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Home My WebLink AboutBUILDING SITE PLANSSt. Lucie Boulevard FOUND 3' R 3' CONCRETE - MONUMENT, ON LINE AND E 0,06' (WITNESS CORNER) o�q SPECIFIC PURPOSE SURVEY prepared for Ft. Pierce Speedway to show formboard locations on Subject Property CENTER FOAD o (50' Right -of -Way) S890 48' 29" E 2127. 74' 1,71 666. 31' 666, 31' SET 1/2' IKON ROD � WITH CAP RLS 2391 SEE_ OETA I L I I Parcel 3 0 8.9311 Acres m b m m m m; rr, m rr, � I 56.552f Total Acreage I= C J C O y m PARCEL 1 Ln Q 17.7111 Acres ~ Q 666. 4 F v � o� o Q -+ o 0 v 'I W m r.+ IonM Parcel 4 1/4-1/4 Section Line 795. 10' FOUND 1/2' IRON ROD-- . WITH CAP RLS 2391 Parcel 2 21.1301 Acres DETAIL INSTALLATION AREA NOT TO SCALE — — NORTH AROPERTY LINE I II I� la I I I 20. 30' 24. 98, o 36. 00' 15.65' I FORMBOARDS 24. 97' '2. 00, L III o I I„ I�� ' I I 666. 5 r 666. 51' 795. 10' I N890 48' 4 6 " W 212S. i i' 1 LO December 1, 1998 100 0 100 200 300 SCALE; V = 100 SURVEYOR'S NOTES 1 Reproductions of this sketch are not valid unless embossed with the surveyor's seal and contains an original signature. 2 Lands shown hereon were not -acted or researched by this office for Rights -of -ways Easements of Record, Reservatlu,,. Ownership, Abandonments, Deed Restrictions, Zoni. y Regulations or Zoning Set -back Lines, Land Use Plan Designation, adjoining deeds or Murphy Act Deeds. This survey is not intended to delineate Wetlands, Local Areas of Concern or any other Jurisdictional Boundary Lines. 3. Legal Description shown hereon was provided by the client and/or his agent. 4. FLOOD NOTE: By graphic plotting only, this properly is located in Flood Zone' X', of the Flood Insurance Rate Map, Community Panel Number 12111C0175 F, effective August 19, 1991, and is not in a Special Flood Hazard No field surveying was performed to determine this zone and the exact location can only be determined by an elevation certificate. 5 Bearings shown hereon are based upon a bearing of N00°09'44"F, along the 1/4-1/4 Section Line. NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLATTHAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. LEGAL DESCRIPTION PARCEL 1 The West % of the Southeast % of the Northeast Y, of Section 31, Township 34 South, Range 40 East, St. Lucie County, Florida, excepting therefi'm I fights of way for drainage canals and public roads PARCEL 2 The West 795.1 feet of the South 1167.5 feet of the North 1217-5 feel of the Southwest % of the Norllw"_ Of Section 31, Township 34 South, Range 40 East, St. Lucie County, Florida, containing 21 3 acrev more or less. PARCEL 3 The South 583.8 feet of the North 633.8 feet of the East % of the Southeast % of the Northwest '/+ of Section 31, Township 34 South, Range 40 East, St. Lucie County, Florida, containing 8.6 acres, more or less. PARCEL 4 The South 583.8 feet of the North 1217.6 feel of the East % of the Southeast V. of the Northwest Y. of Section 31, Township 34 South, Range 40 East, St. Lucie County, Florida, containing 9.0 acres, more or less Fort Pierce Farms Control District I o� Canal No. 1 Outfa/ I UCW C©UNTY I; CQ (240' Right -of -Way) ST E )ISTRICT I IZ 1/4 Section Line �� — — — - V Ktli�Rc�� CERTIFICATE OF SURVEYOR Rf: VIEW2 FAR COMPi.IAN I I IWv Ire li I - I HEREBY CERTIFY that the attached Map of Specific Purpose Survey of the hereon described property is , , I SP=-e� NCOMMUNCIT True and Correct to the best of my knowledge and belief. I further certify that this survey meets the N��vI�� i(%ui(�Minimwu Technical Standards set forth in Rule 61G17-6 FAC adopted by the Florida Board of _. /� Professional Surveyors and Mappers, pursuant to Florida Statutes 472 027'/1998 Dated this 1st day ofDecember, 1990. •(/p RST UILD NIG DIOVIJNTY Ii 4 W: (0 k41%v,��7�r/1,1S1CVI-I�L°d�1'r��r�,��r,N _ti D�T�' IS SION REVIEWED L� !Y'ti�SA QtL+ vP V� ELOPMENT FOR COM t.N NTY, FL t. REVIEWED BY �' - - - Ilancato: t. wr-.P& 101 _ - --- -- JAMES A. K IRSY 1 I I James A. Kirby III Comp ` is tered Land Surveyor 2, Standard wilding Crude DATE AN A PERMIT ' "'RED �' RED LAND SURVEYOR Florir Registration Number 2391 3 8t?_te'r p�!�rshal mules MUST 8E KEPT ON JOB OR NO INSPECi10N WILL BE MADE /[ .shine State ParkwayFeeder Road 4, (ocaifeCodes ��b/1��j� ITEUP P.O. Box l026 C j«, ATTACHED �1+i'�'a�MENT WR C ()�(I �/t� � I ; ' I Ft. 56erce, FL 34954-1826 Field Book 98-03, Page 80 )v (/ 6 V 1 (56iJ 4466-932 Phone f i Field Book 96-03, Page 33 (56iJ 466-9326 Fax •_. i[LEPH61) 4 -232 462 2312 c p�� J r n I I I FL - - - - -- _ _- _ ------ --- ----- 2400 RHODE 1SlpUb AYr.� F� (�1� 462.2325vs II _ �hr M. 10, RK8147 ' ❑�-EtTYSJ fVJ�IC li. +18. (9 I'15L *IZF7 waR*7 EXecr LxATTRJ 5EE COHCE55ION DETAIL AAA OF I. GW I -- "i95 10' FORT PIERCE FAPM5 CONTROL DISTRICT CANALS No. 1 OUTFALL C240' RIGHT—OF—QAT) N8q 48' 4G'W 2128.11' G6G.51 GG(•. 31' --------------- ---------------- — - — - — - — - ACCE55 DIRT -ROAD — r- - - - - - - - - - - - - - - - - - - - - - - - - i I 1 I I � i I � 1 GQ DO I I i I I I - - - - - - - - - - - - - - - - - - - - - - - - -1 CONCESSION PLAN DETAIL SCALE: 50' - 1' _01 NOTES: r'UN. FIN644 R-OOR LEVEL TO BE DETB;VINED BY COUNTY OFFICIAL SEPTIC TANK TO BE 5IZED & DE5IaED BY oT14E1 N MIN, 5ETBAC0: I FROM a jiZ=ACE WATM IS, IL� LIEL5 200' BUILDING FOUND. 5' DITC14E-5 3 WALKS 11' PRGp. LINE -p POTABLE LIATER 11' NON -POTABLE 50, GfaG. 51 1 I 1 I I 1 I i 1 I 1 I I 1 I�1 1 � I 'v I' 1 I 1 I 1 I 1 I 1 I I �J Coo. 3 V � I TE- PL4J SCALE; 100' - 1' -0" NTV ED Bv'' � fE IT _ PLAN AN eni ICT nF KF ORM N JOB OF NO INSPECTION V iLL BE MADI r REVISIONS BY: a a 0 i r 1997 J. S. TED C922 SHEET NO, 3r iz ff F m 2 ❑❑ N F- 0 J r� I o Uz Y N V I v J , W o Ou- D :J W' OfVICI NIC CV. GENERAL CONSTRUCTION NOTES 1. ALL INTERIOR STUDS TO BE 2x4 GALVANIZED 25 GAUGE SPACED 24" O.C. W/ 1/2" MR. GYP BOARD BOTH SIDES. (NOTE: OFFICE NEED NOT BE MR GYP BOARD.) 2. ALL FILL SHALL BE COMPACTED TO A MINIMUM OF 951 DENSITY AND TERMITE TREATED FOR A DISTANCE OF 5 FEET FROM PERIMETER OF ALL FOOTINGS OR SLAB EDGES, 3. ALL REINFORCING STEEL SHALL BE GRADE 60. 4, ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 5. ALL PRODUCTS AND MATERIALS SHALL BE APPLIED OR INSTALLED ACCORDING TO MANUAL SPECIFICATIONS. 6. FLOOR SLAB SHALL BE 4" THICK, POURED CONCRETE SLAB WITH 6x6/10-10 W.W.M. ON 6-MIL. VISQUEEN PLASTIC VAPOR BARRIER, ON WELL TAMPED, TERMITE TREATED SAND FILL (VIBRO-COMPACTED). 7. FIRESTOPS TO BE PROVIDED IN ALL FURRED SPACES @ 8'-0" 0/C. 8, SOIL BEARING TO BE 2500 PSF MIN. CONTRACTOR TO VERIFY VIA APPROVED TESTING COMPANY. 9. CONTRACTOR SHALL VISIT THE JOB SITE, VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS OF THE PROJECT, THE CITY OF CORAL SPRINGS MUST BE NOTIFIED BY THE CONTRACTOR OF ANY CONDITIONS NOT SHOWN ON THESE DRAWINGS. 10. EXTERIOR DOORS SHALL BE MANUFACTURED TO NOT REQUIRE HURRICANE SHUTTERS. PROVIDE HURRICANE SHUTTERS ON ALL WINDOWS DESIGN PRESSURES ON OPENI1405 MARK PRESSURE (psf) O -46 +43 O -15 +42 O -43 +40 "e" DISTANCE = 3'-0" M.O. SIZE Q 2A40BC PORTABLE FIRE: EXTINGUSHER F.E. FINISH SCHEDULE ROOM NAME FLOOR WALLS REMARKS EXT. PARTITIONS OPTION TO DRYWALL CONCESSION STEEL TROWEL PAINTED PAINTED STUCCO DRYWALL OR STUCCO EXT. WALLS OPTION TO DRYWALL OR STUCCO PAINTED PAINTED OR CERAMIC TILE EXT. WALL OFFICE CARPET DRYWALL CERAMIC TILE OPTIONAL ON ALL STUCCO WALLS. SHOWERE SHALL BE CERAMIC TILE ALL AROUND TO 6'-0' AFF PAINTED PAINTED STUCCO STUCCO RESTROOMS STEEL TROWEL VI/ 2-COAT W/ 2-COAT EPDXY* EPDXY1 STORAGE PAINTED PAINTED & VESTIBLE STEEL TROWEL STUCCO DRYWALL i( WHERE EPDXY PAINT IS REQUIRED. IT SHALL EXTEND UP THE WALL A MIN. OF 5'-0" FROM THE FLOOR FINISH SCHEDULE MARK SIZE TYPE FRAME HARDWARE OA 3/Ox6/8 HM METAL I O3/Ox6/8 HM METAL I O3/Ox6/8 HM METAL 2 O3/Ox6/8 HM METAL 3 O3/Ox6/8 HM METAL 5 O3/Ox6/8 HM METAL 3 O5/Ox6/8 WOOD WOOD - O 2/4x6/8 H.W. PREHUNG METAL 3 O3/Ox6/8 HM METAL 4 O2/Bx6/8 LOUVERED METAL O2/Ox6/8 BIFOLD METAL ALL INTERIOR DOOR FRAMES METAL KNOCK DOWN, ALL HANDLES SHALL BE LEVER TYPE PER FLORIDA ACCESSIBILTY CODE. ALL DOORS SHALL BE ALWAYS OPERABLE IN THE DIRECTION OF EGRESS W/0 THE USE OF A KEY OR TOOLS - PER NFPA 5.2.1.5.1 ALL DOOR KNOBS LEVER HANDLE 3. T:Tt' N � H ' H 4.1/4" GENERAL NOTES SITE WORK FILL UNDER ALL SLABS SHALL BE CLEAN SAND AND SHALL BE COMPACTED TO A MIN. OF 95Z MAXIMUM DENSITY AS PER ASTM 0-1557, CONTRACTOR SHALL VERIFY AFTER COMPACTION. ALLOWABLE SOIL BEARING PRESSURE 2500 P.S.F.- CONTRACTOR SHALL VERIFY. STRUCTURAL NOTES CODES AND STANDARDS WIND LOADS AS PER STANDARD BUILDING CODE, 1994 EDITION, ANSI/ASCE 7-93. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318/LATEST EDITION). (AMERICAN INSTITUTE OF STEEL CONSTRUCTION) AISC ASO/LATEST EDITION. BUILDING CODE REQUIREMENTS AND SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530-92/ASCE 5- 92/TMS 402-92). SECTION AND DETAILS ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS OTHERWISE NOTED. FOUNDATION BOTTOM OF FOOTINGS ASSUMED TO BEAR ON SOIL CAPABLE OF SAFELY SUPPORTING 2.500 PSF. CONCRETE CONCRETE SHALL BE READY MIX AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI FOR SLABS ON GRADE AND 3000 PSI FOR BEAMS, COLUMNS AT 28 DAYS. ALL CONCRETE WORK SMALL COMPLY WITH THE REQUIREMENTS OF THE ACI BUILDING CODE (ACI 318/LATEST EDITION), THE ACI DETAILING MANUAL (ACI 315/LATEST EDITION), AND THE SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301/LATEST EDITION). CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY THE LATEST ACI SPECIFICATIONS. WELDED WIRE FABRIC SHALL COMPLY WITH ASTM A-185, UNLESS OTHERWISE SPECIFIED. PLACE FABRIC 2" CLEAR FROM TOP OF THE SLAB IN SLAB ON GRADE LAP ALL WWF A MINIMUM OF 6 INCHES UNLESS OTHERWISE NOTED. ALL REINFORCING STEEL SHALL BE MANUFACTURED FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A-615 GRADE Be. LAP ALL BARS MINIMUM 48 DIAMETERS UNLESS OTHERWISE NOTED ON DRAWINGS. ALL HOOKS SHOWN IN REINFORCEMENT SHALL BE ACI RECOMMENDED HOOKS UNLESS OTHERWISE NOTED, TIMBER STRUCTURAL TIMBER TO BE DOUGLAS FIR OR SYP 02 (MINIMUM) STRESS GRADE LUMBER OR APPROVED EQUAL, THE MINIMUM ALLOWANCE PROPERTIES ARE AS FOLLOWS: Fb . 1,150 PSI Fv m 90 PSI E . 1.400,000 PSI AND PRESSURE TREATED FOR EXTERIOR USE. ALL TIMBER AND TIMBER CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES AS SPECIFIED BELOW: AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. TIMBER CONSTRUCTION MANUAL; NATIONAL FOREST PRODUCTS ASSOCIATION. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION; AMERICAN PLYWOOD ASSOCIATION, PLYWOOD DESIGN SPECIFICATION; AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS: NATIONAL LUMBER MANUFACTURERS ASSOCIATION, NATIONAL DESIGN Speclfloaticn for Stress Grace Lumber and Its Feetenlnpe. ALL TIMBER CONNECTIONS ARE TO BE MADE USING PREFABRICATED CONNECTORS. TOE NAILING WILL NOT BE PERMITTED. SUBMIT MANUFACTURER'S DATE FOR APPROVAL. FASTENERS TO BE AS MANUFACTURED BY HUGHES, SIMPSON OR SEMCO. WOOD TRUSSES WOOD ROOF TRUSSES ARE TO BE DESIGNED FOR THE WOOD FABRICATOR BY A PROFESSIONAL SPECIALTY ENGINEER REGISTERED IN THE STATE OF FLORIDA. TRUSS FABRICATOR TO PROVIDE PRE -FABRICATED HANGERS AS REQUIRED. DESIGN, FABRICATION, AND INSTALLATION OF WOOD TRUSSES AND SHEET METAL CONNECTORS SHALL BE IN ACCORDANCE WITH THE FOLLOWING STANDARDS. DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD TRUSSES (ROOFH TPI 85): DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED PARALLEL CHORD ROOF TRUSSES ( FLOOR )(PCT 00): BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS (BWT 76): HANDLING AND ERECTING WOOD TRUSSES COMMENTARY AND RECOMMENDATIONS (HET 60). POURED CONCRETE BEAMS UNLESS OTHERWISE SHOWN ON PLANS. DROP BOTTOM OF BEAM AT WINDOWS. DOORS AND MASONRY OPENINGS AS REQUIRED TO PROVIDE A CONCRETE CLOSURE BETWEEN THE BOTTOM OF THE BEAM AND WINDOW AND/OR DOOR HEADER. MAXIMUM DROP SHALL BE 16" (TWO BLOCK COURSES) AND SPAN EQUAL TO MASONRY OPENING WIDTH. PROVIDE TWO N5 AT BOTTOM OF DROP INCLUDING M3 TYPE S 6 TIES AT 24" D.C. EXTENDING TO TOP OF BEAM REINFORCING. IF THE LINTEL EXCEEDS THE ABOVE LIMIT OF DROP, A