I<) o-j ~ - i i I i IQ' l~ !~ I . ,0) !~ I- I i i i I i I I i I I i I i i i i I i iii c::i '" LOT 1 LOT 2 I vi c::i h: PROJECT BENCHMARK NO. 1 FOUND CONCRUE MONUMENT ELEVATlON=32.95 FEU J6. C:) 12" <l:i ci I..: BLOCK 2 vi c::i h: o,'? " " 0,' '); : .,,,~ i i i i i _ _ ., _ ...~. L.~,M.i 12" 15.0' ALLEY (PER PLAT) ai o I--' OJ ci I..: vi c::i ~ 70, QO'(P) Q' ~ ~ 0) ~ - ~ ~~ ,.~ + (jf,'y ~p.f' ~ ( (GRASS) i I ! C)'? ") " ^;)'. " 0, 1" ,\-0' Bl.OCK 2 8" * ;. :/;::~:/.:;.:-;:/ /-:;q;,//;,:/,'" /''.0.~/.''';'./ ' /.;-.:',:':;, ,',' ,.:.,:;--~.:,',. ;'P:(',";--;' >"',.-..," ; ";?h p'? ""?/"',:"'''''';,>?,N/x':/-;'//~~f.;-Ci;,;:,?/ :':;'i1!f~fi ~~ "/7 '~~ ~~ /, I.~ ~ ~ ~ :) (je5 IJ CD C) ~ If) . "t-~.....~ U >-lJ)C)i:j)'<: ex -,C fvJ l..O::::, :---. 1"-' ~ fvJ I l... )...: O c.t CD ~ ~ 1"-:.2 ~ "t- I Q: It -- 0)._ ==> ~ ~.:~-~~~ ~ tci-(j<: cr,,~ ~.S?:5 -., ~~' < 'I ~3~ ~ ~ ::c :-:::: lri " ::J C) I .~ ~ ~ ; CHESTNUT ST. ALT @) /. ':~ :; l&J ~ 'q: ~ ~ '< ?; ~ " .1Il ~ -.j ~ <' ; ~ " 7- ~ ~ (-!!!-) PROJECT LOCA T/ON /. " :i~ ...p'NE ST. ~~ ,~ ./f. ~~. ~ ~"~ ~ >:>'.~>;;~'-:f~;'1'/"-:::/;---/./'{: ,1/./.';;: "~"""::;H': .,-.W",,'/.{/.' :{,A','//,//.';:,,/,/, :<// ;;,;/;; :("H ;;,/;,' :';,; <~,:.-. :'/~ r,/{%'~' ),';hr,5,:. ''';':4;,;{:;;/~;,;,il{{f! LOCA TION SKETCH SECTION 16, TOWNSHIP 29 SOUTH, RANGE 15 EAST PINELLAS COUNTY, FLORIDA (Not to Scale) im i-l >- 1V1 m LEGAL DESCRlPTTON.: (OVERAU. PARCEL) ALL OF LOTS 4,5,6,7,8,9 AND 10, BLOCK 2, PLOT OF THE WALLACE ADDITION TO CLEARWATER, FLORIDA, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 3, PAGE 6, OF THE PUBLIC RECORDS OF HILLSBOROUGH COUNTY, FLORIDA OF WHICH PINELLAS COUNTY WAS FORMALL Y A PART; TOGETHER WITH THE SOUTH HALF OF THE VACATED ALLEY LYING NORTH OF AND ADJOINING LOTS 8,9, AND 10, AS VACATED BY RESOLUTION RECORDED IN OFFICIAL RECORDS BOOK 3518, PAGE 423, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; TOGETHER WITH THE ENTIRE ALLEY LYING EAST OF SAID LOTS 6 AND 7, AND WEST OF SAID LOT 8; TOGETHER WITH THE WEST ONE HALF OF THE ALLEY LYING EAST AWJ ADJOINING SAID LOTS 4 AND 5. CONTAINING 71891. 1 SQUARE FEET, MORE OR LESS. i"" 10 i"-- ~ 1 C'o.I <t: IC'o.I 0 1"-- !"" en z o en > w ~ V1 z wQ wI- 0:::9: 1-0: ::<:u <(~ 00 o w o o <t: F 0 I Z SURVEYORS NOTES' ~ ~ ~ ~ ~ ~ ~ tt ~ ~ U I 0... <( 0::: o o 0... o I- >- 0::: <( o Z :::J o m ~ Z o ~ w U 0::: <( 0... W If) LS ~ PROJECT BENCHMARK N02 PROJECT BENCHMARK N02 ELEVATlON=3252 FEU o w (f) o 0... o 0::: 0... " ~. /.oj + Q' ~ ~ 0) ~ - LOT 10 Q' ~ C) (Q 0) ~ - <0 ,,'" LOT 9 vi o ..: OJ ci ~ CJj <:) I..: IS" I ,,'" f' (GRASS) f (, iii o ~ ",'> ") + ., <oj' ^) + ~~ +^) ~~ .'.t: <> 12. * ,,0, ,," ",<:>-.,,,,. 0.5' CURB ",,~ STRUCTURE NO.' STORM . 10 10. ,,;>'0 ",'<> .,";>'",,,:>. + , ",0' 4' + :') . ","? ., + ,,"- ..;.. . + , <0", ",'0' ., CIOTURNER STREET (ASPHALT) + . sm WE NO.2 .v ",'0' s- CLAY + ro'\- "",. .S- CLAY )... ~ . CIO SANITARY STRUCTURES STRUCTURE Na 1 SEWER MANHOLE TOP ELEVATlON- J8.45' 8. CLAY EAST I~RT ELEVAOON-J2.SO' S" CLAY WEST INVERT ELEVATlON-J2.48' , 8" CLAY NORTH INVERT ELEVATION-J2.81 STRUCTURE NO,S ToFlfiti~/l!PLf6.09' s' CLAY WEST INVERT fLEYATION-J.J.J8' S. CLAY NORTH INVERT nEVATION-JJ.24' STRUCTURE NO.6 SEWER MANHOLE TOP ELEVAOON- J4. IS' 8" CLAY SOUTH INV(RT ELEVATION-JO.58' 8" CLAY NORTH INVERT fiEVAOON-,JO.7,J' S- CLAY WEST INVERT ~LEVATlON-.J().07' STRUCTURE NO.2 TOPW&f/~~i 12' S" CLAY WEST INVERT fLEYATION-J2.50' S- CLAY EAST INVERT aEVATlON-J2.SI' S. CLAY SOUTH INVERT ELEVAT10N-J2.49' STRUCTVRE Na3 SEWER WitHOLE TOP ELEVATlON- J5.4S' S" CLAY EAST I~RT ~LEVATION-.J2.55' 8" CLAY WEST INVERT ELEVAnoN-,J2.~' STRUCTURE Na7 SEWER MANHOLE TOP ELEVATION- .30.59' S" CLAY SOUTH INVERT ELEVAOON-26.88' S- CLAY NORTH INVERT ELEVATlON-28.88' S" CLAY WEST INvurT ~LEVATlON-27.S4' S. CLAY EAST INVERT ELEVAT10N-28.94' STRUCTURE NO.8 SFKR IMNHOLE TOP nEVATlON- J5.J8' 4" CLAY WEST I~RT ELEVAOON-J2.89' 8" CLAY SOUTH INVERT ELEVAOON=J2.59, STRUCTURE Na4 SEWER MANHOLE TOP fLEYATlON- Ja.04' S" CLAY EAST IfMRT aEVATION-.3O.99' 8- CLAY WEST If>N[RT ELEYAT10N-JO.99' 8. CLAY NORTH INVERT ELEVAOON-JI.04' 8. CLAY SOUTH INVERT fLEYAOON-Jt.04' <0 " <oj' "j + STRUCTURE NO"3 + 0,'" ,,:>'" STORM STRUCTURES STRUCTURE Na 1 CURB GRA TE INLET TOP ELEVATION= J/.82' fg= ~Ep: ~mftl J~nF ft~Ff8~:jB..tr STRUCTURE NO.2 TOP ELEVATION- 24.62' J6" R.C.P. SOUTH INV~RT ELEVATION-IS. 77' 6- SLOT NORTH I~RT ELEVATlON-19.02' CERTIFIED TO: PARADISE GROUP 2901 RIGSBY LANE SAFTEY HARBOR, FLORIDA 34695 to II) l"- t<) W~t<) IW 1-0:::<( LLI-O Olf)o::: 0:::0 G:iw~ > Z 0::: 0::: . :::J:::JO::: If)1-~ wro<( W03: O:::II)~ I- W ~ U ~ 1) THIS IS A BOUNDARY, TOPOGRAPHIC AND TREE SURVEY OF THE ABOVE DESCRIBED OVERALL PARCEL ONL y, MADE ON THE GROUND UNDER THE SUPERVISION OF A FLORIDA REGISTERED LAND SURVEYOR AND MAPPER, AND EXCEEDS THE MINIMUM TECHNICAL STANDARD FOR HORIZONTAL AND VERTICAL ACCURACY FOR THIS PROPERTY'S EXPECTED USE. 2) BEARINGS ARE BASED ON THE SOUTH BOUNDARY LINE OF LOTS 7, 8, 9, & 10, BLOCK 2 AS BEING NORTH 90'00'00" WEST (ASSUMED) 3) ELEVATIONS SHOWN HEREON ARE REFERRED TO THE CITY OF CLEARWATER BENCHMARK SYSTEM, NGVD 29 DATUM. HEVATlONS WERE ESTABLISHED BY GPS OBSERVATIONS USING NGS MONUMENT DESIGNATED ''[-06'' ON SITE ELEVATIONS ARE AS FOLLOWS: BENCHMARK NO.1, ELEVA TlON = 32.95 FEU BENCHMARK NO.2, ELEVATION = 32.52 FEIT 4) THIS SURVEY WAS CONDUCTED FOR THE PURPOSE OF A BOUNDARY, TOPOGRAPHIC AND TREE SURVEY ONLY, AND IS NOT INTENDED TO DELINEATE THE REGULATORY JURISDICTION OF ANY FEDERAL, STATE, REGIONAL OR LOCAL AGENCY, BOARD, COMMISSION OR OTHER SIMILAR ENTITY. 5) THIS SURVEY WAS CONDUCTED WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE, THEREFORE, THERE MAY BE OTHER EASEMENTS, RIGHTS-OF-WAY, SETBACK LINES, AGREEMENTS, RESERVATIONS, RESTRICTIONS, OR OTHER SIMILAR MATTERS OF PUBLIC RECORD, NOT DEPICTED ON THIS SURVEY. 6) NO UNDERGROUND UTILITIES, UNDERGROUND ENCROACHMENTS, BUILDING FOUNDATIONS WERP OBSERVED AS A PART OF THIS SURVEY, UNLESS OTHERWISE SHOWN. SHRUBS WERE NOT LOCATED; UNLESS OTHERWISE SHOWN. 7) THIS SURVEY NOT VALID WITHOUT THE SIGNA TURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 8) THE PROPERTY SHOWN HEREON APPEARS TO FALL WITHIN FLOOD ZONE 'X~ AS SHOWN ON THE FLOOD INSURANCE RA TE MAP, COMMUNITY PANEL NUMBER 12103C o 18G, MAP REVISED 08/03/03, NATIONAL FLOOD INSURANCE PROGRAM, FEDERAL EMERGENCY MANAGEMENT AGENCY. 9) AT THE TIME OF THIS SURVEY NO DOCUMENTATION WAS PROVIDED TO THIS SURVEYOR VACATING THE ALLEY LYING BETWEEN LOTS 6 AND 7, AND LOT 8 AND THE WEST 1/2 OF THE ALLEY LYING EAST OF AND ADJACENT TO LOTS 4 AND 5. 10) AN EXISTING INACCESSIBLE BURIED STORM STRUCTURE EXISTS NEAR THE SOUTHEAST CORNER OF LOT 10. BSI & ASSOCIATES WAS UNABLE TO DETERMINE THE EXACT LOCATION, DIRECTION OR SIZE OF THE STRUCTURE OR ANY ADDITIONAL STORM DRAINAGE FEA TURES A TTACHED THERETO. DESI ,NED BY: N/A DRA.iN BY: SLB CHE' I-<ED BY: SEB SCA ~: DA TE: 1 "=' J' 4/7/04 PAR Y CHIEF: BG FIELi' BOOK:- PAC: : - -- CAD FI LE: o '604.DWG Date Signed: JOB i~UMBER: 101-036-04 SHE: T /1 of 1 Steven E. Burnett, P.S.M. Professional Surveyor and Mapper state of Floriaa No. 5891 Last Date of Field Survey: 3/30/04 User Nome: Owner Drawing Nome: 1:\PoroolSe \Fort Hamson \Construction \318-Q4,dwg m:;U ~~ fTl ~ fTl o mO -<:;u .. 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TO THE BEST OF MY KNOWLEDGE, THE SPECIFICATIONS AND PLANS SHOWN HEREIN COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES IN EFFECT AT THIS TIME 00 N- ".N OW - NO U'I". -I .0 C .. 1 '" <II ~ <( M "! ~ a a N ;0 ;:;: 1 'f u z ~ el. a: 0 0 ...J u- N ~ <II Ol C ':j: .. 0 c ~ ::J U OJ Ol C :j: e a -c: '" C <3 '0; ~ a: c 0 <II E .. :z: u::: '" N a ~ N OJ 1:) '" e- el. ~ a a ~ L / 1-------------------- 1 1 1 1 1 1 I ~ 34.24 33.74 DESIGN III) PRESSUlE (-)38.2 PSF (+)38.2 PSF . o I b N DESIGN III) PRESSUlE (-)38.2 PSF (+)38.2 PSF 1 1 _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _.--J 1 ..- ... ~ FABRIC CANOPY ~__--__.... , ,." ;' ""- / " I " I \ I \ I \ I , .!. .!. ~S~ORM[~~. PAD FOC CONNECTION ELEC. MffiR AREA SLOPE - 1 :12 =-11I) 0 (-)38.2 PSF (+)38.2 PSF DESIGN III) PRESSUlE (-)38.2 PSF Y STRUCTURAL (+)38.2 PSF I COLUMN ------ ------------ 6'-0. 31,32 I I · I ----t-:-.:--~- ~ I ------------ ---------------~ CLEAR VISION TRIANGLE . STRUCTURAL COLUMN IN 1 HR. RATED WALL STRUCTURAL COLUMN SLAB ~OUT I I ~ ~ I 15' -10. 1'-0. 15'-10. SLAB LEAVEOUT 1 r I : TOTAl.. 14,880 S.F. SUITE A-3 2,588 SQ. FT. SUfTE A-2 1,010 SQ. FT. - o I b - DESlGNlII)cr PRESSUlE b (-)38.2 PSF (+)38.2 PSF , I I L______________~ __I_________________~ 33,13 OR\G\NAL r---- ---------~--------- ~-- -, (n Il -- ~ I o 0 II [9 II II ~ o r---------------, I I: . . I SLOPE - 1 :12 o DESIGN III) PRESSUlE (-)38.2 PSF (+)38.2 PSF STRUCTURAL COLUMN IN 1 HR. RATED WALL SLAB LEAVEOUT 27' -3%- l' -0. 18' -a3~. ..- ... 9. 10. I 11. 12. 13. 14. 15. SUITE A-4 1,700 SQ. FT. SUITE A-5 1,182 SQ. FT. o ~ ~ r----------------------------- I 1 . ALl TENANT SEPARATION WALlS SHALl EXTEND TO ROOf DECK. SEE DETAILS ON A6.1 FOR U.L ASSEMBlY DESIGN NUMBERS. 