SEPARATED LINTEL SHALL BE PROVIDED AS FOLLOWS: SOT. BARS Li. OPENING LESS THAN 6'0" WIDE S" X 0" W12 M5 L2. OPENING BETWEEN 6'0' AND 12'0", 8" X 12" W/2 N6 BOT. BARS LINTELS HAvE 8" MINIMUM BEARING AT EACH END, STEEL ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST AISC CODE, STRUCTURAL STEEL SHALL CONFORM TO ASTM SPECIFICATION A36. ALL STEEL TUBING SHALL CONFORM TO ASTM SPECIFICATION A-500 GRADE B (FY-46KSI). All steel to have a shop Obet of rust INHIBITIVE PAINT. ALL SHOP AND FIELD WELDING SHALL BE PERFORMED BY WELDERS QUALIFIED, AS DESCRIBED IN "AMERICAN WELDING SOCIETY'S STANDARD QUALIFICATION PROCEDURE' (ASW 01.1). TO PERFORM THE TYPE OF WORK REQUIRED. ALL STEEL WELDING ROOS SHALL BE E70XX ELECTRODES. MASONRY MASONRY UNITS SHALL BE ASTM C-90 GRADE N WITH MINIMUM COMPRESSIVE STRENGTH OF 1500 PSI ON NET AREA OF INDIVIDUAL UNITS. ALL CMU SHALL BE LAID IN A FULL BED OF MORTAR IN RUNNING BOND U.O.N. ALL MORTAR SHALL BE TYPE S (OR TYPE M) IN ACCORDANCE WITH ASTM SPECIFICATION C-270 WITH A MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS (2500 WITH TYPE M). GROUT SHALL BE A HIGH SLUMP MIX (B"-11') IN ACCORDANCE WITH ASTM SPECIFICATION C-476 HAVING A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. ALL CONCRETE MASONRY BEARING AND SHEAR WALLS MUST BE INSPECTED BY A QUALIFIED ENGINEER AND CONSTRUCTED IN ACCORDANCE WITH THE "SPECIFICATION FOR THE DESIGN AND CONSTRUCTION OF LOAD BEARING CONCRETE MASONRY" PUBLISHED BY NATIONAL CONCRETE MASONRY ASSOCIATION. EXTERIOR WALL SHEATHING WHERE REQUIRED. SHALL BE 19/32 APA EXTERIOR CONNECTING WOOD FRAME MEMBERS: CONNECTIONS NOT SPECIFICALLY INDICATED ON THESE DOCUMENTS SHALL BE AS SPECIFIED IN SFBC 2911.1 "NUMBER OF NAILS FOR CONNECTING WOOD MEMBERS" HARDWARE SCHEDULE 1. KEYED ENTRANCE W/PUSH BUTTON INSIDE LOCK WHICH CAN BE UNLOCKED BY ROTATING LEVER SCHLAGE AL53PD. AUTO CLOSER DOOR STOP WEATHERSTRIP EXIT SADDLE THRESHOLD 112" HIGH MAX. 2. KEYED CLASSROOM LOCK ALWAYS UNLOCKED FROM INSIDE, KEYED OUTSIDE SCHLAGE AL80PO AUTO CLOSER WEATHERSTRIP EXIT SADDLE THRESHOLD 1/2" HIGH MAX, 3. BATH PRIVACY LOCK SCHLAGE AL409 4. PASSAGE LATCH SCHLAGE AL105 AUTO CLOSER 5. STORAGE ROOM LOCK SCHLAGE AL80PO AREA: OFFICE 382 s.f. CONCESSION 616 s.f. RESTROOMS 876 s.f. TOTAL BUILDING 1874 S.f, FLOOR PLAN SCALE:1/4'-1'-0" Z 3/17/97 5/s �jS Z M + - r -116 WES tpW Z-p6 ❑ pCCCa a\i 8 lW4 pF o odi� if- ate_ t i 0e�0 ad�� O'aQ'i p yJj rap i p)yR�g�•Q=Brp=( L[�--266SYS m n li T�WOWS5 L i��rcf sF�6' tl40 E n _J r, ' = O Uz (n 02 +' e O_ W _o O (,_ 7 M V) V1 m F Of w q O Z U = < n in t- (A Q Q ath �C?0 ® V FW (L dL_ Or cr F- L J ® ~F- z 4F+ Li Z � ~ V J R8 wZ _ L ¢ Q U ; i 0 J W w z Q ¢ Q :D m m N 0 V'0` es�o q J < K > QU C (A W J BD W r�Z QY O ��U O � A ZI O My� ^Y w V DATE OB OCT 1997 DRAWN BY: Z.M.J. CHECKED BY: J.S.S. SCALE AS NOTED PROJECT NO. C922 SHEET NO. k �,— I 4 .1 LEVER HANDLE PROFILE o � SyEf is 0 f SDK 3 ----------------------------------------- -- ---- ------ ---------- - - - - ----- - - - - -- _ 40 -4" I I 5•_7•' S _2' 1,_5, 1*5 e4'-O" O.C. I 1 I i o I N CONTROL JOINT I I NO STEP NO STEP I ❑ ❑ ❑ ❑ ❑ I ❑ 1 101011 1❑1 ❑ ❑Iffli❑ ❑ I • 1. 1/2" RECESS Q 1/2' RE ESS _ _ ' ❑ _ - _ _ _ _ - _ _ _/_ _\�_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ I F-1 I I _ ---r F-1 1 I r i B'x12' CDNC STARTER COL � I I\ / ` � � I r 1 ..' P W/ 4#5 VERT. AND 02 HOOPS i r F-21 \ I I \ e 12" C/C ,' I I \ / . 0 I • ' I • W Tw 2w P. 9. I. cme. $.AB I • ,' • I \ ! \ 0) i' I I WG'xG' 10/10 U.U. rE',N. 0\02 I I ' SINK I VAPM BAWMSi, 01,1101 001PACIM I I \ ,' d HAND I I TER DM TFEATED a.EM FAl. SLOPE ONLY \\ SLOPE r ' NO RECESS \ / e ° ❑ — I uj F-2 > F - FD I x U)y.� 9 i FLOOR SINK II y 1 M - - - _ _ _ _ I 1 s IF_1 W/ 3° TRAP I\��FF�(/��j)7��)�� N '� C•J SLOPES �I I _ 0- 3 COMP Im !� • I I\ o SINK l�9'I� I /f- D F m '�\ o I U) d 9 9 2 I 19_0•' I I IB„ /._5,. 2'-11" ely 15,_0", gi 1 I Ir `� _ • 1 / \ SLOPE ONLY �' `� SLOPE Q / NO RECESS \ 0 It t I I FD 1 I r / It \ / i I O • N I I I (D -1 ` I o LSALL CORNER BARS =II/EA. DIRECTION I I / ® I %F-1 \ .\ U.H. F-1 ` 1 I- - - - - - - '--------------------------------------- > ---- 1 h/ --\I,/ ----- - - - - - - - - - - - - - - - - ' - r _ ❑ r NO STEP • SHOWER RECESS — CONTROL JOINT ' I SLOPE 1 lrs E4'-0" O.C. I (D FO T Q x I SEE CAN WASH DETAIL W' n-K SLLW a I _ 0) WG'di' 10/LO U. r£5N, OvER C7 � I j 9 1 r O I VI9QL133! THC. FTG. U/ 1 I{ W _ °- _ - _ �. _ _ (n 1 •6 COW. - - - - - , i-1 J2'rRECESS - - - - _ I NO STEP I I gg y t h 38„ �� 4�_0�� 4�_4�� 2 _6" -4 7'-4 �_7�� 4 _4" 3 o kqq I 4._5" 3,_4., 7•-11" 5._0„ 3._4.. 12._0,. 10•_4.. I �I�:u �I, .rug{� +i,;°1' K,i. "7I••,, - �,.. -� 20 STUCCO BRICK MOULD CAULKED IN HARDWARE 9 HINGES SHALL BE ATTACHED PER MAUNFACTURE'S PRODUCT APPROVAL SPECIFICATIONS EXTERIOR RABBITED JAMB ATTACHED TO DOOR BUCK AS INDICATED ON APPROVED PRODUCT APPROVALS BACK OUT 2 HINGE a SCREWS e HINGE SIDE 8 REPLACE W/ 2-3/15"x3 3/4" TAPCONS W/ MIN. PEN. 1 3/4" INTO MAS. OR CONC. W N H co GROUT UNDER THRESHOLD H H z RECESSED SILL D W/ C.TILE MAX. SHIM SPACE 1/4" ALL AROUND HEAD AND JAMB 2"x4" PT WOOD BUCK ANCHORED TO MAS. WITH W/ 1/4" TAPCONS B" MASONRY SPACED 12" O/C MAX. 4" FROM EDGES DRYWALL (MIN. PEN. INTO MAS. OR CONC. 1 1/2") ALUMINUM THRESHOLD ANCHORED TO SLAB EXTERIOR DOOR FRAME DETAIL FOR PRE —HUNG UrJITS SCALE 2"= 1'0' 72 -0 fi y� [ VT[ STUCCO — CAULK ALL AROUND WINDOW FRAMES SHALL BE ANCHORED DIRECTLY THRU BUCKS AND INTO MASONRY WITH 3/16" TAPCONS WITH A MIN 1.75" PENETRATION INTO MAS. OR CONC. 9 SPACED NOT MORE THAN 5" FROM EACH END AND NO MORE THAN 24" O/C THRU OU7 HEAD AND JAMB. SILL ANCHORAGE SHALL NOT BE REQUIRED IF BOTH DESIGN WIND PRESSURE IS LESS THAN 51 PSF AND THE WIDTH OF THE OPENING IS LESS THAN 72". CqTO GRADE II 4" CONNECT TO EXIST. SEWER LINE ASPHALT SHINLGES ROOF OVER 154 ASPHALT PER S.B.C. 1505.4.2.2 ' APPLICATION SHALL BE PER S.B.C. 1509.4, 19/32" APA 4 PLY EXTERIOR ROOF SHEATHING (3012 GRADE) SHEATHING NAILED 6" O/C EV YWARE EXCEPT 4" C/C ON EDGES A EVES USING Bd COM. SEE ROOF FRAMING PLAN FOR FASTENERS GALV. METAL FLASHING ON -- P.T. 1"x2" DRIP STRIP R w k 1x6 WD FASCIA 0 2X4 SUB FASCIA 2X4 NAILED TO T USS WITH 2 16d COM. Pam. ° a ,1 TMID�D NOOK TO 5/8" STUCCO FIN 0 GALV.HIMRIBBED METAL RIB LATH W/ "x25" r TOp 5�' SCREEN VENT a 8'70" O/C MASONY OR CONCRETE DRYWALL AND FURRING GAP NOT TO EXCEED 1/4", SHIMS MUST BE BE USED AT THE POINTS OF ANCHORAGE TO FILL VOIDS (1/4" SHIM) --3/4" P.T. WOOD SHIM ANCHORED TO MAS. AT HEAD AND JAMB POIECESN WITOF 100 EQIV. PNEUMATIC FASTENERS. WITH A MAX. GAP BETWEEN PIECES OF 1/16" SILL WINDOW FRAME SILL POURED OR PRECAST SILL WINDOW FRAME DE -TAILS SCALE 2"= 1'0' m 1/2" STUCCO N 8"x8"x16" CONC. BLOCK LADDER TYPE HORIZONTAL _ JOIMT REINF. 