2. EMERGENCY LIGHTING SHALl MEET REQUIREMENTS OF NFPA 101, SEC. 7,9. 3. EXIT LIGHTING SHALl MEET REQUIREMENTS OF NFPA 101, SEC, 7,10. 4. ALl EXTERIOR DOOR LOCKS Stw.l COMPLY WITH NFPA 101, 2000 EDITION, SECTlON 7.2.1.5,1 THUMB TURN LOCKS TO COMPLY WITH EXCEPTION #2. INDICATING LOCKS ARE REQUIRED ON ALl ENTRANCE DOOR INTERIORS. 5. PORTABLE ARE EXTINGUISHERS ON PlANS Stw.l BE IN COMPLIANCE WITH NFPA 101, SECTION 9.7.4,1. THERE SHALl BE A MINIMUM OF ONE EXTINGUISHER PER EVERY 2,500 SQ. FT. MINIMUM SIZE 2A 1 OOC 1YPE. 6. ALl TENANT BUILD OUTS SHALl COMPLY WITH NFPA 101 2000 EDITION. 7. THE PROJECT COMPLIES WITH THE A.DA ACCESSIBlUTY CODE FOR BUILDING CONSTRUCTION. 8. THE ENT1RE BUILDING IS TO BE FULLY ARE SPRINKLED IN STRICT ACCORDANCE WITH ALl REQUIRED CODES. AAfA TO BE SPRINKLED SHALL INCLUDE l00x OF THE RETAIL SPACE, REAR EXIT CORRIDOR, EXTERIOR CCMRED WAU<WAYS, AND ENCLOSED AAfAS WITHIN TRUSSES. CElUNG t.tOUNTED SPRINKLER HfADS WITHIN EXTERIOR SIDEWALK AAfA SHALl BE CONCEALED pop DOWN TYPE WITH PAlNTABLE HEAD COVER. ALl EXPOSED MASONRY TO HAVE "STRuCK- HORIZONTAl. JOINTS AND -sMOOTH- VERT1CAl. JOINTS OOTH INTERIOR AND EXTERIOR. PROVIDE 1/2- RADIUS ON ALl EXPOSED CORNERS OF BEAMS AND PII)STERS. ALl STRUCTURAl. AND MISCEllANEOUS STm. SHALl RECEIVE ONE ~T OF GRAY STANDARD SHOP PAINT, TOUCH-UP BURN MARKS, L.ABElS AND DISTURBED AAfAS IN AELD (NO OTHER COLOR WILL BE ACCEPTED) SEE SHEET f.J.l FOR RETAIL SHOP DOOR AND ANISH SCHEDULES. RETAIL SHOP TOILET ROOMS SHALL HAVE V.C.T. flOORING AND PAINTED (EPOXY) WALL ANISH EXTENDING TO CBUNG. SEE A6.1 FOR B..EV. AND 1YPICAl. TOILET ROOM LAYOUT. THERE Stw.l BE A MAXIMUM OF 1/2. ANISHED flOOR B..EVATlON BETWEEN ADJACENT flOOR SURFACES. THE FOllOWING Stw.l BE STENCILED ON OOTH SIDES OF ALl RATED WALlS -1 HR. ARE ASSEMBlY. SfAL ALl PENETRATIONS-. CONTRACTOR TO PROVIDE JOB SITE MOCKUP OF ALl EXTERIOR ANISHES AND COLORS FOR AACHITECT APPROVAl. PRIOR TO COMMENCEMENT OF BlOCK INSTAllATION. SAMPLES MUST BE APPROVED BY ARCHITECT PRIOR TO ANISH INSTALLATIONS. GENERAL NOTES 1-020 ---------------------------, ... I I I SLAB .lfA'iEOUL----------------- ---~, I I I I ~I I I I I I- 10 I I b ~ r-----------------------------------------------------------, I I I o =-11I) (-)38.2 PSF (+)38.2 PSF o =-11I) (-)38.2 PSF (+)38.2 PSF DESIGN III) PRESUE (-)38.2 PSF (+)38.2 PSF DESIGN III) PRESSUlE (-)38.2 PSF (+)38.2 PSF STRUCTURAL COLUMN IN 1 HR. RATED WALL STRUCTURAL COLUMN IN 1 HR. RATED WALL SLAB LEAVEOUTS 1'-0- 19'-0. 19'-0. I L__________~ __~ I .- ~----------------- - o I <0 35,55 I DESIGN III) PRESUE (-)38.2 PSF (+)38.2 PSF . ~ 00 - o I b ~ ~ ~ ~ ~ ~ FT. HARRISON AVE. (ALT. 19) -t@ , I, ,I , , ,I' , I' 'I ' , ,I: ,I , , I, ,I ' . "1 '. 'I ' , I' 1 r - o I b SUITE A-8 2,400 SQ. FT. DESIGN III) PRESSUlE (-)38.2 PSF (+)38.2 PSF SUfTE A-6 1,200 SQ. FT. SUITE A....7 1,200 SQ. FT. 10' -0. - DESIGN III) cr PRESSUlE b (-)38.2 PSF , (+)38.2 PSF 27'-111%4. -------~----------i ~ 28'-3'}4. 40' -0. 36,20 40' -0. 6'-0. 37.60 - o I <0 37,13 TRAFFIC LIGHTS /', 3/32- = 1'-0. ill 7 -14-04 ity Review FLOOR PLAN . '1t. ORtG1NAL 2 '1'1 g l&.I ~ sa Cl 5 ...<~ -i ~z i~i~~~ ~i im>- ~~ ~~ ~i:~0~ ~~~ ~~dIi~is ~i~ I~~~~~ ~,!< ilO~~~S~ le~ ;~~~;~ :S~ ~!~;;!. m~~ :~!~i:~ ~d l:ii-....;,=- ~~- . ...... - ~ ~ ~ o ~ ~- f2 I en w ~ ~ ; ~ g ~ ~~ I ~ ~~ ~ Q 6 ~~ ~ m ~ ;- cc ==I~l~ UJ ..~.. ...... I Cf) - LL a: W ~ Z W o ....0 -z Cc ~z c Wo 0 a: !! ii: Z a: 0 ~o!:itiit ...Ja.. ~ ~ II! Ii a:........w a:1LU).... ~~:!ia:; .. .wa: o .QI~ ...Ju. ~ II.! ~ ... u.z....u RELEASED FOR: BID PERMIT CONSTR. City Revie WI LLlAM JOE FISH ER ARCH ITECT 0010829 o o N f- I " A2.1 ~ Issue Dote: 5-06-04 v Q Pro'ect No.: 24025 ,9: ~ <( 0 .. 0 N 0 g 0 N ;0 ;::: 'f u ::> 0:: ~ w > ~ 0 Z ~ 0.. 0:: 0 0 ....l U. N '" ~ '" '" c: .~ ~ 0 C ~ :J U (jj '" c: .~ ~ 0 -C oS c: ~ '0; a; ~ c: g 'E CO I it '" N 0 .. ~ '" 0 CD '[ 0.. .. 0 0 ~ ~ / PAINTED STRIPE SEE CML EDGE OF ROOF ABOVE EDGE OF CURB TYP. 4. PIPE BALlARD TYP. ,....-------------- -------------- -------- -- ;:-----1 I I . I 00 I 0 I I N I I . I I LO I ~ ---- ~ I . . I --- 0 N I I I N - I ...... I I I I I 0 o I I I I I I I I . I R MACHINES v I I I I I I I In I I I I I I I I I I 0 I I I I I I I I . . . I I I [9 0 0 N I I I I I I - In I I I ...... - I I I ...... ...... I I I I I I I I I I 9'-6. 9'-6. I I I I I . I I I v I I I I I I I In I g I ~o I I I . . I 0 N I I I I --- --- N - I ...... I ----- . I I LO I 0 0 I . I I 00 I I I I I N I I I I L....______ ---- - -------------- --------------------------------------- - ---- ______...J 2' -0. 23' -0. 2' -0. 27' -0. @ CD FLOOR PLAN 1/4. = 1'-0. 1 r -8- q, TOP OF CONe. BfAM 15' -8- ~ ~T. OF RAISED PlASTER q, 14'-0- ~T. OF CONe. BfAM 11'-8- ~ ~T. OF BUll NOSE 0'-0- ~ TOP OF CURB , I , , : I I I 1 I I 1 ! I CD SECTION 3/a. = 1'-0. 5. l' 2. 2' -a. - 11' -4. 5. 1'-2. 2' -a. 1'-2. 11' -4. -- ------------------ ---------- -- ----------------------- ----- -- 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 I. 'i 1 ~ TTTlrmlTTT IT'! mmr; I I! I I I I, ' I II [: il I I I I I Ii I I: I I I . I I I I I I . I: II I I I I . o , 'I . ~ ----~~----------- I , I t I: , : r.:J 1'T~I'1T: n I TIT rm :ITI n:r: rTT' -;-T:iT 1T:.: ~ml r.:J IWI rrT .m: . I I . I . . 4 P.V.C. VENT TYP. ! 0 I I. J . I : I II I I I I . I 3'-0. I . I 0 l 1.1 ! ~UGHT FIXTURE TYP. o 24"X' 24. CEIUNG A~ESS ~CONTROL JOINT TYP. ' o . , , I illl Ulll.:.ul WI illi WlI:U1 LiJ.l1 : WlIll.:..r Ll.1ll.LL:.: will Wl J.;J Wl'.J.:. ~ J::.! :J..llll,JJ U..Ll.W..l llll.:.il.l Ll.L I ill' I I I: ~------------------------------ -----11---~---------- I I"~' -I'! I I ! I I I', , I ----------~--~-~----------------------L~--------J ALU~. BRACKET TYP. ROOF EDGE @ 0 CEILING PLAN ! , ! .1 , , ii ',I I ' , I I t\ I( I'tl ,i'l \ ; \ , \ \ . , i , I , I ' , ,i i, , ,I I, 11'1 II ;1 ' , , , I , \ ! ! 'I I , I , ! ! \ I \ J 11 I; II , , \ I I, 11 \ , 17' - a. "" TOP OF CONC. BEAM 15' - a. "" BOT. OF RAISED PLASTER 14' - o. ", BOT. OF CONC. BEAM 1['IiI!II" "ll III" ii, " :[il ! 1 (1 W,X III(~III 1,1 (1 MAl fllI;1i1 I 11' - a. · BOT. OF BULL NOSE 2' - O. "" BOT, OF BULL NOSE 0' - O. "" TOP OF CURB CD EAST ELEVATION ,I I 1'-0. i I I' II ,i i. ,I II 'I " 1,\ II "I, I ' I. I , I ,I I \: I, " I,: .' I \ I, I 17' - a. ~ TOP OF CONC. BEAM 15' - a. ~ BOT. OF RAISED PLASTER 14' - o. ~ BOT. OF CONC. BEAM !l I: IJr!i : I)i[ I! Iii Ii) rJiJ[ I ~j [lc~:1 11' - a- "" BOT. OF BULL NOSE 2' - o. "" BOT. OF BULL NOSE 0' - o. TOP OF CURB o WEST ELEV A liON 1/4. = 1'-0. 2 ;:) 02 ~z I~ ~w...J wj!:~ j!:i~ li~ :z~ 2~~ ~:I:~ ~m!1 ~!a saj ~sa :z ~-~ ~~II~~ ~~~ ~~ ~olj , 8~i m~ ~~~~~S I~~~~~ il;ll: ~!:i;! . ~~i~~~~ j!:j!:sa~~i~ RIDGE TYP. ~~fJ ~I i ~I - RIDGE TYP. I (j ~ ~ ~ en ~ ~ ~ ~ ~ g ~ ~~ I m ~~~iri! ~ ;~~~! ~ I @ CD ROOF PLAN 17' - a. · TOP OF CONC. BEAM 15' - a. · BOT. OF RAISED PLASTER 14' - O. ~ BOT. OF CONC. BEAM a: w t- Z W o (/)...IQ ..J-Z -Ce <Ct-Z ~Wo e Wa:U) e Czl 9 ;:)OelUlL a: CI) :z: w ~ ::I: - ...: a: ffi I- ~ II. t; ... ..- IL e W;::Oa:- >... .Wa: - .ole a: t- iii ::::) ~ CII.Z~() 1'-0. .. ~== cc. .. -=:: UJ ..~. ::.I.. ...... I Cf) - u.. 11' - a. ~ BOT. OF BULL NOSE 2' - o. · BOT. OF BULL NOSE 0' - o. TOP OF CURB o SOUTH ELEV A TION ~r--== ,~ , r'--' \ : i \ \ '~; ': ~. .~..' /" 1/4. = 1'-0. 17' - a. · TOP OF CONC. BEAM 15' - a- "" BOT. OF RAISED PLASTER 14' - o. · BOT. OF CONC. BEAM RELEASED FOR: BID PERMIT CONSTR. 11' - 8. · BOT. OF BULL NOSE ".,.~~.. -. ['\ 1'\ r r,=: r;: 'Ir:~~ f: " !l~-= I: '\\," '---I . .-... I .~ II II' r- i r ')" ~.'.' 'I.'. . ,~: LJ \~' ~=' In \ L.j../ _H____ mn__ -j ! , . i ' ijJf' I ~ L.v~,,: : . --L . .;] 2' - O. ~ BOT. OF BULL NOSE WILLIAM JOE FISHER ARCH ITECT 0010829 0' - O. TOP OF CURB o NORTH ELEV A TION o o " f- I v A2.2 1/4. = 1'-0. ~ Issue Date: 5-06-04 v ~.Pro'ect No.: 24025 '(ij a; a: c: o <Jl E .. I u: '" N o ... N U; '0 .. e- ll. ... o o ~ ~ :9: ~ <( m ... co a 8 N i:O ;::: oi il '0 > W .J W a: o a: I!! x w .. ~ <Jl Cl c: .~ .. o c: ~ '" () u; Cl c: .~ l!! Cl -c: .. c: c3 12 ~ 8 7 iHt1HrH 1,-1-\ '. . ~i'~ ,'H1~'11 ~~ ""i; Ao. 20'-8- 12 ,/j8\ I17\-. / 'L::/ ~ \ ~ 25'-4- \! /: \: I 10. PARAPET '\ A ^ A \ ~~~~!t AlA. ~0~ .IA. ~I~ · 0 t 3 j:. ~:: 1 lfl1 il i1'J1JnjjtWW1ntJt:!r1t1nt1t:tt1fttJtjftL~ur\ll1tf . .. .~ I ~/ -/-4 1 f7\ I i - ~h- \..:J ,\.!..../ ' @ 4 ! ! / Y '/ I ~ ;;1"" .... % / ..... (ASSUMED) FIN. FLR. ~.' 1 / 1 j. (ACTUAL TOPO REF.) V I WW' (y ... 25' -4 1 /2. "" TRUSS BEARING "" 30'-10 1/2. 10. PARAPET ~ r0 A8) ~~.O fl: · @ ....oI!"l""!1f~""lIlo... ~8 ;@8 d 1i~ ri~, 'W~ 18 , _ /fftlt 'if. 't 'toft. .. "W .rri LIa. 29 -4 ..L11 J, ~j~ ~ri'. ir "to' ! / 1 -V T ~ !.i~- ..J.H . ..:i .lJ,-..J. \ A . .0. PARAPET;@, t<D,~~! ~ till P'"" ~j 0 ~i. .. A... t/. II A A ~~ 0 I.~ LJ.,;~ .'~' 6 ',' ... '. '... 01.' >@ .' l . . , . L.. ~ 1I!ll\!! /111111':111111 2 .~. 21!Jtl!1jjtittJttUi!llil1!:ltllftUiltritttilltltJtlt ''''. ~ --, 3 ~ . -d ~ ~" "~... 0 ' · ~~I/ (j) ,( '/ /, _ 'I / I, if, ~ i;;' 1: j, 1; / /;' ;~ !;iii~ ;~i Zm>: ~~ ~ ~ IS;.~ ~ gi <ffi - ~LA.lLo.I ~i~~~~ ~;; I~~~~~ Ii: ;nh: ;~! ;~~i:l. ;i~ !~~~!~~ ~ ~ i=i=~~~~~ ~~a 1 O' o Ao. 24'-8- \. I'"'" 10. MASONRY ~7r<D/ @'\ ! A .i+ i 18' -0- ~ JOIST BEARING . 29'-4 1/2- TRUSS BEARING A A 18' -0- ~ JOIST BEARING A A I I ~9 it:1IWiUl..itH i;:lL It:~Jril: Jl Jt:it tt:.ttttJlirtl :tUUl:iUttt:jtjL ::\ ~ :: \ ~, i \ ~\(L, I, 1/ ~ .'.~'-/' - -CI/ ~ 10'-0. B.O. somT ',,:, ;-' '1 . , 1.-'1 1 1 CD EXTERIOR ELEV A TION WEST - (F~?~~! 20' -8- "" TOP OF PARAPET 16' -0- JOIST BRG. ,l?/ "t. ! ~ (/ I I 1 I : II I I II I I I II I I: . . j'! i t ~ 0'-0. (ASSUMED) FIN. FLR. 34' -6- (ACTUAL TOPO REF.) I 1 ': (.~: - ' CD EXTERIOR ELEV A TION NORTH - 3~~1~1~! 29' -4 1 /2- ~ TRUSS BEARING l' ~~ ~~.~ti]-~']~.~ ~ 'i ~ ~--tfif1~:#1f ' ii~i1~'i:1~ \ ,. H~irn-t~t-il#~ Uit il'j t.tit~~ 1Ut.U tr ,. , ~7 """~I II ' II I II P-- I ! : i i 1, T ! 18 i iA A ! : ! 64). . i @--tk: IIIIII11 11III1 ! 7 22' -0. ~ JOIST BEARING 14'-0. "" B.O. SOFFIT :~ 1/ = / '% (, (, I; ,,- i ii' i 4= I\.,..:.J ;: ~~ / d ,I '1,_ f '/ /, 'I, 4' 0- "" - FIN. FLR..- -:' , .1 I. I, --.::. :' i~ / ~ (, I, I ~~ ~ . I i / (, L....:::.. j: / i I, I. ?: 'I, ,;; 'I ...... ~ ~ 12- DIA. EMERGENCY OVERFLOW ROOF DRAIN LEADER, DISCHARGE ONTO SIDEWALK ! ~: 7" I" J..: /1:: LJ I, 1 . q ~ ~_ l I : i\ ~ I I; , I : : \ " I "\ ~ ~ ~ 14'-0- B.O. SOFFIT 'l '/ .....{ = (, 0;, o /I \. . 4' 0- '" - FIN. FLR. -/ :'~ ~. ~~~I ~EI i ~!- ,. : . \,.. \. \ \{I) \. \. . \.' -..; (, \. \ ... ~ , ~ ',i 1:, . / .' I " , \{D \.-@ I I, I,) ( )'\....(0 1 I I " (f/ .or ; J , ' 25' -4 1 /2- ~ TRUSS BEARING 25' -4 1 /2- ~ TRUSS BEARING L' 2 .3 4, /5/ 6\ 7 8 \9 (10. CEMENT PLASTER STUCCO ON REINFORCED C.M.U. EXTERIOR WALL. (PAINTED FINISH) RAISED E.I.F.S. CROWN MOLDING RAISED E.I.F.S. BAND ~ (j ~ ~ I en ~ ~ w o:! <( ~ ~ 8 ~ ~~ I m ~~~~~ ~ ~ ~i ~ I ~ I CLEAR ANODIZED ALUMINUM STOREFRONT WI CLEAR GLAZING. METAL DOORS. SEE SCHED. CORAL TEXTURED PRECAST CONCRETE PANEL. CEMENT PLASTER FINISH MONIERUFE TILE CONCRETE BARREL TILE ROOF. FLORIDA COLLECTION SPANISH .s. SlYLE. ROOF GUTTER AND DOWNSPOUT CONNECT TO STORM srwER 4. CORAL TEXTURED PRECAST CONCRETE BULLNOSE CART RAIL. 18' -0. ~ JOIST BEARING 18' -0- ~ JOIST BEARING 20' -8- ~ TOP OF PARAPET 16' -0- ~ JOIST BRG. 11.. SIDrwALK, SEE SHEET AB.1 .12) 3/4. STUCCO CONTROL JOINT .1 3.> 3/4. CEMENT STUCCO (2) PIECE EXPANSION JOINT OVER MASONRY CONTROL JOINT ~1 4 3/4. 45" CONTROL JOINTS 0 2'-0. O.C. /1 5> 3/4. 45" CONTROL JOINTS 0 l' -0. O.c. /16> RAIN CONDUCTOR LOCATION. SEE PLAN AND 11/AS.2 .1 7/ PINEAPPLE GROVE MEDALLION 18> WALL-MOUNTED LIGHT. SEE ELECTRICAL DRAWINGS. (1 9 DECORATIVE ALUMINUM TUBE BRACKETS <20) FABRIC AWNING WITH ALUMINUM TUBE FRAME .21 FABRIC CANOPY DRIVE THRU II: 11.I .... Z 11.I cno Z....a O-z i=Cc c( 11.I.... Z C > 0 a Wll:!! a: ...JZ~ 0 WOCI-~ CI) :z: w - 0:- .~a: 01l:t:1-~ -II: cnc ffi~~a:. 1-... .wa: uZC X":aai~~ WU.ZI-U ~ 10'-0- B.O. somT ~ 10'-0- B.O. SOFFIT o 'i I '( . IQ)' .. ~=== 0: .. - UJ ..... .... ...... I if) - u. 0: ~ 304'-;-06- _ (AS( SUMED) FIN. FLR.) A 0'-0. (ASSUMED) FIN FLR ACTUAL TOPO REF. ~ 34'-6- (ACTUAL TOpe) RE : / 11. o EXTERIOR ELEV A TION SOUTH - 3~~~!. KEYED NOTES TBOOJA I,ILf~ Ao. 30' -10 1 /2- j'V 10. PARAPET , _ ,- 30- W. x 42- H. ROOF AI. 22 -8 ACCESS DOOR THRU 2 18 r@/',"",10.MASONRYPARAPPETAo.25'-4- ~ ! , /' ,..........t /21h I''"'" 10. PARAPET AI. 20'-8. . tr 4 V -~ ~ 0 (J);0;@ ~ \ r@~'v T.O. MASONRY ~*~~tl · .@...Ait1/lf,'I."..111 , 17 0 rf3> rf'2\ rf18\ \,:~MIMlil Mjl:~ '.' . . ~ ^ A I ^" j ^ I 1\:::..// \.=./ /\:.J i!\ ~\' . It Q! . A .6 \ 0f) A ' I I I I I :\ I \ ~. ., ~. i...... T /f7; ~ A ~: :: i \6. II (III II III III I ' " j II Ii' T . L:. ~f(, {( \ \ \'\ ~ u / 0, , . 0 . ~ / 1 1 0 1 I,~; / x p"" II II II11I111111 I III1 III III II IIIl I III I % ~I i @ i (, ~ (,- (, - / (, (, (, (, (, (, ;, ( (,/, ;, 'I // ;, i (, ~ ~ . '@. . '4' (, ~ (, ;, (,'. _ . , " _ ill II . I . (" (, (, - \:::...J' . c; '% ~ 1 ;, · ~ ELEe. METER AREA J" .... , ' ,--,,' / '... . I. " I ! ! ,. / ' / SCREEN WALL 6 6 REVISIONS: 8 'i' , . jl ~t lr.th .*tt- ~,*,U-h ,. i : III ir--"' : 1~' A A "-0 ... ~ 1IIIII11 C II 25' -4 1 /2- ~ TRUSS BEARING 18' -6- ", JOIST BEARING ~ 10'-0. B.O. SOFFIT r D. V ~ (Co ~l.i~~Tr0 i ~~LEASED FOR: I: ;_',,-, \ I J ), PERMIT \ I fTItl. . I . . \ , . CONSTR. , I ! I '% i I . I ..".,. '(, 1 y, (, (, =,........, I !~-, 4 ! 1(,~"1 7 )i (, )i 1 (, . ~ 0'-0- (ASSUMED) FIN. FLR. . ~. 34' 6" (~ TOPO REF.) AI. 0' o. (ASSUMED) FIN. FLR. '"'" 34'-6- (ACTUAL TOPO REF.) o EXTERIOR ELEV A TION EAST - ~~~~~ / 12- DIA. EMERGENCY OVERFLOW ROOF DRAIN LEADER, DISCHARGE ONTO SIDEWALK 12" OIA. EIIERGENCY / OVERFLOW ROOF DRAIN LEADER, DISCHARGE ONTO SIDEWALK ~ .1'\. -..,.. . IA I ~ ~ KEY NO SCALE {1) @ WILLIAM JOE FISHER ARCH ITECT 0010829 ~ A4.1 f- I v ~ Issue Date: 5-06-04 v Q Pro'ect No.: 24025 ROOF CONSTRUCTION "R" VALUE R - .25 OUTDOOR AIR FILM - R - 19.00 ROOF INSULATION R - .41 ROOF DECK R - .68 INDOOR AIR FILM R - 20.34 TOTAL "R" VALUE 2x PJ. BLOCKING CONT. FlASHING, SET IN BED OF SEAlANT CONT. SEAlANT WITH BACKER ROD STEEL ANGLE SIll PLATE. (PRIMED c!c PAINTED) SET IN CONT. BED OF SEAlANT ::; ~L:'~~~ ~~~-~~7:.i<;"1 "\ L ..... ....... .' ... ~'~~~ ~:~: ~: '~:'~ : ~.: ~ ;.~.::' ;{~;~~t~}1~r . . '.' .- ".,.,:.. [ .: -0::"':-:: "':' ...,.~ . " I HOllOW METAl FRAME, SET IN BED OF SEAlANT 1- CONT. FlASHING, SET IN BED OF ------- SEAlANT --.....----- .063 PRE -FINISHED AlUMINUM COPING eN' SET IN ADHESIVE OVER .045 EPDM MEMBRANE (POSITIVE SLOPE TOWARD ROOF) SNAP OVER CONTINUOUS CLEAT AT FRONT AND NEOPRENE SCREWED AT REAR OF PARAPET 5/88 CEMENT PLASTER ON CMU WAll :g ~ 0( ~ co N 0 g 0 N in ;::: 'f '0 Z 0 i= u w en ....I ....I 0( ~ .,; ~ '" Cl C .~ m 0 C ~ :> y '" Cl C .~ m 0 -c: m C <"3 .~ 1Il a: c 0 '" 'E m I u: '" N 0 ... ~ '" tl 1Il oe- 0.. ... 0 0 ~ ~ / CORRUGATED AlUMINUM SIDING ANCHORED TO 1 1/28 HORIZONTAl FURRING CHANNElS WITH NO. 12-14 SCREWS 0 68 O.C. c!c NEOPRENE WASHERS STffi BRACES - SEE STRUCTURE_____ STEEl ANGLE Sill PLATE. SET IN CONT. BED OF SEAlANT .0638 AlUMINUM (2) PIECE REMOVABLE COUNTER FlASHING WITH 28 WIDE CUPS 0 308 O.C. AND 38 LAP JOINTS WITH SEALANT (2) LAYERS OF 15# FELT BASE FlASHING ON 1/28 EXTERIOR GRADE PLYWOOD 48 CONTINUOUS FIBER CANT SECURED TO 2x4 PJ. WOOD NAILER AND CONTINUOlJS SHIM, SECURED TO METAl DECK WITH FASTENERS 0 248 O.C, PROVIDE CHANNEl COVER OVER TOP OF DOOR c!c FRAME, (PRIME AND PAINT) HOllOW METAl DOOR HOllOW METAl FRAME, SEAl TOPS OF SIDE FRAME W/ WElDED CAPS, PERIMETER OF FRAME TO SIT IN CONT. BED OF SEALANT AS REQ'D TO MAINTAIN WATER TIGHT SEAl 5/88 CEMENT PLASTER ON CMU WAll WITH CORE FIll INSULATION 14' -08 "" JOIST BRG. CD WALL SECTION 1/28 = 1'-08 .063 ALUM. COPING CAP SET IN ADHESIVE OVER .045 EPDM MEMBRANE (POSITIVE SLOPE TOWARD ROOF) SNAP OVER CONTINUOUS CLEAT AT FRONT AND NEOPRENE SCREWED AT REAR OF PARAPET ~ 20'-88 T.O. MASONRY SEE ELEVATIONS FOR EXTENT OF PARAPET AND RESPECTIVE HEIGHTS EIFS SYSTEM 8CROWN MOULDING8 WITH -DETAIL 8 GLASS FIBER REINFORCING ON EIFS BASE J SEE EXTERIOR BUILDING ELEVATIONS FOR REVEAL LOCATIONS. SEE 4/A6.4 & 5/A6.4 FOR DETAILS .., VARIES DECK BEARING 5/88 CEMENT PLASTER ON CMU WALL WITH CORE FILL INSULATION ROOF CONSTRUCTION -R8 VALUE R = .25 oumOOR AIR FILM R = 19.00 ROOF INSULATION R = .41 ROOF DECK R = .68 INDOOR AIR FILM R = 20.34 TOTAL -R8 VALUE 48 CONC. SlAB (SLOPE SlAB 1/88 PER FOOT AWAY FROM BUILDING) SLOPE 2% MAX. ~ 0'-0- FIN. FLR. . ( -) 2' -08 ~ T.O. FOUNDATION . ~ :... .0... . . ~. ~'. .: '. . .~. ,".': .T" . 4 '. .. ." 1/28 ASPI-W..T EXPANSION JOINT (lYP.) WS-001 E o WALL SECTION 1/28 = 1'-08 G ./ ('" I Jo- II I I I I ('" (( \, .063 PRE -FINISHED ALUM. COPING CAP SET IN ADHESIVE OVER .045 EPDM MEMBRANE (POSITIVE SLOPE TOWARD ROOF). SNAP OVER CONT. CLEAT 0 FRONT & NEOPRENE SCREWED 0 THE REAR OF PARAPET EIFS SYSTEM -CROWN MOULDING8 WITH -DETAIL- GLASS FIBER REINFORCING ON EIFS BASE ~ 20'-8- 10. MAS. PARAPET CONT. P.I 2X6 BLOCKING CORRUGATED METAL SIDING SECURED TO HORIZONTAL BLOCKING W/ SUITABLE SCREWS & NEOPRENE WASHERS CONTINUOUS HORIZONTAL 1 1/2- FURRING CHANNEL 0 248 O.C. 18' -18 B.O. BULLNOSE 17' -4- ~ CENTER OF J-BOX 1 28 RADIUSED BULLNOSE TRIM EIFS SYSTEM WITH -DETAIL- GLASS FIBER REINFORCING ON EIFS BASE 16'-5- B.O. BULLNOSE 16' -0- JOIST BEARING 5/8- CEMENT PLASTER ON CMU WALL WITH CORE FILL INSULATION J ~ .063 PRE -FINISHED ALUM. FLASHING AND COUNTER FLASHING MUD SET ROOF TILE ON FULLY ADHERED 30 MIL WATERPROOF MEMBRANE ON 30# DRY-IN ON 5/8- 00. GRADE PLYWOOD ON PRE-ENGINEERED TRUSSES 0 24- O.C. 10' -8- ~ EXTENT OF WALL FINISH ~ 10'-0- 8.0. ACOUS. CLG. TILE SUSPENDED 2x4 ACOUSTICAL CEIUNG TILE (SEE CEIUNG PLAN) .063 PRE-FINISHED ALUM. DRIP EDGE FLASHING ~ 10'-0- B.O. CANOPY 3/48 CEMENT PLASTER CONTROL SCREED 5 /8- GYP. BD. OVER 1-1/2- MTL. FURRING CHANNELS AND R-3.5 BATT INSULATION. EXTEND 88 ABOVE FINISHED CEIUNG (TYP.) 7/8- CEMENT PLASTER ON METAL LATH ON 43# BUILDING PAPER ON 5/88 EXTERIOR GRADE PLYWOOD SHEATHING ON PRE -ENGINEERED TRUSSES 5/88 CEMENT PLASTER ON COLUMN KEYSTONE TEXTURED PRECAST CONCRETE COLUMN ENCLOSURE WITH BASE AND COLUMN CAPITAL BULLNOSE PRECAST CONCRETE SILL CAP MUD SET ON VINYL THROUGH WALL FLASHING MEMBRANE (W / NO JOINTS) EXTEND VAPOR BARRIER UP THE WALL 68 AND TRIM FLUSH WITH SLAB AFTER SlAB IS CAST 4- REINFORCED CONCRETE FLOOR SlAB ON GRADE ON VAPOR BARRIER OVER COMPACTED AND TERMITE TREATED FILL 2' -8- ~ BOTTOM OF SILL CAP 128 REINFORCED CMU (COLUMN & WALL BASE) WITH 3/48 THK. KEYSTONE TEXTURED PRECAST CONCRETE PANELS ON ASPI-W..T DAMPPRooFlNG ON CMU ~ 0'-08 FIN. FLR. .. SLOPE 2% MAX. . '. ". .:"., , . 