16" O.C. VERTICALLY. THRU OUT. s 0o a 5TMD� NOOK TOp & w-M TT. TIE DOL1 ] DE-F. FIN GRADE FOUNDATION NOTES 1. FOUNDATION DESIGN TO MEET PSF W/SURFACE SOIL CONDITIONS TO BE VERIFIED AT BUILDING 317E BY AN APPROVED''SOILS ENGINEER/TESTING LABORATORY, 2. ALL CONCRETE SHALL MEET 3.000 P.S.I. AT 28 DAYS. THE MAXIMUM SLUMP SHALL BE 5" (+1") 3. STEEL WIRE WELDED FABRIC SHALL MEET ASTM A185 REINFORCING BARS SHALL MEET ASTM A615 TIE WIRE SHALL MEET ASTM A82 4, MINIMUM CLEAR COVERAGE OF STEEL SLABS (EXTERIOR) 1-1/2" SLABS (INTERIOR) 3/4" BEAMS AND COLUMNS 1-1/2" FORMED CONCRETE BELOW GRADE 2" UNFORMED CONCRETE BELOW GRADE 3" ALL BAR SPLICES SHALL BE 48 BAR DIAMETERS 5. CLEAN OUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF ALL CELLS CONTAINING REINFORCEMENT AND ANY OVERHANG MOTAR OF OBSTRUCTION SHALL BE REMOVED FROM THE SIDES OF SUCH CELL WALLS AND SHALL BE SOLIDLY FILLED WITH CONCRETE IN LIFTS NOT EXCEEDING 4 FEET IN HEIGHT. 6. TIE BEAM, PLATE. SOFFIT AND CEILING HEIGHTS ARE TAKEN FROM FINISH FLOOR SLAB a 0'-0". 7. ALL EXTERIOR BLOCK WALL OPENINGS GREATER THAN 8'-0" WIDE SHALL HAVE A POURED IN PLACE CONCRETE TIE BEAM W12 No.5 TOP AND 2 No.6 BOTTOM. OPENINGS 8'-0" WIDE OR LESS SHALL HAVE 2 No.5 TOP AND BOTTOM. ALL THE TIE BEAMS SHALL BE A MINIMUM OF B"x12". ALL TIE BEAMS SHALL EXTEND A MINIMUM OF 8" OVER ENO SUPPORTS. B. THIS FOUNDATION HAS BEEN DESIGNED USING RATIONAL ANALYSIS AND SHALL NOT REQUIRE THE USE OF TRANSFER STEEL. ONLY DOUBLE PERIM. MESH AS INDICATED FOOTING SCHEDULE SYMBOL TYPE DESCRIPTION 16"x16" CONC. FTG. NCONT. AND F - 1 � E- G 30" BEYOND EXTENDING - 3 MESt LAP RECESS SLAB 1-1/2" FOR BLOCK WALL — 16"x12" CDNC. FTG. F -2 N {— W12 N0.5 CONT. W/ �_ 2- LAYERS MESH yJ EXTENDING 30" BEYOND 30" MESH LAP EA. DIRECTION EA. SIIIE 4'-0" .❑ - INDICATES RE -FORCED MASONRY UNIT W/1 #5. WITH GROUT FILLED CELL LAP DOWELS 30 DIAS. USE STANDARD HOOK I PRE-ENGINEERED WOOD TRUSSES 12 51 2"x6" P.T. NAILER W/ 3" PAF AT 12" C/C x4 BRACING CONT. a 6'-0" O.C. RESTRAINED AS INDICATED TN DETAIL ' ' ELEV.= 10'-0" T.O.B. R-19 INSUL. IN CLG. 5/8" GYP. BD. DIRECTLY ATTACHED TO TRUSSES Bx8 BOND BEAM W/ 1#5 LAP CORNERS 36" E.M. EXPOSED C.B.S. OR 1/2" GYP BD. ON 1x3 FURRING ' e 16" O/C W/ R-4.3 ALFOIL INSUL. 1 #5 REBAR IN GROUT FILLED CELL SEE PLAN FOR SPACING CONCRETE FOOTING ( SEE SCHEDULE ) 4" THICK 2500 PSI CONC. SLAB W/6"x6" 10/10 W.W.M. OVER APPROVED VAPOR BARRIER C 30" LAP 12" MIN, BELOW GRAD " " STANDARD ACI HOOK 16"x16" FOOTING W/245 CONT. 2500 P.S.F. SOIL BEARING CAPACITY WALL CTION DETAI ALL GROUT TO BE 2500 PSI W/ '-11" SLUMP.CCINSISTINCY FOUNDATION PLAN I KCVIJI VI9J D1: 3/17/97 5-5-9B ZMJ BOND BM �1 iEwM e i h $QFa ° R�Fyp�j1 S I�[G YlyyI1pQ L ❑ i r gAgo-g�a� ga Z yIRS tag p J �62�'d5b�� I�'8�8 ❑ ❑ N J r- = o Uz V« e ® V u J . W o ou- 7 W o W H aU oe ++ Qq ®ov ain kn gp<Q^a _ (I-il 1i N N m 0 �� ® � ui J a E9 ® F- z •+Li Z U ~ — J 68�Z L a U ; p O Nw W Z o- z Q j o O La. DO C N 0 0 U ® O m Cal cLn 4 I- W m o wa 0 "� •� Z M F'Y- V O O V w O O W• rr 1Tn rC� v < rN U �J IN DATE 06 OCT 1997 DRAWN BY: Z.N.J. CHECKED BY: J.S.S. SCALE AS NOTED PROJECT NO. C922 SHEET NO. 3 e� N yffTg OF 5�4 "aW - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1-- - - �- - N � PRE -CAST LINTEL PRE -CAST LINTEL I M 3/0x6/8 3/Ox6/8 o L STUCCO FINISH I 7 N 4 1 - _ - - _ - _ _ _ _ _ I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .. _ _ _ _ _ _ _ PRE -CAST LINTEL _ _ _ _ _ _ L 34 SH PRE -CAST LINTEL L --- 3/Ox6/8 3/Ox6/8 m , N ELEVATION — RIGHT SCALE; 1 M' • 1 -0' ELEVATION — LEFT SCALE: 1/4'-V -B' STUCCO FINISH -- 41, T.O.8M.`� m m CONC. SIDE WALK [CAL ALL AROUND CONCESSION -0'- FIN. FLR • 0'� FIN. FLR IMPERVIOUS FINISH ON WALL5 AND FLOOR 4x4 CERAMIC TILE ON PLUMBING WALL ONLY 35"'REAR GRAB BAR' 42" SIDE GRAB BAR T.P. DISPENSOR\ B , N ELEVATION — FRONT SCALE: HOOD IN5TA"_A17XON CONTRACTOR INSTALL. DUCT AND HOOD AND g��, PROPERLY FLASH AND f !L L ROOFING FOR A LIAR SEAL. HINCJ°D E>44AUST FAN 6/5" TTPE ">C" DL1 IN52DE A7.D OUT OF e,4,%=T CUT 34" >Q 4" HOLE SN ROOF SLAB 0'� FIN. FLR FSRE STOP_ /o" 41 . Al_L_ AJ.2G)IJ1D ExHAUST DUCT F1 i , 1-ESCN7` WA"_ lb' nSN. �TLJEEN ILLI 7 I , PREFAB TRUSS `—ApPI_Y FIRE STOP , � 3" CLEARANCE A1.1_ Aj3pL1ND 1 APpi_T FIRE CAULK I , ACH "OOD HTO CLILING LLIT-1 i 4 - 6/6DSA. TLIR.EADE-D ROD5 L2.>C2X114" CELL-SNG I 4' _ qwl F IRE DAPPER LSTE OI he GA. LJEL.DF,D STAINI-E55 STEEL D HOO 1 ` C?EASE CAJ 12 5r4INLE59 TE_ L BACK SPA,eH & -O" LJIDe �5 FULL HEICJ4HIG n N ------------- T. p BM V CRILL 1 O , m 4' CONC. SIDE WALK TYPICAL ALL AROUND CONCESSION Q ^ ALL LJOGnC CONFOPIn TO N PA 9G- 1G91 PROVIDE AN APPROVED AUTOMATIC FIRE EXTStW.J_j®HSNG STSTEn POP Tl-e PRO'I=CTSON OF DUCT 5T9TEn. v CX EASE RE-f-tOVAL- MVICE5, FLL SFR_ �LJT AND HOCp. I IN. FLR cE}J SYSTEM 51-} AUTOMATSCALLT 3{-U-r OFF AL_L_ e0 � !G OF F-1.1E'L_ TO THE EOUIPFEf.1T UNDER THE HOOD AREA PER NFPA 12 AND 1-I. PROVIDE A PORTAmr- FSRE: EXTINCAJI5HTw_ UNIT" IN ELEVATION — REAR 442L- A+ NFPA lo. w SCALE:1/4"=1'-e' 4 -0" SEAT GRAB BAR I I SHOWER DETAIL SCALE: 1/2'•1'-0" i FRONT VIEW RESTROOM ALL FIXTURES, CONTROLS, BARS, ETC. SHALL COMPLY WITH FLA. ACCESIBILITY CODES SECTION 4,16 THRU 4.26 SHOWER CONTROLS 36" ABOVE FLOOR SHOWER UNIT SHALL HAVE A MIN. 60" HOSE FOR HAND HELD USE PROVIDE ANTI -SCALD DEVICE ON ALL SHOWERS. FLOOR TO BE NON -SLIP CERAMIC TILE OR EPDXY