4 """:- :"--i' --..:-: .~. . ~.'~' :- '.~ "0 _0: --:0: '._ 00 .. 48 CONCRETE SIDEWALK SlAB WITH BROOM FINISH (SEE FLOOR PLAN FOR PATTERN (WITH 6X6 Wl.4X1.4 W.W.F. ON VAPOR BARRIER ON TERMITE TREATED AND COMPACTED SUB-GRADE CD W ALL SECTION , I , ""'~;':':":'~'I' ',:~.~':"_':=~~'~':, . :.. .': .. .... ~ '. ~ '. .. ,. '.- I .c.. ." .' . . . ,.. , I f :' 1/2- = 1'-08 (2) SHEETS P.I 3/4- EXTERIOR GRADE PLYWOOD WITH 3/48 P.I WOOD SHIM FASTENED TO 2X8 P.I WOOD NAILER CONTINUOUS 2"X68 P.I WOOD BLOCKING CORRUGATED ALUMINUM SIDING ANCHORED TO 1 1/2- HORIZONTAL FURRING CHANNELS WITH NO. 12-14 SCREWS 0 68 O.C. & NEOPRENE WASHERS CONTINUOUS HORIZONTAL 2X8 P.I WOOD BLOCKING .063- ALUMINUM (2) PIECE REMOVABLE COUNTER FLASHING WITH 28 WIDE CUPS 0 30- O.C. AND 3- lAP JOINTS WITH SEALANT (2) LAYERED OF 151 FELT BASE FLASHING ON 1/28 EXTERIOR GRADE PLYWOOD MULTI-PLY BUILT-UP ROOF MEMBRANE OVER 3/48 COVER BOARD ON THERMAL INSULATION 4- CONTINUOUS FIBER CANT SECURED TO 2X4 P.I WOOD NAILER AND CONTINUOUS SHIM, SECURED TO METAL DECK WITH FASTENERS 0 248 O.C. STRUCTURAL STEEL JOIST 10' -08 ~ CEIUNG HEIGHT SUSPENDED 2'X4' ACOUSTICAL CEIUNG SYSTEM 1/2 COURSE OF CMU TO ALIGN BEAM BEYOND 5/8- GWB ON 1-1/28, 25 GAUGE VERI METAL FURRING CHANNELS AT 248 O.C. WITH R-3.5 BATT INSULATION IN FILL. EXTEND 88 ABOVE FINISHED CEIUNG. VINYL THROUGH WALL FLASHING MEMBRANE (WITH NO JOINTS) EXTEND VAPOR BARRIER UP THE WALL 6- AND TRIM FLUSH WITH SlAB AFTER SlAB IS CAST 48 REINFORCED CONCRETE FLOOR SlAB ON GRADE ON VAPOR BARRIER OVER COMPACTED AND TERMITE TREATED FILL .1 .,\,.. " .. '\ ''- 1 :, I . I ' ; , ~i~~~ ~I;I!~ ~oio ,~ 8~ ~m- i!~~~~~ I~~i~~ ~Il!i el!i ~ 0 ~~ i ~~~~ l~ltIlltI~ g;~~~~ ~~~~j~~ 2 =>> j~ Ii ~LIoJ~ LIoJ~F ~i~ I~i ~;dI; ;!~ ~~! ~f c:".)ro .~i J ~l i ~i _ ; o ~ ~ I en ~--- ~ W II: <( ; f g ~ se~ ! m~; ~li! 6 i ~- ~ m ~ I .. ~== a: .. -== UJ ..~. ::..I.. ...... J: (/) - LL a: w I- z W o ....0 -z Cc I- C/')wZ c za:~ e OzD: ~ - a: .... I-OCI-II. o en :z: eI ~ w - ...: a: ffi CI) ~ IL t; .... ~II. C -J;::oa:- -J'" .wa: ~...:~~~ >ILZI-U RELEASED FOR: BID PERMIT CONSTR. REVISIONS: WILLIAM JOE FISHER ARCH ITECT 0010829 ~ A5.1 f- I \J '" ~ Issue Date: 5-06-04 v Q Pro'ect No.: 24025 :g ~ <( 0 a; N ci 3 0 N ill ;;:: t z 0 i= () W <Il ...J ...J <( ~ N .,; ~ '" Ol c .~ ~ 0 c ~ :J () Iii Ol c 'ji: m 0 -c ., C ., () 'm Qj a: c 0 '" E CD I oi '" N 0 .. ~ '" U ., 'e- ll. 8 ~ ~ / MUD SET ROOF TILE ON COLD APPUED SELF ADHERING 30 MIL WATERPROOF MEMBRANE ON 5/8- 00. GRADE PLYWOOD ON PRE -ENGINEERED TRUSSES 0 24- O.C. .063 PRE -FINISHED ALUM, DRIP EDGE FlASHING .063 PRE-FINISHED ALUM. 4X4 ~ GUTIER WITH .063 ALUM. SPACERS 0 3' -0- O.C. (SPIKE c!c FERRULE NOT ACCEPTABLE) , 25'-4- I ~ TRUSS BEARING I 7/8- CEMENT STUCCO PLASTER ON PAPER BACKED METAL LATH OVER 5/8- -COX- PLYWOOD ON METAL STUD FRAMING. I I I 22' -g- ~ BOT. OF EIFS BAND ~ 30' -lir 29'-1~- TRUSS LENGTH 4- CONT. P.V.C. VENT DECORATIVE ALUM. BRACKET ~ 7/8- CEMENT PLASTER ON METAL LATH ON 431 BLDG PAPTER ON 5/8- DENS GLASS GOLD SHEATHING ON 1-1/2- :METAL STUDS 0 24- O.C. P.T. 2- X 6- BLOCKING (FOR DECORATIVE BRACKET FASTENERS) AT EACH BRACKET LOCATION) 2- RADIUSED BULLNOSE TRIM EIFS SYSTEM WITH ~ -DETAIL- GLASS FIBER REINFORCING ON EIFS BASE. 21'-1- / ~ BOT. OF BULLNOSE 5/8- CEMENT PLASTER ON CMU WITH CORE FILL INSULATION 18' -1- ~ CENlIRUNE OF PlAST[R CHANNEl SCREED ~ HORIZONTAL CEMENT PLASTER STUCCO REVEAL JOINTS SEE DETAIL 8/A6.3 16' -0- JOIST BEARING 15'-5- ~ CENTERUNE OF PLASTER CHANNEL SCREED 5/8- CEMENT PLASTER ON CMU WITH CORE FILL INSULATION 2- RADIUSED BULLNOSE TRIM EIFS SYSTEM WITH -DETAIL- GLASS FIBER REINFORCING ON EIFS BASE. 12'-r "" BOT. OF BULLNOSE 1 0' -0- "" BOT. OF BULLNOSE 2- RADIUSED BULLNOSE TRIM EIFS SYSTEM WITH -DETAIL- GLASS FIBER REINFORCING ON EIFS BASE. 5/8- CEMENT PLASTER ON CMU WITH CORE FILL INSULATION BULLNOSE PRECAST CONCRETE SILL CAP CONTINUE ROOF INSULATION AND COVER BOARD WITHIN TOWER , ,',',','.' ',',': >, ',',," ',,',\','. ,',,',',' ','. ::-',',' ",".'.', ',' ','. ".' '. ',' ',' ',',' . / / / SUSPENDED 2'X4' ACOUSTICAl CEIUNG SYSTEM ~ 10-0- (lYPICALL CEIUNG HEIGHT 5/8- GWB ON 1-1/2-, 25 GAUGE METAL FURRING CHANNELS 0 24- O.C. WITH R-3.5 BATT INSULATION INFlLL EXTEND 8- ABOVE FINISHED CEIUNG. 3/4- THK. KEYSTONE TEXTURED PRECAST CONCRETE PANELS ON ASPHALT DAMPPRooFlNG ON CMU SLOPE 2~ MAX. 4- CONCRETE SIDEWALK SLAB WITH BROOM FINISH (SEE FLOOR PLAN FOR PATIERN (WITH 6X6 Wl.4X1.4 W.W.F. ON VAPOR BARRIER ON TERMITE TREATED AND COMPACTED SUB-GRADE - . . . . /. ..' '.' .. '. o6, .' ~ .41,.',.... . , . ':i: :-:-" '~.:.: ~'.: ..-:~ .~~:~.~ '::'~/.~<."'> 'f I I CD WALL SECTION 1/2- = 1'-0- 4- CONT. P.V.C. VENT 6- METAL STUD 0 24- O.C. ! 1 ~~,.! 10 60 A6.2 -~~ I [ I I . ~ I ':.t- ...... 25'-4- .., TRUSS BEARING 4-x4- .063 PRE-FINISHED ALUM. DOWNSPOUT (2-EACH TOWER) 7/8- CEMENT PLASTER ON MYL LATH ON 43# BLDG. PAPER OVER 5/8- EXTERIOR GRADE PLYWOOD ON METAL STUDS CONTINUOUS HORIZONTAL 2X8 p.r. WOOD BLOCKING .063- ALUM. (2) PIECE REMOVABLE COUNTER FlASHING WITH 2- WIDE CUPS o 30- O.C. AND 3- LAP JOINTS WITH SEALANT (2) LAYERED OF 15# FELT BASE FlASHING ON 1/2- EXTERIOR GRADE PLYWOOD MULTI-PLY BUILT-UP ROOF MEMBRANE OVER 3/4- COVER BOARD ON THERMAl... INSULATION DECK 4- CONTINUOUS FIBER CANT SECURED TO 2X4 p.r. WOOD NAILER AND CONTINUOUS SHIM, SECURED TO METAL DECK WITH FASTENERS 0 24- O.C. STRUCTURAL STEEL JOIST .063 PRE -FINISHED ALUM. COPING CAP SET IN ADHESIVE OVER .045 EPDM MEMBRANE (POSITIVE SLOPE TOWARD ROOF). SNAP OVER CONT. CLEAT 0 FRONT c!c NEOPRENE SCREWED 0 THE REAR OF PARAPET ~/ <:: , ~ I 1,/ 1,1 ~/ \-'" ,( 1'-8- /....~" \ 25' -4- ~ TOP OF MAS. PARAPET EIFS SYSTEM -CROWN MOULDING- WITH -DETAIL- GLASS FIBER REINFORCING ON EIFS BASE. 22'-9- ~ BOT. OF BULLNOSE 22' -1- ~ CENTER OF J-BOX 2- RADIUSED BULLNOSE TRIM EIFS SYSTEM WITH -DETAIL- GLASS FIBER REINFORCING ON EIFS BASE. 21' -1- BOT. OF BULLNOSE 7/8- CEMENT PLASTER ON METAL LATH ON 43# BUILDING PAPER ON 5/8- EXTERIOR GRADE PLYWOOD SHEATHING ON 12- METAL STUDS 0 24- O.C. 18' -1- CENTERUNE OF SCREED CONTROL JOINT I I I CI . a::: . ~ CD a::: ~I z! . ~ I o CI I .1 g I oo~ :...J 0- W CI ~ I' ~, ~ w I I I I I I 16' -0- JOIST BEARING 15' -5- ~ CENTERUNE OF SCREED CONTROL JOINT 2- RADIUSED BULLNOSE TRIM EIFS SYSTEM WITH -DETAIL- GlASS FIBER REINFORCING ON EIFS BASE. 12'-r ~ BOT. OF BULLNOSE . 00 ........... LO ~ 7/8- CEMENT PLASTER ON METAL LATH ON 43# BUILDING PATER ON 5/8- DENS-GLASS GOLD EXTERIOR GYPSUM SHEATHING ON 12- METAL STUDS 0 24- O.C. FASTENED TO CMU (SEE STRUCTURAL) (, 10' -0- "" BOT. OF SOFFIT / BULLNOSE 2- RADIUSED BULLNOSE TRIM EIFS SYSTEM WITH -DETAIL- GlASS FIBER REINFORCING ON EIFS BASE. 7/8- CEMENT PLASTER ON METAL LATH ON 431 BUILDING PAPER ON 5/8- EXTERIOR GRADE PLYWOOD SHEATHING ON PRE -ENGINEERED TRUSSES KEYSTONE TEXTURED PRECAST CONCRETE COLUMN ENCLOSURE WITH BASE AND COLUMN CAPITAL 5/8- CEMENT PLASTER ON CMU WALL BULLNOSE PRECAST CONCRETE SILL CAP MUD SET ON VINYL THROUGHWALL FlASHING MEMBRANE (w/NO JOINTS) 2' -8- ~ BOT. OF SILLCAP 12- REINFORCED C.M.U. (COLUMN c!c WALL BASE) WITH 3/4- THK. KEYSTONE TEXTURED PRECAST CONCRETE PANELS ON ASPHALT DAMPPRooFlNG ON CMU. ~ 0'-0- FIN. FLR. ELEV. SLOP'E 2~ MAX. .. / I ! I.' I. I . ' . .' 4- CONCRETE SIDEWALK SLAB WITH BROOM FINISH (SEE FLOOR PLAN FOR PATIERN (WITH 6X6 W1.4X1.4 W.W.F. ON VAPOR BARRIER ON TERMITE TREATED AND COMPACTED SUB-GRADE r~~t~'iD;tJ It[ilii'lF}:J}. ,. CD WALL SECTION 1/2- = 1'-0- (2) SHEETS p.r. 3/4- EXTERIOR GRADE PLYWOOD WITH 3/4- p.r. WOOD SHIM FASTENED TO 2X8 P.T. WOOD NAILER c!c TOP TRACK OF 12- METAL STUDS. CONTINUOUS 2"X6- p.r. WOOD BLOCKING CONTINUOUS KO BLOCK W/SOUD GROUT AND 1/2- AB.O 24- O.C. p.r. 2- X 6- BLOCKING (BETWEEN STUDS) 0 EVERY UGHT FIXTURE LOCATION CORRUGATED ALUM. SIDING ANCHORED TO 1 1/2- HORIZONTAL FURRING CHANNELS WITH NO. 12-14 SCREWS 0 6- O.C. c!c NEOPRENE WASHERS STEEL BRACES - SEE STRUCTURE FOR SIZE AND LOCATION CONTINUOUS HORIZONTAL 2X8 P.T. WOOD BLOCKING .063- ALUM. (2) PIECE REMOVABLE COUNTER FlASHING WITH 2- WIDE CUPS 0 30- O.C. AND 3- LAP JOINTS WITH SEALANT PITCH POCKET MULTI-PLY BUILT-UP ROOF MEMBRANE OVER 3/4- COVER BOARD ON THERMAl... INSULATION 4- CONTINUOUS FIBER CANT SECURED TO 2X4 p.r. WOOD NAILER AND CONTINUOUS SHIM, SECURED TO METAL DECK WITH FASTENERS 0 24- O.C. STRUCTURAL STEEL JOIST. 10' -0- ~ CEIUNG HEIGHT SUSPENDED 2'X4' ACOUSTICAL CEIUNG SYSTEM 5/8- GWB ON 1-1/2-, 25 GAUGE METAL FURRING CHANNELS 0 24- O.C. WITH R-3.5 BATT INSULATION INFlLL EXTEND 8- ABOVE FINISHED CEIUNG VINYL THROUGH WALL FlASHING MEMBRANE (WITH NO JOINTS) EXTEND VAPOR BARRIER UP THE WALL 6- AND TRIM FLUSH WITH SLAB AFTER SLAB IS CAST 4- REINFORCED CONCRETE FLOOR SLAB ON GRADE ON VAPOR BARRIER OVER COMPACTED AND TERMITE TREATED FILL -2' -0- TOP OF FOUNDATION \ . \ . : . i " saj~~sa !III!~ ~ ~Q ~ 8Q-~ . ~i:~il I~~i~~ i!;!~ fi3~ ~ fi3 ~ i !~h ~~ol~ . ~g~~2~~ ~~sa~iim 2 :;) Q2 ~z Ii ~lA.IW lA.Ii!:! i!:isa ~~: I~o :z~ 2~i!; ;i~ ~~! ~f c:.;>ro ~i J .!E i j ~i _ J (j ~ ~ I en m ~ ~ ; ~ g ~ ~~ I f2 ~~~ili! ;; ; ~~ ~ m ~ I .. ~== cc .. -== UJ ..110:' :.... ...... I (f) - Ll.. a:: W I- Z W o ....Q -z Cc I- CJ)Wz c Za::~ e OZii: ~ - a:: ... I- 0 C t- II. o en :z: III -- w-~a:ffi CI) ~ IL t; I- ~II. C ....J ::= 0 a: - ....J... . w a:: ~...:~I~ >ILZt-U RELEASED FOR: BID PERMIT CONSTR. REVISIONS: WILLIAM JOE FISHER ARCH ITECT 0010829 ~ A5.2 f- I V ~ Issue Date: 5-06-04 v Q Pro 'ect No.: 24025 ROOF CONSTRUCTION -R- VALUE R = .25 OUTDOOR AIR FILM R = 19.00 ROOF INSULATION R = .41 ROOF DECK R = .68 INDOOR AIR FILM R = 20.34 TOTAL -R- VALUE CORRUGATED METAL SIDING SECURED TO HORIZONTAL BLOCKING W/ SUITABLE SCREWS & NEOPRENE WASHERS I I I i a I I I I I I I ~ 18'-8- 10. MASONRY 5/8- CEMENT PLASTER ON 8- I CMU I .063 ALUM. (2) PIECE REMOVABLE COUNTER FlASHING W 2- WIDE CUPS 0 30- O.C. & 3- LAP JOINTS W / SEALANT .., VARIES DECK BEARING ....,...'".. .'.,.. """" .,..." .." . ..."..... "'" STRUCTURAL STEEL JOIST MULTI-PLY BUILT-UP ROOF MEMBRANE OVER 3/4- COVER BOARD ON THERMAL INSULATION 8- CMU WALL 8'-8- "" EXTENT OF WALL FINISH \ "" 8'-0- B.O. ACOUS. CLG. TILE I SUSPENDED 2x4 ACOUSTICAL~ CEIUNG TILE (SEE CEIUNG PLAN) 5/8- GYP. BD. OVER 1-1/2- MTL FURRING CHANNELS EXTEND 8- ABOVE FINISHED CEIUNG (TYP.) .063 PREFlNISHED ALUM. COPING CAP SET IN ADHESIVE OVER .045 EPDM MEMBRANE. SNAP OVER CONT. CLEAT 0 FRONT AND NEOPRENE SCREWED 0 THE REAR OF PARAPET. i I I I I S CUR D T HO IZONTAL I I I B OCKI G WI SU ABLt S~R~ ' & NEO RENE W HER$ i I I I I I I HIGH-DOMED, CAPPED, GASKETED FASTENERS 8- O.C. EXTEND MULTIPLE -PLY MEMBRANE BASE FlASHING TO TOP OF 2x8 P.T. NAILER I I I 1 i I , I I ! I I .., VARIES DECK BEARING .""... ........." ............... '." ..'.... ...... ......"..." ....... .. >..,........ "'" .., - ~ I i- - I I. - I I 10' -8- ~ EXTENT OF WALL FINISH "" 1 0' -0- B.O. ACOUS. CLG. TILE SUSPENDED 2x4 ACOUSTICAL CEIUNG TILE (SEE CEIUNG PLAN) SJRUClURAl STEEL JOIST ~ MULll-PLY BUILT-UP ROOF MEMBRANE OVER 3/4- COVER BOARD ON THERMAL INSULATION 5/8- DENSGLASS PLUS ON EA. SIDE OF 6- MTL STUDS o 24- O.C. W/ R-19 BATT INSULATION INFlLL " . I I- I. . r. - r. - i. - , I I I , "" 1 0' -0- B.O. ACOUS. CLG. TILE I SUSPENDED 2x4 ACOUSTICAL~ CEIUNG TILE (SEE CEIUNG PLAN) 5/8- GYP. BD. OVER 1-1/2- MTL. FURRING CHANNELS EXTEND 8- ABOVE FINISHED CEIUNG (TYP.) .. o _I m ALUM. STORFRONT :g ~ <( ..... '" en N 6 g 0 N it; ;;: ci 3 '0 :i 0 ~ U w en ....J ....J <( ~ I() I() ~ '" '" c .~ e 0 c ~ " U -.; '" c .~ 0 -C ., C ~ S ., a: c .~ Oi :I: u:: I() N 0 ... ~ '" tl ., "e- o. g 0 ~ ~ / EXTEND VAPOR BARRIER UP THE WALL 6- AND TRIM FLUSH WITH SLAB AFTER SLAB IS CAST 4 - REINFORCED CONCRETE FLOOR SLAB ON GRADE ON VAPOR BARRIER OVER COMPACTED AND TERMITE TREATED FILL 0'-0- '.......;. . . . ~ . .,.7.-- -;-.... -. - ..... " -V FIN. FLR. .. EXTEND VAPOR BARRIER UP THE WALL 6- AND TRIM FLUSH WITH SLAB AFTER SLAB IS CAST 4- CONC. SLAB (SLOPE SLAB 1/8- PER FOOT AWAY FROM BUILDING) "" -2'-0- FIN. FLR. (-) 4'-0- "'" 10. FOUNDATION . ~. .. Olio. . . ..', . '. . : 1. '. .:i... ~ .~~: '.~ ~.':' CD WALL SECTION -:-;.~ ...:.- -:;-",-. .' . '. . '.-.:~ ---. ~ -=--. -:;-'-. .~..' '.-.: "' ' , l' " .=.. ..... ."~' / .~ . '.4'" ..' 1/2- = 1'-0- o WALL SECTION CORRUGATED METAL SIDING SECURED TO HORIZONTAL BLOCKING W/ SUITABLE SCREWS & NEOPRENE WASHERS ~ 18'-8- 10. MASONRY .063 PREFlNISHED ALUM. COPING CAP SET IN ADHESIVE OVER .045 EPDM MEMBRANE. SNAP OVER CONl CLEAT 0 FRONT AND NEOPRENE SCREWED 0 THE REAR OF PARAPET. HIGH-DOMED, CAPPED, GASKETED FASTENERS 8- O.C. ...., . ...,/................,..,...... -,'. ., ....' .,...,..,. -'"' .'."'" .., VARIES DECK BEARING .., VARIES DECK BEARING ( I ."~' ..' . ,-'"Y.' ' .," .J<. '" '^' "/' ............. y,,", 6- MTL STUD LATERAL BRACING 0 24- O.C. TO ROOF DECK BOX BULKHEAD BEYOND t BOX BULKHEAD BEYOND 7/8- CEMENT PLASTER ON METAl LATH ON 43# BLDG. PAPER OVER 5/8' EXTERIOR GRADE PLYWD. SHEATHING ON 6- STL STUDS 0 24- O.C. 7/8- CEMENT PLASTER ON METAL LATH ON 43# BLDG. PAPER OVER 5/8' EXTERIOR GRADE PLYWD. SHEATHING ON 6- STL STUDS 0 24- O.C. 5/8- CEMENT PLASTER ON CMU WALL WITH CORE FILL INSULATION BULLNOSE PRECAST CONCRETE SILL CAP "'" 0' -0- FIN. FLR. 4- REINFORCED CONCRETE FLOOR SLAB ON GRADE ON VAPOR BARRIER OVER COMPACTED AND TERMITE TREATED FILL "" 0' -0- FIN. FLR. (-) 2'-0- ~ 10. FOUNDATION 1/2- = l' -0- .. CO .. o I - ..- .. o I m ~'-.::,:(. CD W ALL SECTION 12' -8- ~ EXTENT OF WALL FINISH ~ 12'-0- B.O. ACOUS. CLG. TILE SUSPENDED 2x4 ACOUSTICAL CEIUNG TILE (SEE CEIUNG PLAN) 5/8- GYP. BD. OVER 1-1/2- MTL FURRING CHANNELS EXTEND 8- ABOVE FINISHED CEIUNG (lYP.) EXTEND VAPOR BARRIER UP THE WALL 6- AND TRIM FLUSH WITH SLAB AFTER SLAB IS CAST 4- REINFORCED CONCRETE FLOOR SLAB ON GRADE ON VAPOR BARRIER OVER COMPACTED AND TERMITE TREATED FILL ~ 2'-0- , FIN. FLR. sai~~~ ji i~i~!~ ~~2 ~m~ ~~ ~ ~~:~P.li b:~~ ~ffi;lOi~s ~isa ~ili~: !!i ~ ~~~~ ~~~ I!~;:~. ;Ig ~j"j""'m5~~ LAJ~~ saLAJ~~Clb ~~~ ~~saj"j~z ~~; ~~il ~I i ~I - ~ (j ~ ~ I ~ ~ II! <( ~ m g ~ ~~ I m ~~~~~ 6 i ~~ ~ I ~ I . .- a: ..' = UJ ..~. :.I.. ...... I (j) - LL a: 11.I .... Z 11.I (.) ....0 -Z Cc .... C/) 11.I ~ ~ Z a: !! ii: OZa:: 0 - a:: -I I-OCI;ju. QUJZw ~ W - ...: a:: ffi en ~ Lt. t; .... ~u. C ...J :: 0 a:: =- ...J... . w a:: ~...:~I~ >LLZI-U RELEASED FOR: BID PERMIT CONSTR. REVISIONS: - ", \ I ' 1- : ~ L _ ~ 1/2- = l' -0- WILLIAM JOE FISHER ARCH ITECT 0010829 ~ A5.5 >- I Q '" ~ Issue Date: 5-06-04 v Q Pro'eot No.: 24025 ! ! ! _____GALV. CORRUGATED :.-r--r- STORM PANELS. VERIFY CAGE DEPTH WITH AMOUNT Of PANELS REQUIRED FOR fACIUlY. PANELS TO BE LABELED & STORED ACCORDINGLY. i ~ 2' -l}f VERIFY t ~ I ~ ~ { l~'-r I ....... . ...... I . o 1 b . ~ ...... ...... I 10 ~ ..---- i I . . (0 ~_I ...... I I ~ h- I I I I ~ -:17: I I I I I I I I I 1 I I ! I I I I . I . : :":". ............~. ..:~...: ~: !.. ...~ . FRONT ELEVATION "A" ~ 1'- r i tVERIFY NUMBER AND HEIGHT Of STORM 1 VERIFY - --r --T------------- PANELS TO DffiRMINE DEPTH, HEIGHT, ... .-- '" !: WIDTH c!c MOUNTING LOCATION A.f.G. '\. I' I ~ '\ : 2'-tJf PADLOCK {/' rrmmmn ; L----------------------t--- VERIFY f HINGED HASP ./ jjjjjj"ijjjjj, .' , , ... ::::::- fffffflfffflt- 2 1/2- x 2 1/2- x 3/8- -- m:::::::u::: GALV. STL ANGLE fRAME, mu:::::::::: PRIUE J. PAINT 111111111111111 IV! a. 111111111111111 111111111111111 111111111111111 ' 111111111111111 : I 111111111111111 111111111111111 111111111111111 111111111111111 111111111111111 111111111111111 111111111111111 ' 111111111111111 111111111111111 111111111111111 111111111111111 111111111111111 111111111111111 111111111111111 111111111111111 111111111111111 111111111111111 111111111111111 ........~lIilllllllllllll 111111111111111 c? 11111111111111 A 111111111111111 111111111111111 111111111111111 111111111111111 111111111111111 EXPANSION BOLTS HINGES . ~ 1 10 2~ HINGE -./ ~~~ I ~ I ~" I ~~ / ,,~ ~ , ----' HINGED HASP PLAN SECTION "D" ~ EXPANSION BOLTS 2~ , -----' 1 1111111111111 I 1111111111111 I 1111111111111 I 1111111111111 1_1111111111111 , l=! :; .... . ..: ~ SIDE ELEVATION "s" . (0 . _I ~...... CD STORM PANEL STORAGE DE,~~I~~ 8-018 TOP OF BOOT ISOMETRIC "sr ~ <( M c<; o /1\ v\ g a N on ;:::: Ci ~ u en ...J ~ W o .. <0 ~ .. Ol c i e o / c ~ ::> U u; Ol c i CD Ci -c: II> C ~ '(ij 16 C' g E CD :I: u: '" N a .. ~ .. U II> B if. / \ ') ) BOrrOM OF BOOT ISOMETRIC o (2) PIECE ALUM. BOOT DET. ~~-O. 7-018 8 ~ L -, "" / , " , I ',,~ ~ PLAN VIEW "C" HINGED HASP HINGE 1 ;' ~~t:: "'~,. I -" j ::.: \ :<<. 2 I -:. ! UL SYSTEM HWS0001 (1 HOUR FlRE RATING) (FORMERLY U400S) 1 ROOf ASSEMBLY - ANY ROOf ASSEMBLY CLASSIfiED BY UNDERWRITERS LABORATORIES INC. IN THE UL fiRE RESISTANCE DIRECTORY (ALL -P- SERIES DESIGNS). 2 W.L ONE HOUR WALL ASSEMBLY DESIGN IU419 3 ' & '4 lHE JOINT TREATMENT SYSTEM SHALL CONSIST Of A FORMING MATERIAL AND A fiLL MATERIAL SEAL IN THE flUTES Of THE STEEL DECK AS FOLLOWS: 3 fORMING MATERIAL - MINIMUM 3 1/2- THICKNESS Of THERMAFlBER SAFlNG INSULATION 'WITH NOMINAL DENSIlY Of 4 Pef fiRMLY PACKED INTO flUTES Of STEEL DECK ABOVE CEIUNG TRACK. fiLL MATERIAL - f1RECODE COMPOUND INSTALLED TO fiLL THE flUTES Of THE STEEL DECK ABOVE THE GYPSUM WALLBOARD ON EACH SIDE Of THE WALL ASSEMBLY. A MINIMUM 1/2- THICKNESS OF flRECODE COMPOUND IS REQUIRED ON EACH SIDE OF THE WALL FOR 1 HR. ASSEMBLY RATING 4 (}) FIRE STOP AT STUD W AL~. = I 1 1/2- CORRUGATED _____ ALUMINUM SIDING W/ ______ CLOSERS AROUND BOOT l/.