SEALED CONCRETE 2-COAT EPDXY PAINT OVER MR GYP. BOARD TOP IMPERIOUS SURFACE OR CERAMIC TILE 34"X42" POLISHED MIRROR / CERAMIC TILE J 70 6'-0" 4FF 0 84"X42" POLISHED MIRROR LO GRAB BAR - E36" AFF LAV LAV LAV SEE DETAIL 4" MIN. �.. WC LAY WC 9 WC WC V) In SEAT N x Z d 0 9 H I i 01 I; , B Li INSULATE ALL EXPOSED 6 N HOT WATER PIPING N I o 0 m f , 11/ 11 18" RL•IJI"10 .1r 2J o4/9e HOOD 4ys�1(J�I 1y9ha ° I{gx�yyIml tx p6p0N4.C� )FFF) VyO,y�yy11 J F- yytt yL'G WN y�py�Q_e 71Brba5116 l m a El El 1010 � n ply J U z° v LiJ o O 11 '7 w o <n Z w U ID < gym~ ow ® U ¢ 4 n r flew'(^r v 0LO w rn ® a a a• - OW w 1n ~ Z U J � 2 — QD Z �. aQ L V 3 io Ln - p �n J w w o tx RD d n rn D w 0 p K i Z W (4.7IA fl90m w ammo �z ��C0J �n v 1 0 1 v1 w O i . rO V DATE 11 DEC 1996 DRAWN BY: M,J.R. CHECKED BY: J.S.Sr SCALE AS NOTED PROJECT NO, C916 SHEET NO. 4 O t� Sy fETs Of sf i PRECAST LINTEL W/ 1#5 CONC FILLED LAP ALL CORNER BARS 30" EA. DIRECTION ( TYP. ) NOTE: PNEUMATIC FASTENERS SHALL BE USED AS SPECIFIED FOR THE FOLLOWING APPLICATIONS LOCATION FASTNER SIZE MANUFACTURE MODEL NO. SPACING PLYWOOD WALL 131X2 1/2" PRUDENTIAL BLDS gpggMG 6" O/C N PANEL EDGES AND 6" O/C E INTERMEDIATE SUPPORTS SHEATHING MATERIALS 4" O/C E CORNERS PLYWOOD ROOF .131X2 1/2" SPSRMG 6" O/C E INTERMEDIATE SUPPORTS SHEATHING 4" O/C E GABLES 8 EVES IX2 P.T. FUPTrN7—INTERNATIONAL STRIPS APPLIED .113X1.1/2" HC STAPLES AND 422428 16" 0/C EXT,HAS, WALL MACHINE CO. -TO EXTERIOR WINDOW AND DOOR WRAPS AND .099X1.112" HC 422428 6" O/C SURROUNDS WOOD BOTTOM SILL PLATE .099X1.1/2" HC 422428 MAX. 24" 0/C N N WIRE LATH PASLOOE 404695 MAX 6" O/C SIDE LAPS SECURED TO SUPPORTS .120XI.1/4" AND TIED BETWEEN SUPP. N 9" O/C SEE WALL SECTION TIN CAPS CENCO HJI3ATA .120X1" GALVANIZED NAILS ONLY „ MAX 4" O/C DRIP EDGE .120XI" " GALVANIZED NAILS ONLY FIELD EDGE .120"X3" HITACHI 58MEKAJ SEE MANUF'S SPEC. RAKE EDGE .120"X3" " " SEE MANUF'S SPEC. HOL. MET .FRAME GROUT SOLID 3 `IAMB ANCHORS PER JAMB TYP IJI, INTERIOR FLUSH --\ CAULK } I BOOR B" CMU CAULK STUCCO L/8" KB W/SLEEVE FILLED CELL FILL ALL HOLES HM DOOR F-Rz�,ME SCALE 1 1/2"= 1'0" ROOF NOTES 1. WOOD TRUSSES, WHICH ARE FABRICATED BY A LICENSED FABRICATOR, SHALL BE FURNISHED IN ACCORDANCE WITH DESIGNS PREPARED. SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER AND THE SPECIFICATIONS AS OUTLINED BY THE "NATIONAL DESIGN SPECIFICATION FOR STRESS GRADE LUMBER AND ITS FASTENINGS" BY AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (LATEST REVISION) AND "DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES", BY TRUSS PLATE INSTITUTE. 2. THE DESIGN AND SHOP DRAWINGS, AS WELL AS THE FABRICATION OF WOOD TRUSSES, WILL BE SUBJECT TO THE INSPECTION AND APPROVAL OF THE PROJECT ARCHITECT AT ALL TIMES. 3. THE HANDLING, ERECTION AND FIXING OF WOOD TRUSSES SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS NOTED ON THE DESIGN DRAWINGS OF SAID WOOD TRUSSES. 4. ALL TRUSS SEATS INCLUDE PRE -ATTACHED TSS. ALL TRUSS HOLD DOWN HARDWARE SHALL BE MANUF. BY SEMCO W/ FASTENERS AS SPEC'O BY MANUF, APPROVED DETAILS 5. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT BY AN APPROVED TRUSS MANUF. 6. NAIL ROOF SHEATHING W/8d COM, L°6" O.C. THRU OUT 8 4" O.C. ALONG EDGES AND 4'-0' IN FROM EAVES A A A 1800 500 125 tiT `1 v a Y uj ILI z Z w U 0 cr qTI14u CHDR3 y C 3US M. LATERAL BRACING IN EACH LLI z Lo u ' S, VN T 0 TRUSSES Q1� m 2X4 AN C AT OSS BRACE a CA Laa E 0 GABLE EN HALL BE IN _L R M T ASONRY TR — HIP Y U Q 7 6' GIRDER, 0" 6'- 0_ N ER T CENT R ...TYPICAL LATERAL BRACE AND RESTRAINT ROOF FRAMING PLAN SCALE:1/1"•1'-O" #5 REBAR. AT TOP MIN. C 1 � REQ' D 1. 112" CLZ -AR BOND BEAM CPOUT (r5 REAR • BOTTOM OF LSIJTEL CAVITY BOTTOM REIKF. PPOVIDr=D IN PRECAST LIrTTEL CVARIES) C.POUT ♦5 R-BAR • BOTTOM OF L-13,ITE-L CAVITY BOTTOM RE NF. PROVIDED IN LINTEL CVARIE57 8F8 LINTEL 8F16 LINTEL CAPACITY CRAV. 13G5►/LF \ U. L. 6%#IL.F LINTEL F - FILLED WITH CFDUT / U - LJKFTl I �CAJAWTITY OF A5 PEBAR • HOTTOM OF LINTEL CAVITY 8F 1 Co - I NTMAL. LJID114 WOMIWAL "EIGNT 1B/1T QUAMTTTY OF ♦6 REBAR AT- TOP REVISIONS BY: 3/17/97 5-5-98 ZMJ BOND BM pap 5gF o Cq}7R� it N '- g�a� ip.: 4 O Lv� INN � �qr_y Qr BBZS 4sjt4 58 Fkll � �8�Y8[Ell Ell N 0 J r, = o Uz (n 02 � vi tm m K W o OtE 7 w 0 N un H a<U to It aOW m� .0 _ resin oq I fn ®U am N N N�Q _ v ANW W to Iwo O i v .. UJ a n= < J 4•a < (- W n ® ~ ~ W W oz 2+ U H ? J 68 � Z r- �. a a ® U 3 i0 G9 0 U) J W ` n o ¢y Z _ _«� z �a m _ �. W m N � C as a g Q - W>'CL fa! CU) m Q= ® m W �z Qd O ��U A � � 11-4 o O � �I laj U (j) W � w � w �' tO V DATE 06 OCT 1997 DRANK BY: Z.M.J, CHECKED BY: J.S.S. SCALE AS NOTED PROJECT NO. C922 SHEET NO. 5 O LTS T�Sy0� gf4 11 St. Lucie Boule✓ard SPECIFIC PURPOSE SURVEY prepared for St. Lucie Speedway to show proposed parking _ 25' — — — — — — — — CENTER ROAD L (50' Right -of -Way) ti 666. 31' 10' PROPOSED SECUAITY TRAILER 10'xAo' co L1 w v v ED0 0 0 z W v I S89" 48' 2911E 2127. 74' 666. 31' Parcel 3 8.931E Acres 56. 552E Total Acreage _666. 41' _ Parcel 4 8.780E Acres 114-114 Section Line O - - p 1 o _._ 795.NOE: ND 2 BUSHES PER T-T - ASTPER� COUNTYTREEARE BIBENENTS, ISLANC 2' BUFFER ZONE IN FRONT OF CONCESSION AREA. V J I °IIIIIIt E 4 CTi El o C ---- -�\ I - - I I I I I I I o s o � m m I r6 rnl m r` An UM I I I I ! Parcel 2 21. 13Dt Acres x 666. 51' 666, 51' 795. 10' N89" 48' 4 6 " W 2 12 8. 