~ ~ 2-x6- WD. BLOCKING ON --.......... METAL fRAMING ~ 5/8- EXTERIOR GRADE __'" SHEATHING r-- PROVIDE WATER TIGHT SEALANT ~ AT ALL FOUR SIDES Of V OPENING ~. ~ ~. 1"- C7x9.8x12- CHANNEL ~ .063- (2) PIECE ALUMINUM BOOT - \/ V ^ /\ :: ~ :: ~ /'" / I / I / I // ~ / / // / / / / / / / / t // I / I / I / v/ / GALV. 4-x4- TUBE STEEL I I I I I \~.~ i/ \ ~ I \ Z zo Z Z \\ zzzzz \/ ././ '/./ , " ~ ",'" & ~~ ","'1 '" " '" '" 'N ~ NEOPRENE CLOSURE ~ '" 1 1/2- CORRUGATED - ::-----.. ~ ALUMINUM SIDING OVER 5/8- rI 00. GRD. SHEATHING ON / 1 1/2- FURRING CHANNEL TYPICAl.. SECOON 0 REAR OF PARAPET . .:':'. -..:.~ - EXTERIOR SHEATHING ~~ ~~".,::, OR MASONRY ~~ .~ - METAl LATH , ,'. ,. ..'l i 1 /2" t c:: ::::I ----> It ~ ........... "., ~ ~~~ ~~ fRY REGLET.-/ l 7/8" 7/8" l ... . ~ CHANNEL SCREED (PCS-75-SO) BY fRY REGLET BUILDING PAPER CEMENT PLASTER (STUCCO) ACTUAL SIZE ..... .- :":" '....: .~.j .,-. 'C . J . . . ... 00 .. ~ ~~ ~~ ~ 00.. .0. 00 '~'"o :. .0 ... :.... "':'. . .. . :_ .0...., '10 .0. . : 00:" ...... . ..... ... 00 ; ... .' fRY REGLET CHANNEL SCREED SPACING AND PATTERN PER ElEVATIONS, CANOPY REfLECTED CEIUNG PLANS AND DETAILS. DRAWING SHOWS 90" JUNCTION lYPlCAL AT TOWER/CANOPY CEIUNGS. I AffIX CHANNEL TO SHEATHING ., ' BASE WITH 18 SS PAN HEAD, ~, . .,' SCREWS SPACED NO MORE THAN - . " 12- ON CENTER' - ' . , , . - , ' , . ~ ' . rO' ; . I, 143 BUILDING PAPER . '; . .".,' 5/8- EXTERIOR GRADE SHEATHING I', ~,' . ~,' ,'I' '.: ' ON STEEL STUDS AS SPECIfiED ~ ' ' 7/8- CEMENT PLASTER ON METAL DRAWING SHOWING CEIUNG LATH ON #43 BUILDING PAPER CONSTRUCTION (lYPICAL) LOOKING UP " '- 1"'1 ~~, . \11 ~tJlfl' ~ ~Ul'll 'IIllt "14 ;l, ' ~ '/ ) :'" I o CEILING CHANNEL SCREE~2. = "-0. 9-005 PVC - J- BEAD S8ijANT & BACKER ROD 2-x2 1/2- E.l.f.S. SURROUND BAND WRAPPED ---. W/ -DETAIL- GLASS fiBER REINFORCING 24"X24- PINEAPPLE GROVE MEDALLION, RADIAL SUN 24-SM-046, TERRA CLAY ( \ \ 1'1" ~. ( (( f? . o 1 N 6 ( ~ ul .' .:\ ::-. " .. '"' :':. " > '. v" " ..... :'.0. ~; ,. . , ' ..' " ,. '. l' -0- ----J, 2' -0- 1'-0- f~: A, S8ijANT & BACKER ROD PVC -J- BEAD 5/8- CEMENT PLASTER 1 t _0" 1-012 8 MEDALLION DETAIL · RADIAL SUN · 1 1/2- = 1'-0- IIDIWIN -. SlIl r 8" l 1~" " - ~ 4~" J~" 0) ,---------1 I I I t 2" l 4" l 2" t I I I I I I I I I I I I I I I I I I I I L____________________J ------ :: 0) TOP OF BOOT N ~ j ;DRIP ~E j BOTTOM OF BOOT I 3/4" i t ~~ rSl J ' 1/4" \ ,. J 7/S" t (REQUIRED SEALANT).J ACTUAL SIZE NEOPRENE BACKER ROD & CAULKING ., 5/8" ., " 'I 'I AffIX SCREED TO CMU WITH TAPCON SCREWS SPACED NO MORE THAN 12- ON CENTER 00 00 00..- .:.. I ! . "'.. <1 d , I I. <1 CMU I : '. . .... . '.1 4 <1 4 ;.:' ~.- ~fRY REGLET 2-PIECE CONTROL ~'7 SCREED (PCS-75-50 2-PC) SPACING ~ .,.<. AND PATTERN PER ElEVATIONS AND ~ :<.'; DETAILS. DRAWING SHOWS 90" :II ...,>1 JUNCTION, lYPlCAL AT MASONRY , , --' r EXPANSION JOINTS. (SEALANT . REQUIRED) ~ ........... "., PRIOR TO ATTACHMENT, PLACE SEALANT IN THE MOVEMENT GROOVE ALONG THE BACK Of THE MOLDING. \ EXPANSION 00 I " . JOINT ~ Jh Ii . .1 " . <1 1 I' <1 . " CMu I ! . . . <1 ~ I ". :" ,--'l- . '.. I .'. J:",:,'::::.:. . ... '0" '4 . .... 00. ...... . . . .'0 :....:. ". 0.' ..... 5/8- CEMENT PLASTER (STUCCO) METAL LATH (PART Of REGLET) I 7 ". . '.' .. ' : TO BE USED AT MASONRY EXP. JOINTS ONLY "NOTE: CONTRACTOR TO COORDINATE WITH VERTICAL CMU EXPANSION JOINTS c!c HORIZONTAL ARCHITECTURAL REVEALS. 02-PlECE CONTROL SCREE~. = 1t-O" 9~ DRAIN STRAINER ClAMPING RING 30- SQUARE MINIMUM, 2 1/2 LB. TO 4 LB. LEAD OR 16 OZ. COPPER FLASHING SET ON fiNISHED ROOf IN ROOf CEMENT, PRIME TOP SURfACE BEfORE STRIPPING MULTIPLE-PLY BUILT-UP ROOf MEMBRANE ~-PlY MEIIBRANE STRIPPING PI.IES - 1.[[ I ! ]I t.! LI LI [J I I; i ' : \: : : . . : : ::: IIII I \ lilllll!] Ir" ~~I'I ' i ili I ,I I! I ~ Illili I /1/, II /11 I I /I//! II ! I III I IA / ! III !J I ""~IIIl '. /~, i II [ II I I ] I II I i / ~ V \ ~ / I ' TAPERED INSULATION -1 AI. J I \. MEMBRANE fiELD PUES, METAL J ~'.. ,u'm~( . 'I '] FLASHING AND STRIPPING PUES ALL ' L ROOf DECK DRAIN' L-- THERMAL INSULATION BOWL o ROOF DRAIN DETAILS NJ.S. 7-005 GLASS MIRROR W/ STAINLESS STEEL fRAME PAPER TOWEL DISPENSER GRAB BARS l' -0"// 3'-6" ~C I ~~ ,~ ,... = = [J/ J '" 3' -0" r .a. . = -\ 11 (C~ ~ . o I "., r z Z~mm i ~ -:.,.~~, lJ-, ,-, , , It I I . m}...' ~,~ N ....., I"" J\ 9- CLEAR) 1'-6" It o \ J ~ ( - .-4 .... 3'-0- - I VINYL BASE---1 TOILET TISSUE DISPENSER 1) flOOR MOUNTED TOILET TO BE 17- -19- A.f.f. PER fACBC 11-4.16.3. 2) CONTROLS fOR flUSH VM..VES SIWl BE MOUNTED ON THE WIDE SIDE Of THE TOILET AREA PER fACBC 11-4.16.5. 3) GRAB BARS TO COMPLY WITH 11-4.2.6 AND fiG. 29 Of fACBC. 4) TOILET ROOM DOOR OPENING WIDTH TO BE 36 INCHES (32- MIN. CLEAR OPENING). 5) PIPES AND VALVES UNDER SINK TO BE INSULATED WITH 1/2- ARMSTRONG -ARMAflEX- INSULATION PER fACBC 11-4.19.4 @ TYPICAL MOUNTING HEIG~I~ "-0. 1-001 _" ~'~:" ...>~. :.~. -- EXTERIOR SHEATHING *" ~~ ....: .,f' ~~ .,.~oi?~, . .~ I r--<~ .~~ METAl LATH FRY REGLET ~ t ::::::I ---->" ~ ~ ~~ I'--:~ ~ :: ~ ........ /'0 :'_ ........ .0. . CHANNEL SCREED J (PCS-75-75) BY fRY REGLET BUILDING PAPER 7/8- CEMENT PLASTER (STUCCO) ~" ~.. ACTUAL SIZE 7/8- CEMENT PLASTER ON METAL LATH ON #43 BUILDING PAPER ~ ~~ '" ,"_ :'.:-. .:,:' ;,:.1 r. " . I . , . 00' ." o. .' .00 "0. '-.. 00,: , . . . :..... ....;,........ ~ '.: 00 ....: . . ..... .... 00 ; -0. '., fRY REGLET CHANNEL SCREED II (PCS-75-75) SPACING AND .~ PATTERN PER ELEVATIONS AND DETAILS. DRAWING SHOWS 90" t, . JUNCTION, TYPICAL fOR VERTICAL ~ < & HORIZONTAL APPUCATlON AT:~ EXTERIOR WALLS. ~ 5/8- EXTERIOR GRADE SHEATHING ~.,' ON STEEL STUDS AS SPECIfiED . 143 BUILDING PAPER AffIX CHANNEL TO SHEATHING BASE WITH 18 SS PAN HEAD SCREWS SPACED NO MORE THAN 12- ON CENTER ~~ W"' ~~ , 1 ! I DRAWING SHOWING WALL CONSTRUCTION (TYPICAL) o CHANNEL SCREED DET AIL '2. = 1'-0" 9~ - COVER BOARD INSULATION 30- SQUARE MINIMUM, 2 1/2 LB. TO 4 LB. LEAD OR 16 OZ. COPPER FLASHING SET ON fiNISHED ROOf IN ROOf CEMENT, PRIME TOP SURfACE BEFORE STRIPPING MULTIPLE-PLY MEMBRANE STRIPPING PUES \ DRAIN STRAINER --THERMAL INSULATION ~~ , ':1"10J. ~~~7~ ,~ ./ ./ ./ ./ ./. ../, ./ ./ ./ ../ ..... .l ~~~ ~ ~,,~ ~ ~/, , .. I] ~1trrf / ~ ..... ./ t'il "" TAPERED INSULATION ClAMPING RING DECK ClAMP DRAIN BOWL MEMBRANE fiELD PUES, METAL FLASHING, AND STRIPPING PUES ALL EXTEND UNDER ClAMPING RING / ~ //;:~ . ROOf CEMENT MULTIPLE-PLY BUILT-UP ROOf MEMBRANE ..-48- X 56- CLEAR flOOR SPACE AT TOILET , I .lL-____ 36- . GRAB BAR (BOBRICK B6806X36) fiRE EXTINGUISHER PER NfPA 101 18- X 36- GLASS MIRROR W/ STAINLESS STL fRAME (BOB RICK B165-1836) .... r- . ~ I ~/ rr / /' =-- 48"- , nJ 19j j ICJI.~J~ - \JJ~" ::~ l _____":::l ,__.J . -~ ii, ,.., , ~ ~{: jO-'~3- ) K ! -6,48- ~ i(?i ~ \ ,. ~7~ U', .1 ~~ - (,,) 3:/ NOTE: DIMENSIONS AND LAYOUT ARE MINIMUM. SEE PLAN fOR LAYOUT SPECIfiC DETAILS. WALL fURRED OUT W / 25 GA. - 2 1/2- STL STUD FOR WATER SHUT OFF VALVE IN HAND ACCESS PANEL (MlfAB UA 6-x6") SURfACE MOUNTED PAPER TOWEL DISPENSER (BOBRICK B2621) ~~ . --I (0(,,) 30- X 48- CLEAR flOOR SPACE AT SINK ---' ,-- I .J { '1. . , ,.., "- 6'-lUlr "'- CLEAR 42- GRAB BAR (lYP) (BOBRICK B60806X42) AND SURfACE MOUNTED SINGLE ROLL TOILET TISSUE DISPENSER (BOBRICK B273) (BELOW 42- GRAB BAR) @HANDICAP TOILET ROOM 1~!.:~:~. 1-003 ~ ... ,,.,!C~~5Q oi =<~ -I i~ i~il~~ 1~2 ~m> ~-i ~ ~ JO ~ ltJ si i13" ~Lo.IL..i ~i~~d ~;~ I~~~~~ ~>~ :~~ii: ~ii i~~ ~~ :i~ ~!:i:~. ~~~ ~i'ji~~~~ ~~~ ~~5Qi'jii~ e~~ i::~i I ~i i ~. - 1- ; (j ~ Z ~ -.. ~ R CJ) w ~ ~ ; m 8 ~ f2~ I m ~~~ifi! ~ i~~~~ <C -- ~ I 'R __ ~ r4 - - :JI I I a: W I- Z W (.) ....Q -z Ce I- Z e Wo Q a:~ ~ Z a: 0 O~I-~ CI) :z: w -- _ .Wa: C1)~t:e~ ..J C II. e <(...oa:_ 1-.... · W a: . ule W I- iii ::) ~ C II. Z I- (.) 1- RELEASED FOR: BID PERMIT CONSTR. 1- REVISIONS: - WILLIAM JOE FISHER ARCH ITECT 0010829 ~ A6.4 f- I V ~ Issue Date: 5-06-04 v >J Proiect No.: 24025 FABRIC AWNING BELOW 4 - OVERFLOW lEADERS MANIFOLDED 4- lEADERS MANIFOLDED.., a 7r INTO 6- DOWNSPOUT, DISCHARGE INTO 6- DOWNSPOUT, TIE : OUT BASE OF COLUMN AT TOP OF INTO STORM. SEE CML ~ SIDEWALK DWGS.!J . IJ II II ~-w -~I- Ur -Ii II" "~I' U U u ;( U U lJ lJ 1(11 I1W - '11 II 'il'!M1'11'11' II II JII II k 'u u U ~ W w LI LI LI ,,_LI LI LI il LI If U II II II j[" , , , ~I .'- -- I I'--::u.. - PARAPET t -:7/ ~ -:;:;- ~I "I~ I ~ ~&-~ -? ~ I g-:7 -:;:;- ~ " -:7" ,&-:;:;- ~ " II -:7 -:;:;-~ ~ -:7 -:7 ,& -:;:;- ~ EMH ~ENCY ~ ~ 1/ : I ~. .&- :?' OVE FLOW ., ~ -:;:;- ...... ROOF DRAINS ROOF DRAIN TYPICAL I @-- ~ I @--- I I - I I W I-..f-- @-- (I' if'- I I j j j I 1 , I 1 H; 1 .m ~~*~. 1'1.." CD :g ~ <( <Xl N a; 0 ci ~ 0 0 N iO ;;:: ~ '0 Z ~ ll. U. 0 0 a: ci ~ '" Ol c '3' l!! 0 C l!! :; () u; Ol c 3' 1II 0 -c: III C ~ S III a: c g E 1II :I: u: '" N 0 ~ S:! '" 1:) III '0 a:: g S:! ~ / III · II ... Ilrl Ilrl · II - - II .d @- I@im q:<~~12\----~rv SLOPE I L 1/2:12 IUl.tl SlOPE . ~ I ~IT , tM .