11' �o Fort Pierce Farms Control District I o� N Canal No. 1 Outfall (240' Right -of -Way) 114 Section Line I CERTIFICATE OF SURVEYOR I HEREBY CERTIFY that the attached Map of Speed, Purpose Survey of the hereon described property is True and Correct to the best of my knowledge and belief I further certify that this survey meets the. Minimum Technical Standards set forth in Rule 61G17-6 FAC adopted by the Florida Board of Professional Surveyors and Mappers, pursuant to Florida Statutes 472.027 Dated this 23th day of January, 1998_ James A Kirby III Re istered Land Surveyor FI Regisiratem-Number 2391 Revised: 1-22-98 To show parking lot Field Book 96-03, F'age 33 _ February 3, 1998 100 0 100 200 300 SCALE; 1' = 100' LEGAL DESCRIPTION PARCEL 1 The West''/3 of the Southeast %. of the Northeast '/. of Section 31. Township 34 South, Range 40 East, St. Lucie County, Florida, excepting therefrom rights of way for drainage canals and public roads PARCEL 2 The !Nest 795.1 feet of the South 1167.5 feet of the North 1217.5 feet of the Southwest'/. of the Northeast 7. of Section 31, Township 34 South, Range 40 East, St. Lucie County, Florida containing 21.3 acres, more or less. PARCEL 3 The South 583 8 feet of the North 633.8 feet of the East 1/4 of the Southeast %, of the Northwest '/. of Section 31, Township 34 South, Range 40 East, St Lucie County, Florida, containing 8.6 acres, more or less PARCEL 4 The South 583.8 feet of the North 1217.6 feet of the East % of the Southeast '/. of the Northwest Y. of Section 31, Township 34 South, Range 40 East, St. Lucie County, Florida, containing 9 0 acres, more or less SURVEYOR'S NOTES 1 Reproductions of this sketch are not valid unless embossed with the surveyor's seal and contains an original signature. Lands shown hereon were not abstracted or researched by this office for Rights -of -ways, Easements of Record, Reservations, Ownership, Abandbnments, Deed Restrictions, Zoning Regulations or Zoning Set -back Lines, Land Use Plan Designation, adjoining deeds or Murphy Act Deeds. This survey is not intended to delineate Wetlands, Local Areas of Concern of any other Jurisdictional Boundary Lines. `t Legal Description shown hereon was provided by the client and/or his agent. 4 FLOOD NOTE: By graphic plotting only, this property is located in Flood Zone ' X ', of the Flood Insurance Rate Map, Community Panel Number 12111CO175 F, effective August 19, 1991, and is not in a Special Flood Hazard. No field surveying was performed to determine this zone and the exact location can only be determined by an elevation certificate. Bearings shown hereon are based upon a bearing of N00'09'44"E, along the 1/4-1/4 Section Line. r Fence corners located only, unless otherwise noted. The improvements shown hereon are the only ones located by this office. ' City water will be provided to the subject property. NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. ST LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPL - REVIEWED Wr____. I M UPLANS ND ERMFT ST BE PTT ON JOB OF INSPECTION WILL BE MADE v' 3AM£S A. K IRSY III REGISTERED LAND SURVEYOR 2860 S. Kings Highway j P.O. Box 1826 Ft. Pierce, FL 34954-1826 (550 464-9621 Phone (561) 466-9326 Fax Drawing No. 95-009OP(L-SPS) St. Lucie Boulevard -- ;� 666. 31' FOUND 3' % 3' CONCRETE MONUMENT ON LINE AND SD" PROPOSED E 0. 06' 1 W I TRESS CORNER) SECURITY TRAILER 10' %40' c J C 0 co r� U PARCEL 1 In Ll7 17.711* Acres CD Q w v v am s 0 0 666. 51' to Ur; N CERTIFICATE OF SURVEYOR I HEREBY CERTIFY that the attached Map of Specific Purpose Survey of the hereon described property is True and Correct to the best of my knowledge and bellef I further certify that this survey meets the Mmunum Technical Standards set forth in Rule 6/G17-6 FAC adopted by the Florida Board of Professional Surveyors and Mappers, pursuant to Florida Statutes 472.027. Dated this_61h day of_hrrotember. 1996 ames A. Ki y III R I ered Land Surveyor Florida istration Number 2391 REVISED 11-3-97; CHANGE PROPOSED BUILDING LAYOUT 09 ?1tiE LOCATION OF PROPOSED BUILDING, SEPTIC TANK AND DRAINFIELD ONLY. Field Book 96-03, Page 33 SPECIFIC PURPOSE SURVEY prepared for Ft. Pierce Speedway to show necessary information In relation to North property line required to submit an application for the State of Florida Department of Health & Rehabilitative Services - Onsite Sewage Disposal System Application for Construction Permit 1/4-1/4 Section Line CENTER ROAD (50' Right -of -Way) S89" 48' 29" E 2127. 74' + ' 6E6. 31' + + 51 5239 x 52.30' x 52.00' 795. t0' SET 1/2' IRON ROD + x CONCRETE TO BE REMOVED WITH CAP RLS 2391 i oa 0 SEE DETA 11 +0 x 51.95 2af2x5`',�AQAK 6 - TYPICAL CONCRETE TS I I m� iW i CONCRETE PIT I Parcel 3 B.931f Acres 56.552f Total Acreage 666. 41' Parcel 4 8. 780* Acres ' 4 - TYPICAL CONCRETE PITS o r� �o m in I FOUND 1/Y WITH CAP r NOTE: Existing Bathroom and and septic system to be abandoned o� FIRE PROTECTION 0 WATERTANK c� v 4 u W p C 2 ,- J RACE TRACK d m I — Parcel 2 21.130f Acres DETAIL INSTALLATION AREA -------- ------_—NOT TO SCALE — _ _ _ _ _ _ _ _ _ - NORTH PROPERTY LINE I I so. DQ' III 6362' 7. 00' 20. 33' o s I 62. BB' L 36. 0(r I o I m m I 69. mo' n ml I I m PROPOSED CONCESSION m 621 SQUARE FEETA �^ 1 OFFICE AND BATHROOMS MPOSED SEPTIC TAN( AND DRAIN FIELD PROPOSED 4' CONCRETE SIDEWALK I 1 III I I y 1 I� I IJ 1 --————— — — — — — — 666. 51' 795. 10' N890 48' 46" W 2128. 11' of Fort Pierce Farms Control District o Canal No. 1 OUtfaII (240' Right -of -Way) 114 Section Line I September 6, 1996 too 0 too 200 300 SCALE; 1' = 100' LEGAL DESCRIPTION %1:Zy:111W The A,!st 7z of the SOuhleasl Y. of the Northeast 7, of Section 31. Township 34 South, Range 40 East St Lucie County, Florida, excepting therefrom rights of wav for drainage canals and public roads PARCEL 2 The West 795.1 feet of the South 1167.5 feet of the North 1217.5 feet of the Southwest V. of the No rt beast of Section 31. Township 34 South. Range 40 East, St L uae County, Florida, containing'21 3 aci(,- . more or less PARCEL 3 he South 583E feet of Zhu North 18 fe,, of !.ie Edst 15 Of ,ne boL.,nass. ). o, CiL Northwest Section 31. Township 34 South, Range 40 East, St. I. ucie County. Florida, containing 8 6 acres more or less PARCEL 4 The South 583 8 feet of the North 1217 6 feet of the East 'i: of the Southeast % of the Northwest V. of Section 31, Township 34 South, Range 40 Edsi. St I County. Florida, containing 9.0 acres, more or less SURVEYOR'S NOTES CD Reproductions of this sketch are not valid unless embossed with the surveyor's seal and contains o an original signature 2 Lands shown hereon were not abshacted ur researched by this office for Rights of ways, "^'. 