-:;;- 4- X 4- (Um:R WITH '~j f 3 1/2- X 311/2- ~j~ OWNSPOl~~IIN R j CONCR SP H j BL; K ON OOF : BE~ W i I : ~ II II II II II --- II II - J '- If--~" ..j - ,.H.. U .1-- t) !I i1 I 1 i: T'i j;;; i PARAPET ,-.1......, f- -f ...:t ~n _ II , l~ n 11 n n n n n [] "t: 111111" i!"":1 "n t: n t: 1("""":111 11 " "l /I' /I I I I @ I I I @ I AI 11/ - - 2'-6- W. X 3'-6- H. ROOF ACCESS DOOR IN PARAPET 4 - OVERFLOW lEADERS MANIFOLDED INTO 6- DOWNSPOUT, DISCHARGE OUT BASE OF COLUMN AT TOP OF SIDEWALK ARE RISER a ELEC METER AREA LllllJ II II llllll II l~. I LlLILIUII II LI LI LI r fll..d'=l " . : t PARAP~~~~9'~~ 9' ~1- ~-:7 .& -:7 ~ ~ , ~ 7. -:7 EMER" NCY ~~ h,-:7 \\:l ., '7.0 OVERIIL-OW !7 ROOF [RAINS · ,~t~tl III .. - @- ):l'7 - - 1/2:12 SlOPE CRlCKIT f @- ~ -"~1~~11--- SlOPE . CRlCKIT I I, I I , +- - ~ "1'[" 1'[" 'If 'If n n H 11 11 11 11 n n n n n f1 I I If I< H 1'l /I nnn n nnn II I I I I II I Q @ r--- lrV 4- lEADERS MANIFOLDED II INTO 6- DOWNSPOUT, TIE II INTO STORM. SEE CML I DWGS. II ARCHED PARAPET l'rv 4- LEADERS MANIFOLDED :11 INTO 6- DOWNSPOUT, TIE I INTO STORt.A. SEE CML /I DWGS. 4- OVERFLOW lEADERS MANIFOLDED \ INTO 6- DOWNSPOUT, DISCHARGE OUT BASE OF COLUMN AT TOP OF SIDEWALK [lUU LlLIU 1111'11 1\ UU "U U"UU"U U"~III', ~~ II LJ LJ U II II II II II LJ II I U II II II 1\ II II II II II ~ 111111 111.11 II LJ LJ U II II "l::r~ II II 11 t -f'-f'-' II :::,...,-..:::, ::::::-.~ II ~~ -f' II ,&~'.:::::::- I' ~ -f' ,&~:?'..::::::.::-.;;::: I ~ -f' : ~:?' ~ ~ -f' ~~ I ~~.:::::::-:::,...,~ /~-f' ~~ II EMER ENCY I -..:::~ 4ilV ~ . OVE~ FLOW ..... ~ ~ ~ ~ ~ I ~ ROOF )RAlNS 11 ~ .'1!!f? .. H' II II "u .. ,rr ...., , II I II ,I ! I -- II I @- ~I @- ,~ ii t m ~ :!! - --{ ij~ r~ 4- X 4 -llbUTTER WITH - ./ .1~ 3 1/2- 3 1/2- 1 DOW UT IN REAR TO ONI RETE SPlASH ! B K(~ROOF i LOW III f II I III j ~I! PARAPET j 1 I. ;-: - ! r ll~~ \t I I ~ I I ",,\ "V II N'I'I · II II II II @ im !I! ~I~ 11 ~ "-112:12- f4I ~~ ili Cl~IT II III II , Ill' II III II III II: II I rJl-l n n n n I I I It n n n I n n n It... -r.. - ....- - Il- l'! 11 l'! l'! 'Ir 11 l' l'f l1i!lflflf fI1f HHI1 II I<lfH 1 I /I l'f /I /I 11l1lflfl< rIM' l'fl'f1'llflflf I ~..I I I I I I I I I I I @ ~ I I I @ PARAPET I I : I I II II ! I SLOPE = 2.5: ,I (1/4- PER FOOT II lYPICAL .. ,"11 III .. il oW \\\ I, II ___ i m ~__~ ___~. :1:.__~7 ~_ -st~ itli' ~ ~ - ~~ I' CRlCKIT I :RICKIT ( IT: : II I I II III I ! :1: :: III : III II 111 !I! f ,1 I r PARAPET II "' ARCHED PARAPET ll.,~T~~~~T 1f If If 'tf If 11 Ii nnnn "':""...:h I!llm II 'I I I I I I @ I I I I I I o ROOF DRAINAGE DATA SIZING OF GUTIER (8x8 GUTTER) ALLOWABLE AREA PER TABLE 46-0 = 13,760 SQ. FT. 13,760 +65' (TRIBUTARY DEPTH) = 211.69' THEREFOR THE MAXIMUM SPACING OF lEADERS FOR A 8-x8- GUTIER WITH A TRIBUTARY DEPTH OF 65' IS 211.69' lEADERS ARE SPACED 0 20'-0- MAX. THEREFOR DESIGN IS OK. SIZING OF LEADER (6x6 lEADER) ALLOWABLE AREA PER TABLE 46-0 = 8,800 SQ. FT. 8,800 + 65' (TRIBUTARY DEPTH) = 135.38' THEREFOR THE MAXIMUM SPACING OF 6-x6- lEADERS ARE 135.38' 6-x6- lEADERS HAVE BEEN PLACED 0 20'-0- MAX. SPACING, THEREFOR THE DESIGN IS OK. SLOPED ROOF AREA SIZING OF lEADERS (4- lEADER) ALLOWABLE AREA PER TABLE 46-0 = 3,080 3,080 + 10' (TRIBUTARY DEPTH) = 308' THEREFOR THE MAXIMUM SPACING OF 4- lEADERS ARE 308'. 4- lEADERS HAVE BEEN PLACED AT A MAXIMUM OF 40'-0- O.C. THEREFOR THE DESIGN IS OK. ROOF DRAINAGE DA T A l-G12 lJ LJ lJ LJIU1U.U. Illl Il LI j{ PARAPET -~~ I I i rl ~ ~. I > I I I I ----0 Lt!~ fi..- J , CD ... .- -. - --- -, ._,,~ ,,-:_0 L_. @CD ROOF PLAN 3/32- = 1'-0- saj~~~ !~II~~ zm:>-, !-1 ~ IQ ,41 8~ ~[a- E!~~~~~ 115~15~~ ~Iii~: ;!~i~! . ~~~~!~~ j:j:sa~~i~ :s :;) c:s ~I U ~LI.I~ LI.Ij:~ j:i~ ii~ :z~ :s~~ ;i~ ~ ~ ~~! ~~I ~I i ~ (j ~ ~ ~ CJj ~ ~ ~ ; m g ~ ~~ ! ~ ~~~ftli! 6 ; ~~ ~ ! ~ I .. ~.~ a: .. - LU ..... :.I.. ...... I (f) - u.. II: W I- Z W o ....0 -z Cc I- z C Wo 0 II: !! a: Z a: 0 a: ... ZOCI-II. <C CI) :z: 11:I 1ft ..J - ...: a: ffi D.. ~ II. I- I- II.CI)C IL~Oa:. o .wa: o...:~I~ a: IL Z I- (.) RELEASED FOR: BID PERMIT CONSTR. REVISIONS: WILLIAM JOE FISHER ARCH ITECT 0010829 '0 o " f- I v A10.1 ~ Issue Date: 5-06-04 v Q Pro.ect No.: 24025 9.19"113 "';~8"i!9" 1!.5'" l3'~:tl5';"-118;9]8"'6,;6 "4~2"'~4,~"'1t~'l!]~' ';,~6 "'0.'5 '~~3 " .. :'" "~"~1"1'::"'- ___ '~-';". '";,,_. 'j' :.', ,", , .. , I I I I I . I I I "'11_ I I I I I 13' 1~.1 20,8 ~6 17.3 15,1 13.6 r!!7 10.4 8,29 4.76 4.OJ 2.78 1.64 1.06 0.74 0,80 . W W I~ 1~8 Ow 1t.7 1~3 9~ IJ.I 8!2 Its 1/ '. 8.4t IJ,j 0 W 8i 1l.7 '.~ 7t~ 1~4 I 1.08 I 1.33 I 1.12 I 0,89 I 0,97 I 1.42 I 8,65 ill 1~.1 7,~O Ii' I I 7,59 10.1 6,48 7.~, 8~1 7,~9 7.~ 1~,t 8,~3 "~,, I ~ ~ 7;89 1~,1 J.J J lOW Ir.5 11.9 I 2.18 I 3.25 I 4,01 I 6,52 I 8,02 I 11.2 Y{JI . 14.1 I I 10,2 11.9 I I 10.3 10.1 I.. I I f~ 10.5 12.4 ' ". ;1 1!.2 Ir2D W ';"J If ' 10.7 10.3 · B.t9 7,~4 ~ 7~1 S,~4 t ~ 6.~2 ~. f I ~'al50 5.79 , f I I .~ 8.13 7.50 ':.:}' ':. I I ?; 9.48 9,52 :; Ir3 lr.llw1 . Y{] It7 1~8 . 9.~9 7~7 8h I 7.31 I 9,86 I 10.6 W1lI~4 ., I I :, 12,8 14.3 I I 11,8 14,0 I I {' 12,5 10,0 .. I I .~ 9.97 8.30 I I 9,66 13.1 I I 9,59 11.2 '. I I ; 14.3 11.3 I I 10.7 14,6 1~9 li2 w1J J IbJ,6 1!6 11.3 11.1 Y{J: 18.2 I I . 16,5 15,6 .' 1~6 1:.~W1 'u:h 1!2 " ~ I~O d.1 ~. t!6 1~5 ." lOW : ItB 13.8 . I I !; 14.1 13.9 ;: I~,O Ir3 I I 12.3 15.7 I I 11.4 14.4 . 1 I .' 11.1 12.9 :.; I lOW .:12.5 11.9 1 I 11.9 13.3 Y{JI 14,9 1 I '~'11.3 10.3 ~.t7 8,~9 .' ID,~5 6,~8 ~: ./ I I ~.81 6.4 7 ~. I ~.t6 7.7 4 ;j;dJ 8,~5 ).!.5 Ow '1~.1 , I 12.4 I 10.6 I 8,65 I 5.12 I 4.36 I 3.13 I 2,08 I 1.48 I 1.00 I 0.74 .c c: lU CI> '" ~ <( ... M ~ H.1 cl7 & 1 0\ W I ~7 0 0 ~ J I 1 J J J J I I I I I I I I I V,8 20.4 21.5 1/,0 IJ.O 13.3 bO 10.7 8.33 4,85 4.11 2,90 1.76 1.09 0.63 0.48 01 I I I r. I I I I I I I ~ I l ;"1) ,.,J~5, 15.9.1p 12.tr. I .0"t.19~,.";.i2~.9,7o,~,6,65 :.4.46",!;~M~""~?~.,,.,~ 0...J.32.J. 7 ':'''''~'".'','',~;':''','' I 0,62 ~ .. 8 N in ;::: cj 3: o 0:: w '" l 8 E e :;, '" '0 lU o C :l o o u; Cl c: .~ ~ ~ CI> C ~ S CI> ~ 'E lU I u: on N a .. ~ .. U CI> 'e- o. .. a a ~ 0.: / , ",,':,1';>0\". ~",'"I:P'f.r'l,~' ,.-.,,,, ~, .~,.;\!..;o.^ ,-''':''J'~-:'".,-" ',' . c'. "".",."...,,1.f"":' ":t'.". ,',' f" ", . 1.64 1.13 0,82 o D1A t t t 3.21 2,06 1.27 PHOTOMETRIC SITE SUMMARY +P~ CALCLLATIONS AVERAGE I MAXIMUM I MINIMUM I AVERAGE / MINIMUM I MAXIMUM / MINIMUM ( +4.50 ) ( + 42.40 ) ( +0.80 ) ( +5.80 )( +55.40 ) *SDE WALK CALCLLA TIONS AVERAGE I MAXIMUM I MINIMUM I AVERAGE / MINIMUM I MAXIMUM / MINIMUM ( · 9.80 )( · 21. 60 ) ( · 0.50 ) ( · 20.04 )( · 44.90 ) #OFF RPOPERTY CALCLLA TIONS AVERAGE I MAXIMUM I MINIMUM I AVERAGE / MINIMUM I MAXIMUM / MINIMUM ( II 0.20 ) ( 111.20 ) ( II 0.00 )( II 35.80 ) ( 11214.90 ) t .. t t .. 4,90 7,41 8.26 127 4.88 t t 2,95 1.81 .. .. t t t 4.34 5,69 6,53 5,64 4.36 t t 3.51 2,21 .. .. t .. t 3.34 3.78 4.18 3.83 3.4 7 t t (,66 1. 79 + + + + + + + + + + 2,07 2,09 2..f22 2.36 2,58 2.44 2.39 1.97 1.53 + + ,+ + + + '+""""'" .. + + + + + + 1.35 L25 1.33 1.38 1.29 1.20 1.32 1.44 1.71 1.86 1.85 1.71 1.62 1.37 + /1'1 l,to '+oa + + .. + + + + + + + 1.48 ~ f {o 1.02 1.05 U5 1.37 1.57 1.77 1.74 1.72 1.65 1.46 ++ ...t .t + + .. + .. + + + + + 1.91 . fi4~.;'~" ~03 1.12 1.37 1.47 1.80 2,08 2,21 2.16 2.14 2,04 1.97 2,12' ~\l.b: ;'h~9 1.3' 1.81 2.44 2.76 Jio 319 2.99 3.06 107 2,85 3.32 Le~ ~,~4: Lh 1.59 2,b 3.26 4~3 4.32 ++ + .. + + t t 3,~ .' a16 1.47, 1.31 1.51 2.30 3.45 4.67 . :' 't + + t .. + + + + . ; 1:37 1.41 2,00 3.02 4.61 6.16 5,93 8,02 11.4 + .. + + t + + + t +~ 1.6.5 1.22. 1.1(): 1.43 2,08 3.56 4.95 fi.12... .9.lll 12.6.+ D2A + ,+ + t + 1 + t t + 2.7~ J.S;3. 1J9: 1.11 1.47 2.3 3.63 5,08 6.34 9.28 12,9 3.23 'e~;~ l.t~ 1.6tt 221 3.32 5110 6.~5 ~~ 7 !t,~5 1~:1 3.39 ~2e '.1.~9' 211 2,85 410 551 6,60, 6.78 7,36 9,25 3.~5 2,~ ;2~5 2,44 3.31 4,49 5,58 6j4 6,~7 6~1 7Th 3.06 1.9L~: I.t6: 2.52' 3.37 4,75 5,38 6.08 5,97 5.75 5.97 ') '.1 THE PHOTOMETRIC LEVELS INDICATED ON THIS PLAN WERE DERIVED USING MANUFACTURER PROVIDED IES FILES WITH FIXTURES LOCATED AS INDICATED AT THE HEIGHT INDICATED USING A 0.72 MAINTENANCE FACTOR AND PUBLISHED LAMP LUMEN DATA. COLWILL ENGINEERING CONSULTING ENGINEERS, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF THE IES FILES. t + t + + + t .. +t ~. 3.26 2.17 2,04 2.43 3.32 4,52 5.61 6.17 6,30 6.45 7.18' 316 ,~ I.h 2,06 2,85 411 5.57 &65 6.84 7.62 9.39 + .. t + + t + + + + 1.76 1.40 1.55 2.22 3.37 5.08 6.73 6.55 8.79 12,5 t + t + + .. + + +Q !.D8' 1.12 1.52 2,21 3.74 4.98 6:J7 9.48 1:1 0 D2A s:~' '2'11 '1.~(j lle:-"rh 1.52 2.b 3.76 5,20 6.44 9,26 12,9 4:n 2:63 t6t';1.~8 1.50 216 3.2~~ 6,h. 6.23 8;~7 H~9 t + t t + t t t + + + t S,rO 2.76 1.84 I.~O 1.77 2,56 3.77 5.03 5.94 6.13 6.75 8.~O t + t' 'L + t t + t L + t 5.12 2.63 1.66 1.4tl 1.89 2,65 3.77 4,56 4.89 'j,IN 5,46 6.43 :., j! .' GENERAL NOTES: 1. THE ADDITION OF AN INTERNAL HOUSE SIDE SHIELD FOR THE POLE LOCATED ON THE FAR EAST PROPERTY SHALL NOT PRODUCE MORE THAN A DIFFUSE SHADOW BEYOND THE PROPERTY LINE. 2. ALL POLE LOCATIONS SHALL SUPERCEDE ANY TREE CONFLICTS. :~ + t + + t + + t ~> 5,88 3.20 2,02 J.&3 1.89 2.40 3.10 3.48~, , .,~, + t + ~ + t t t~ 7,02 3.58 2,23 1J7 1.84 2.18 2.34 2,83 ~It' 1: 7 ~. C C t t t t t t t t . + + + + ~' 'n tn + t + + ++ ... .. + t + + t t + + + + t t + + + + t + 7,23 4,21 2.61 2,02 2.15 2,25 2.39.2.72:f 01 3.42 4.44 7.40 13.8 23:5~7 32t"" 24.9 14.9 7,61 4.54 3.90 4,04 3,88 3.92 4.44 4.47 3.80 3.53 3.66 2.88 2,26 1.80 1.73 1.95 2.52 3.25 3.64 3.32 3.88 4.37 3.84 3.26 8,61 5,05 3.59 f.~3. 2,86 3]0 3.~~f1~6 Isl 3~1 5,29 8,68 t7.0 30.4 4aa 42,4 3t? nt.4 tt,;S t1c' .d~ P4:lc ~m~:1r"~ ],ttc 5,h 4,7S 4,29 j,~ 2,~ 1.97 1.88 2,06 2,61 3,63 4,;2 4,82 5,94 7]0 5.89 4,76 4,43 3.46 8.87 5.66 4M4t~ 415 4,07 416 4,57 ;t3 5,07 621 9.45 I h 29,2 ~2 38~ 29.4 17.2 81~ 4.79 4,58 5.32 5,53 6.96 9,37 9,63 712 5,37 4,61 3.78 2:-71 2,03 1.90 2.25 318 4,31 4.91 5,96 810 9,85 8,04 5~1 4,84 416 2,88 !>":!: + + t. it<.. . + + +;,,~ + .. + .. + .. + .. + + ... t t .. .. + + + + .. + +.... ,L .+ + t + .. t ~ + .. + .. + + 8.+85 5.:7 4,+8~ ./.~.6,. 5.+30~~:+44 5.724.80 )154 6.95 7,26 9,92 15,9 25.1 32.1 32,4 24.5 14.3 1,61 4.18 4J7 '.e7 .6.1U. 8.48 11.5Qtf2~.75 6.13 4,48 3.50 2;39 1.6' ~ (,96"." 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J,W 300 3,154.33 6,53 7.48 9,59 ~7 :0 8.01 5,69 4.75 2,87 2.10 1.~4 1.79 2,01 2,84 '3,84 4.68 536 7.0~ 8.92 8.05 6.00 3.31 2.23 1.73 1. l 1.72 214 3.20 4.33 5.00 6.00 8,(1): 9,46 7.7" 5,88 3.48 2,54 2,26 2.24 2.34 3.55 5.17 6,23 6,49 3.29 2,84 321 4.86 7.48'9,25 10.1 12,8;~ 7,95 5.87 s.ro lit 2j 7 l.~ l,h 1.91 a.4 1 ~93 tSsrJs. 8.8t l~t llb 7,26 108 2~5 1.60 1.52 1.57 .1.~2 2,86 .19'.518 < 7l9:, .il t .~~ 9.$ 6.87 319 2,42 2,a; 2,29 2,36 2,95 3.64 4,33 4.42 t + + + + + + + 'ilt- D2B 02B + + + + .. + + f ~. r 2,93 3.2U4,07 6,068.71 9.31 10,6 12.3 i(,.6 ; ,> 4.12 2.82 2.18 2.13 2.39 2.72 2.88 3.37 3.32 3.02 ,~; + + t + + + + +jit + + + + + + t t + f t t ,t + t + t t t t + + + + t .. +. + .. fL.f + + + + + + + + + + + + + 2,61 3.09 4,50 6,23 8.32 9.45 9,91 10.3 il'.2 8.58 7.05 6,56 5.76 4.57 3.42 2,49 2.12 2,05 2,65 3.88 4.79 6;49 9,11 11.5 10,5 7.41 5.30 4.39 2,93 1.92 1.50 1.43 1.49 1.85 2,82 4,245,0,9 6,93 9.1& 11.5 9.36 6.71 5,07 4,24 2,99 2.24 2,~ 2,53 2,93 2,83 3.04 3.26 2,61 5,63 7,04 7,72 7,941.'~ 6,71" 6'1 "~:\6 s1n 4h 321'2,46 2]22]-, 2,~ 3.98 4,7a 5.43' 7.~ 9.32 g,2g 6]0 4,~ 4:38 3~2,~ d6 1.51 1.55 1.95 2,98 4]t 4,1, 5,12 7,m 9,~'7:39 5,46 4,hT 4,~3.o,' 2,25 '112.64 2,85 2.il 214 2,35 t.72 .,' - t' . . + t + t fi.'i<~ t + t t t t + + t t + + + + + + t t .. + + + t + + t + + + + + .. + + + t .. +, t + + + + + 4,24 5.43 6,63 7,51 7,29101 5.83 4,99 4.47 3.62 3.13 2.48 2.12 1.87 1.91 2.43 3.28 4,28 4.61 5.23 6,50 5,93 4.68 4,42 3.68 2.63 1.86 1.46 1.45 1.43 1.76 2.46 3.44 4.24 4.42 5.40 6,26 5.16 4.42 4,28 3.44 2,sa 2.05 2.08 2.15 ~77 1.51 1.36 1.40 1.00 ...~? 3,22 4,74 6.51 8.56 9,O~ 01 B 2.b6 1.99 Lb8 1.61 1.57 t.75 2.35 1.98 3.55 324 319 4]~ 3.71 313 3.37 124 2,53 1.28 d5 1.~4 2,43 317 3.28 3.0~, 3.07 3.13l~4 3.09 3.46' 3.25 ~4 2.03 d6 1.44 2,72 4,30 6jl 8,59 9,38 2111 1.4~ 1.21 t.!5 1.31 1.61 2,~2 3~1 2,lii 2.65 2,22 2,27 2,24 2,39 2,72 2,95 d5 1.19 ~30 1.69 2,66 2,88 2~1 .~,44 210 2.15 2.12 2,5:V 2,68 3]1 2.h 1.95 1.3a + + t + + t + + .. t .. + + t + t + L .. t t + .. + + + t 1, t t + + + + .. t + 2.32 3.39 4.76 6.15 6,21 2.:34 1.63- 1.20 0,97 .C:'i2 1.07 1.56 1.95 2.0~' 2,00 1.89 1.73 1.03 I.~ 1.82 1.93 1.27 lJt 1.22 1.67 1.94 1.87 1'.% 1.76 1.98 1.55 1.67 1.80 1.93 1.97 2,04 1.69 2,31 317 4,06 4,32 4,25 1.% d4 1.00 ~3 0.76 0,,96 I.t8 1.20 (~2 1.25 ~~ L34 1.230' 1.30 1.36 1.34 1.1<1 1.02 1.15 1.27 I.h Lb ds 1.2<1'1.~5 l16, (,27 1.31 1.22 1.21 1.20 '~,~~u;;",! ~'1Wi~~~ .,..1:',.J,~,'1"""'''''~''''''''' + + t 1.43 2.24 3.21 4,24 4,27 3.35 2,65 'j.;;.~l".: :~) .'.~3",~,:,','.K"t!':'l1:'i'9.t~,,it.J""''''''~ ~".:'h .'I;'tt.v,; \~~\l.,;:..r':}l'.I.~'~".\,;"",r'",'{ ;::-,:.; t.~ ~;~~,,'.';ilF.~~~..). 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REVISIONS: o EP1 ~ >- I ~ ~ Issue Dote: 5-06-04 v o Pro'eel No.: XXXX HEIGHT VARIES SEE FIXTURE SCHEDULE DECORATWE BASE COVER FINISH GRADE z ~ 0" Oz 00:: zL5 <m ~o ::t- ...J a 0 ocn .1 0 lX)~ I II lill LJ II " SEE PLANS FOR BRANCH WIRING 2' -0" DIA. CONCRETE BASE SCAL E: NONE NOTES 0 1. LUMINAIRE, TYPE AND VOLTAGE AS NOTED IN FIXTURE SCHEDULE. 2. FACTORY FINISHED POLE, SEE FIXTURE SCHEDULE. PROVIDE DECORATIVE POLE BASE. COORDINATE WITH ARCHITECT. 3. HANDHOLE; SEE SCHEDULE. CONTRACTOR IS TO FURNISH AND INSTALL IN-LINE BUSSMAN TYPE HEB WEATHERPROOF FUSE HOLDERS WITH FNM/FNQ FUSES. FUSE EACH LUMINAIRE SEPARATELY. FUSE AT 125% OF OPERATING OR START-UP CURRENT, WHICHEVER IS GREATER. 4. ANCHOR BOLTS FURNISHED AND SIZED TO MEET WIND LOAD CONDITIONS BY POLE MANUFACTURER. 5. #4 BARE GROUND WIRE. 6. CADWELD CONNECTION. 7. 3/4" X 10' COPPER GROUND ROD. 8. CARLON SCHEDULE 40 PVC CONDUIT. 3/4" MINIMUM. 9. GALVANIZED STEEL TO PVC ADAPTER. 10. 4 #8 VERTICAL REINFORCING BARS. 11. GALVANIZED RIGID CONDUIT ELL. 12. 4" X 6" GASKETED HANDHOLE. 13. CONNECT TO GROUND LUG IN POLE. 14. 1" X 45 DEGREE CHAMFER. NOTE THAT CONTRACTOR IS TO PROVIDE GROUT BETWEEN TOP OF CONCRETE BASE AND BOTTOM OF BASE OF POLE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS TO PRESERVE WIND RATING. 15. ROUND FORMED CONCRETE BASE, 2' - 0" IN DIAMETER. CONCRETE TO BE 4,000 PSI. 16. 3" COVER ON REBAR. 17. ALL CONCRETE WORK AND REINFORCING SHALL BE PERFORMED BY TRADESMEN NORMALLY ENGAGED IN THIS TYPE OF WORK. 18. #3 REINFORCING TIES, 12" ON CENTER. .0 c: .. ., '" :E- ll. N 0 0 N g 0 N ;r; ;;: cj '!: a N ll. W "" ] 8 E e ~ Ul '0 ~ ~ 8 U; C> c: ''i ~ a -c: CD C ~ g ., lr c.. 0 Ul 'E .. :I: ~ '" N 0 ... N U; tl CD '0 c: ... 0 0 ~ Ii / NOTE: EXTERIOR LIGHT POLES A. ALL POLES ARE TO BE PROVIDED WITH HAND HOLES (APPROXIMATELY 4" X 6"). B. PROVIDE ALL HARDWARE NECESSARY TO COMPLETE THE INTENDED INSTALLATION. C. CONTRACTOR IS REQUIRED TO SUBMIT CALCULATIONS FROM THE POLE MANUFACTURER, SEALED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF FLORIDA, TO CERTIFY CONFORMANCE OF EACH POLE WITH INDICATED FIXTURE ASSEMBLY TO MEET THE FOLLOWING STANDARD: A. 130 MPH IN ACCORDANCE WITH CALCULATIONS DICTATED IN THE FLORIDA BUILDING CODE, 1606-1.1 AND ASCE 7-98. D. ALL WIRING ASSOCIATED WITH THE PARKING LOT LIGHTING WILL BE TYPE XLP-USE-RHW2 COPPER CONDUCTORS, LISTED FOR DIRECT BURIAL. E. A HANDHOLE SHALL BE INSTALLED AT EVERY POLE LOCATION WHETHER INDICATED ON THE DRAWINGS OR NOT. THE HANDHOLE SHALL BE SIZED TO CONTAIN ALL FUSE HOLDERS, CONNECTOR KITS AND GROUND ROD. \ \ SITE FIXTURE SCHEDULE SYM. MANUFACTURER C 0 RUUD LIGHTING D1A oQ ARCHITECTURAL AREA LIGHTING D1B oQ ARCHITECTURAL AREA LIGHTING D1C oQ ARCHITECTURAL AREA LIGHTING D1CA oQ ARCHITECTURAL AREA LIGHTING D2A ()o() ARCHITECTURAL AREA LIGHTING D2B ()o() ARCHITECTURAL AREA LIGHTING W D ARCHITECTURAL AREA LIGHTING W1 D ARCHITECTURAL AREA LIGHTING POLE: ARCHITECTURAL AREA LIGHTING CATALOG NUMBER 175\WH MRC0417-120 UCLSRANGH2FLD 250MHXX-SLA4-XX UCLSRANGH3FLD 250MHXX-SLA4-XX UCLSRANGH4FLD 250MHXX-SLA4-XX UCLSRANGH4FLD HHS250MHXX-SLA4-XX (2)UCLSRANGH3FLD 250MHXX-SLA4-2XX (2)UCLSRANGH4FLD 250MHXX-SLA4-2XX UCMSRANGH2FLD 150MHXX-wMA12-XX UCMSRANGH2FLD 150MHXX-wMA12-XX DB105F15-188-XX LAMPS (1) 175 WATT METAL HALIDE (1) 250 WATT METAL HALIDE (1) 250 WATT METAL HALIDE (1) 250 WATT METAL HALIDE (1) 250 WATT METAL HALIDE (2) 250 WATT METAL HALIDE (2) 250 WATT METAL HALIDE (1) 150 WATT METAL HALIDE (1) 150 WATT METAL HALIDE MTG. REMARKS IES FILE RECESSED 12" HID RECESSED CANOPY FIXTURE. 120V. MRC417 POLE TOP 0 15'-6" AF SINGLE 250W HORIZONTAL METAL HALIDE WITH UCLH2 TYPE I I DISTRIBUTION. VERIFY COLOR WITH ARCHITECT. 208V. POLE TOP 0 15'-6" AF SINGLE 250W HORIZONTAL METAL HALIDE WITH UCLH3 TYPE I I I DISTRIBUTION. VERIFY COLOR WITH ARCHITECT. 208V. POlE TOP 0 15'-6" AF SINGLE 250W HORIZONTAL METAL HALIDE WITH UCLH4 TYPE IV DISTRIBUTION. VERIFY COLOR WITH ARCHITECT. 208V. POlE TOP 0 15'-6" AF SINGLE 250W HORIZONTAL METAL HALIDE WITH UCLH4 TYPE IV DISTRIBUTION AND HOUSE SIDE SHIELD. VERIFY COLOR WITH ARCHITECT. 208V. POLE TOP 0 15'-6" AF DOUBLE 250W HORIZONTAL METAL HALIDE UCLH3 WITH TYPE I I I DISTRIBUTION. VERIFY COLOR WITH ARCHITECT. 208V. POLE TOP 0 15'-6" AF DOUBLE 250W HORIZONTAL METAL HALIDE UCLH4 WITH TYPE IV DISTRIBUTION. VERIFY COLOR WITH ARCHITECT. 208V. BUILDING MOUNTED WALL MOUNTED DECORATIVE LUMINAIRE UCMH2 AT 13'-0" A.F.G. WITH TYPE I I DISTRIBUTION. 208V. BUILDING MOUNTED WALL MOUNTED DECORATIVE LUMINAIRE UCMH2 AT 11 '-8" A.F.G. WITH TYPE I I DISTRIBUTION. 208V. ROUND DECORATIVE POLE. VERIFY COLOR WITH ARCHITECT. LLF 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 .: ~-~\ . \ \ , : '. -,'./ saia..J .sa 'i=~j ~~ .. ~~B~~~ ~mimsai ~I~~;~ ~;~bl ~~~;~ ~i3~il!5 =~~~~I~ i~ltflltf Id~ ~ ~' !~~~2~ ~~sa~i~ J I I I I I 2 01 ~- I~ ~a..J~ ~i=F= i~ b~ ~i~ ;I~ ~~~ ~~m ~ (j ~ ~ ~ en ~ ~ ~ ~ ~ g ~~~ ! ~ I ..... .~I":~.. . -- CC II ;I~ UJ ...:' :.... ...... I Cf) - LL II: 1&1 I- Z 1&1 eno W .... Q ...J-Z =>>Ce CI-Z WI&IO ~ :L II: en ii: OZii: 0 enO~""~ cad en :z: I:i -- - -a:D: en II: .... .... w ...J II: ::: en = <:cCOa:- _ w a: .... .ule W I- ui ::::) ~ CILZ....U RELEASED FOR: BID PERMIT CONSTR. REVISIONS: ~ EP2 f- r " ~ Issue Date: 5-06-04 v o Pro'ect No.: XXXX