3 Easements of Record, Reservations. Ownership Abandonments. Deed Restrictions. Zoning ca Regulations or 7omny Setback Lines, Land Use Plan Designation, adjoining deeds or Murphy Act M Deeds. This survey is not intended to delineate Wetland:, Local Areas of Concern or any other Jurisdictional Boundary l mn o t Legal Description shown hereon was provided by the client and/or his agent 0 4 Fl OOD NOTE By graphic plotting only, this property is located in Flood lone' X . of the Flood o Insurance Rate Map, Community Panel Number 12111C01 75 F. effective August 19. 15E+1 and iS not in a Special Flood Hazard. No held survey,ng was performed to determine thi; zone and the exact location can only be determined by an ekzvation ceitificate. 5 Bearings shown hereon are based upon a bearing of N00`i 44"F along the 1/4-1/4 Section Line 6 Fence corners located only, unless otherwise noted. % The improvements shown hereon are the only ones located by this office 3. City water will be provided to the subject property NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUND IN THE PUBLIC RECOF'DS OF THIS COUNTY. 7 AMES A. K I RBY III REGISTERED LAND SURVEYOR 5105-13 Sunshine State Parkway Feeder Rd. P.O. Box 1826 Ft. Pierce, FL 34954-iB26 (560 464-9621 Phone JI( (561) 466-9326 Fax Drawing No. 95-0090A(L-SPS) /0'7 ' CY• -M� 10, 1` (, j EXI5TAIG � E13,M MAW a. +18.'18 r),A *RJFY W93zVET EXACT LOCATIM SEE CONCESSION DETAIL 4PEA OF WORK -M5 10, ------------- -°-- -, I I I I FORT PIERCE FAPT15 CONTROL DISTRICT CANALE No. I OUTFALL C 240'' p RICOT OF - L, AT) Wbq 48' 46a' W 2128. 1 11 G6G.51 I I I ! I ! I ! I ! Io� I Igo I ! I ! I h I - ��..GGG.41�------------ I � � � I \ � I � � I I I I , I ! I$ I I� I I I ! I I , i C466. 31, --------------- - - ACCESS DIRT ROAD ----------- ------ -- --- -- r- - - - - - - - - - - - - - - - - - - - - - - - - - t II I I I I I I I GO 00 I I I I I I ----------- ---- ---------I o g I CONCESSION PLAN DETAIL SCALE: 50, - 1' -0" e 6 Kkxm5: TTIN. FIK16H FL.00P LEVEL TO BE DETEWIt.ED BY CoUiTY OFFICIAL SEPTIC TANS TO BE 5I2ED & DESIGNED BY OTIEiPh N rUH. 6ETBACY5: FPX SUWACE LIATM -F)' LELLS 200' BUILDING FOUKD. 5' DITC1 E5 & LIALKS 11' PPOP. LINE -1' POTABLr= U4TEP 11' NON -POTABLE 50' If cow ' 31, Z TE PLAN SCALE: 100' - 1' -O" ,` 3/17/97 1 r. 0 El ��F�rSO�qN I�Wt+>m J 01 El N J� = o U z V) y H ^ I V I m d J , LJ o O U— ono ®'rU o� `A m ~ 4 Wiz= nq,v ®0U a^n -^ina �! 0 W vv -O F- Ljj a aL- q.e N ® N ~ W W Or z U (t8 z = ®�U 3 i O w N , 7 J W z — _ z Q D ~ % O m c W gX J £g W - U V1 J 7 Uj W as Z :2 U A w U 4 DATE OB OCT 1997 DRAM BY: Z.M.J. CHECKED BY: J.S.S. SCALE AS NOTED PROJECT NO. C922 SHEET NO. o � SS f fts OV 5o1 5 GENERAL CONSTRUCTION NOTES 1. ALL INTERIOR STUDS TO BE 2x4 GALVANIZED 25 GAUGE SPACED 24" O.C. W/ 1/2" MR. GYP BOARD BOTH SIDES. (NOTE: OFFICE NEED NOT BE MR GYP BOARD.) 2. ALL FILL SHALL BE COMPACTED TO A MINIMUM OF 95% DENSITY AND TERMITE TREATED FOR A DISTANCE OF 5 FEET FROM PERIMETER OF ALL FOOTINGS OR SLAB EDGES. 3. ALL REINFORCING STEEL SHALL BE GRADE 60. 4. ALL HOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 5. ALL PRODUCTS AND MATERIALS SHALL BE APPLIED OR INSTALLED ACCORDING TO MANUAL SPECIFICATIONS. 6. FLOOR SLAB SHALL BE 4" THICK, POURED CONCRETE SLAB WITH 6x6/10-10 U.W.M. ON 6-MIL. VISQUEEN PLASTIC VAPOR BARRIER, ON WELL TAMPED. TERMITE TREATED SAND FILL (VIBRO-COMPACTED). 7. FIRESTOPS TO BE PROVIDED IN ALL FURRED SPACES a 8'-0" O/C. 8. SOIL BEARING TO BE 2500 PSF MIN. CONTRACTOR TO VERIFY VIA APPROVED TESTING COMPANY. 9. CONTRACTOR SHALL VISIT THE JOB SITE, VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS OF THE PROJECT. THE CITY OF CORAL SPRINGS MUST BE NOTIFIED BY THE CONTRACTOR OF ANY CONDITIONS NOT SHOWN ON THESE DRAWINGS. 10. EXTERIOR DOORS SHALL BE MANUFACTURED TO NOT REQUIRE HURRICANE SHUTTERS. PROVIDE HURRICANE SHUTTERS ON ALL WINDOWS OESIGN PRESSURES ON OPENINGS MARK PRESSURE (psfl O -46 +43 O -45 +42 0 -43 +40 "a" DISTANCE = 3'-0" M.O. SIZE Q 2A40BC PORTABLE FIRE EXTINGUSHER F.E. FINISH SCHEDULE ROOM NAME FLOOR WALLS REMARKS EXT. PARTITIONS OPTION TO DRYWALL CONCESSION STEEL TROWEL PAINTED PAINTED STUCCO DRYWALL OR STUCCO EXT. WALLS OPTION TO DRYWALL OR STUCCO PAINTED PAINTED OR CERAMIC TILE EXT. WALL OFFICE CARPET STUCCO DRYWALL CERAMIC TILE OPTIONAL ON ALL WALLS, SHOWERE SHALL BE CERAMIC TILE ALL AROUND TO 6'-0" AFF PAINTED PAINTED STUCCO STUCCO RESTROOMS STEEL TROWEL W/ 2-COAT W/ 2-COAT EPDXY)E EPDXY)[ STORAGE PAINTED PAINTED & VESTIBLE STEEL TROWEL STUCCO DRYWALL A WHERE EPDXY PAINT IS REQUIRED. IT SHALL EXTEND UP THE WALL A MIN. OF 5'-0" FROM THE FLOOR FINISH SCHEDULE MARK SIZE TYPE FRAME HARDWARE OA 3/0x6/8 HM METAL I O3/Ox6/8 HM METAL I O3/Ox6/8 HM METAL 2 O3/Ox6/8 HM METAL 3 O3/0x6/8 HM METAL 5 O3/Ox6/8 HM METAL 3 O5/0x6/8 WOOD WOOD - O 2/4x6/8 H.W. PREHUNG METAL 3 O3/Ox6/8 HM METAL 4 O2/8x6/8 LOUVERED METAL O 2/Ox6/8 BIFOLD MFT ST. LUCIE C EER 1! ALL INTERIOR DOOR FRAMES METAL KNOCK DOWN. I ( REVIEWED FbR CC�MPi faN E A ALL HANDLES SHALL BE LEVER TYPE PER FLORIDA ACCESSIBILTY LODE. ALL DOORS SHALL BE ALWAYS OPERABLE IN THE DIRECTION OF EGRESS AND W/O THE USE OF A KEY OR TOOLS - PER NFPA 5.2. 1.5. 1 SUBJECT M.FiNAi. E1FLD INSPFCTIdI ALL DOOR KNOBS LEVER HANDLE )LINTY -FT. PIERCE DISTRICT BY: 70HN NAY c ��IDATE Compliance to: 1�. N.F.P.A. 101' 2. Standard Building 3. State Fire Marshal h;.; (;S 4. Local Fire Codes D DFPA E GENERAL NOTES SITE WORK FILL UNDER ALL SLABS SHALL BE CLEAN SAND AND SHALL BE COMPACTED TO A MIN. OF 95Z MAXIMUM DENSITY AS PER ASTM 0-1557. CONTRACTOR SHALL VERIFY AFTER COMPACTION. ALLOWABLE SOIL BEARING PRESSURE 2500 P.S.F.- CONTRACTOR SHALL VERIFY. STRUCTURAL NOTES CODES AND STANDARDS WIND LOADS AS PER STANDARD BUILDING CODE, 199A EDITION, ANSI/ASCE 7-93. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACT 318/LATEST EDITION). (AMERICAN INSTITUTE OF STEEL CONSTRUCTION) AISC ASO/LATEST EDITION. BUILDING CODE REQUIREMENTS AND SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530-92/ASCE 5- 92/TMS 402-92). SECTION AND DETAILS ALL DETAILS. SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS OTHERWISE NOTED. FOUNDATION BOTTOM OF FOOTINGS ASSUMED TO BEAR ON SOIL CAPABLE OF SAFELY SUPPORTING 2.500 PSF. CONCRETE CONCRETE SHALL BE READY MIX AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI FOR SLABS ON GRADE AND 3900 PSI FOR BEAMS, COLUMNS AT 28 DAYS. ALL CONCRETE WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE ACI BUILDING CODE (ACI 318/LATEST EDITION), THE ACI DETAILING MANUAL (ACI 315/LATEST EDITION), AND THE SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301/LATEST EDITION). CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY THE LATEST ACI SPECIFICATIONS. WELDED WIRE FABRIC SHALL COMPLY WITH ASTM A-185, UNLESS OTHERWISE SPECIFIED. PLACE FABRIC 2" CLEAR FROM TOP OF THE SLAB IN SLAB ON GRADE LAP ALL WWF A MINIMUM OF 6 INCHES UNLESS OTHERWISE NOTED. ALL REINFORCING STEEL SHALL BE MANUFACTURED FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A-615 GRADE 60. LAP ALL BARS MINIMUM 48 DIAMETERS UNLESS OTHERWISE NOTED ON DRAWINGS. ALL HOOKS SHOWN IN REINFORCEMENT SHALL BE ACI RECOMMENDED HOOKS UNLESS OTHERWISE NOTED. TIMBER STRUCTURAL TIMBER TO BE DOUGLAS FIR OR SYP 02 (MINIMUM) STRESS GRADE LUMBER OR APPROVED EQUAL. THE MINIMUM ALLOWANCE PROPERTIES ARE AS FOLLOWS: Fb - 1.150 PSI Fv = 90 PSI E 1.400.000 PSI AND PRESSURE TREATED FOR EXTERIOR USE. ALL TIMBER AND TIMBER CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES AS SPECIFIED BELOW: AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. TIMBER CONSTRUCTION MANUAL: NATIONAL FOREST PRODUCTS ASSOCIATION. NATIDNAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION; AMERICAN PLYWOOD ASSOCIATION, PLYWOOD DESIGN SPECIFICATION; AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS; NATIONAL LUMBER MANUFACTURERS ASSOCIATION, NATIONAL DESIGN Specification for Stress Grade Lumber and Its Fasteninga. ALL TIMBER CONNECTIONS ARE TO BE MADE USING PREFABRICATED CONNECTORS. TOE NAILING WILL NOT BE PERMITTED. SUBMIT MANUFACTURER'S DATE FOR APPROVAL. FASTENERS TO BE AS MANUFACTURED BY HUGHES. SIMPSON OR SEMCO. WOOD TRUSSES WOOD ROOF TRUSSES ARE TO BE DESIGNED FOR THE WOOD FABRICATOR BY A PROFESSIONAL SPECIALTY ENGINEER REGISTERED IN THE STATE OF FLORIDA. TRUSS FABRICATOR TO PROVIDE PRE -FABRICATED HANGERS AS REQUIRED. DESIGN, FABRICATION., AND INSTALLATION OF WOQO TRUSSES AND SHEET METAL CONNECTORS SHALL BE IN ACCORDANCE WITH THE FOLLOWING STANDARDS. DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD TRUSSES (ROOF)(TPI 85); DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED PARALLEL CHORD ROOF TRUSSES (FLOOR)(PCT 80); BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS (BWT 76); HANDLING AND ERECTING WOOD TRUSSES; COMMENTARY AND RECOMMENDATIONS (HET BO). POURED CONCRETE BEAMS UNLESS OTHERWISE SHOWN ON PLANS. DROP BOTTOM OF BEAM AT WINDOWS. DOORS i..ND MASONRY OPENINGS AS REQUIRED TO PROVIDE A CONCRETE CLOSURE BETWEEN THE BOTTOM OF THE BEAM AND WINDOW AND/CR DOOR HEADER. MAXIMUM DROP SHALL BE 16" (TWO BLOCK COURSES) AND SPAN EQUAL TO MASONRY OPENING WIDTH. PROVIDk: TWO #5 AT BOTTOM OF DROP INCLUDING #3 TYPE S 6 TIES AT 24" O.C. EXTENDING TO TOP OF BEAM REINFORCING. I'= THE LINTEL EXCEEDS THE ABOVE LIMIT OF DROP, A SEPARATED LINTEL SHALL BE PROVIDED AS FOLLOWS: BOT. BARS L1. OPENING LESS THAN 6'0" WIDE 8" X 8" W/2 #5 L2. OPENING BETWEEN 6'0' AND 1210". all X 12" W/2 #6 GOT. BARS LINTELS HAVE 8" NINIHIM BEARING AT EACH END. STEEL ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST AISC CODE. STRUCTURAL STEEL SHALL CONFORM TO ASTM SPECIFICATION A36, ALL STEEL TUBING SHALL CONFORM TO ASTM SPECIFICATION A-500 GRADE B (FY=45KSI). All steel to have a shop cost Of rust INHIBITIVE PAINT. ALL SHOP AND FIELD WELDING SHALL BE PERFORMED BY WELDERS QUALIFIED. AS DESCRIBED IN "AMERICAN WELDING SOCIETY'S STANDARD QUALIFICATION PROCEDURE' (ASW 01.1), TO PERFORM THE TYPE OF WORK REQUIRED. ALL STEEL WELDING RODS SHALL BE E70XX ELECTRODES. MASONRY MASONRY UNITS SHALL BE ASTM C-90 GRADE N WITH MINIMUM COMPRESSIVE STRENGTH OF 1500 PSI ON NET AREA OF INDIVIDUAL UNITS. ALL CMU SHALL BE LAID IN A FULL BED OF MORTAR IN RUNNING BOND U.O.N. ALL MORTAR SHALL BE TYPE S (OR TYPE M) IN ACCORDANCE WITH ASTM SPECIFICATION C-270 WITH A MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS (2500 WITH TYPE M). GROUT SHALL BE A HIGH SLUMP MIX (S"-11') IN ACCORDANCE WITH ASTM SPECIFICATION C-476 HAVING A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. ALL CONCRETE MASONRY BEARING AND SHEAR WALLS MUST BE INSPECTED BY A QUALIFIED ENGINEER AND CONSTRUCTED IN ACCORDANCE WITH THE 'SPECIFICATION FOR THE DESIGN AND CONSTRUCTION OF LOAD BEARING CONCRETE MASONRY" PUBLISHED BY NATIONAL CONCRETE MASONRY ASSOCIATION. EXTERIOR WALL SHEATHING WHERE REQUIRED. SHALL BE 19/32 APA EXTERIOR CONNECTING WOOD FRAME MEMBERS: CONNECTIONS NOT SPECIFICALLY INDICATED ON THESE DOCUMENTS SHALL BE AS SPECIFIED IN SFBC 2911.1 "NUMBER OF NAILS FOR CONNECTING WOOD MEMBERS" HARDWARE SCHEDULE 1. KEYED ENTRANCE W/PUSH BUTTON INSIDE LOCK WHICH CAN BE UNLOCKED BY ROTATING LEVER SCHLAGE AL53PD. AUTO CLOSER DOOR STOP WEATHERSTRIP EXIT SADDLE THRESHOLD 1/2" HIGH MAX. 2. KEYED CLASSROOM LOCK ALWAYS UNLOCKED FROM INSIDE, KEYED OUTSIDE SCHLAGE ALBOPO AUTO CLOSER WEATHERSTRIP EXIT SADDLE THRESHOLD 1/2' HIGH MAX. 3. BATH PRIVACY LOCK SCHLAGE AL40S 4. PASSAGE LATCH SCHLAGE AL105 AUTO CLOSER 5. STORAGE ROOM LOCK SCHLAGE AL80PD AREA: OFFICE 382 s.f. CONCESSION 616 s.f. RESTROOMS 876 s.f. TOTAL BUILDING 1e74 s.f. FLOOR PLAN SCALE:l/4•=1'-0' Y RLVIJ IL"D WT. 3/17/97 NOUN it 4t,911 Ck utS�ra > i Swi �iAl El UQ� 0<r r i W m O 1bN ¢ S2 25 r YQl � V 9 0E Igh 1Y S J -mo_$e$u� � 51.1 E 848 ❑ ❑ N 0 O J t� O O 0 z / U7 II N +D O_ J LL1 O OL 7 w V) N ® X U o +r m ~ M I O 0 = 0 - U 04 N N ¢ F, Q < dD�aLn �t - O v .. ~ a au- C� a LJ H ® ~ w Uj F Z V 68 Z r U 3 > o G9 O G J Ld N - M co W C ? Q r>� V) � g 0 U. m Q �' 0 0 O a ._ ¢� OLLJ DO �cva <_ W Q�o w� �Z U O o q A w l O W � l P� v DATE OS OCT 1997 DRANM BY: Z.N.J, CHECKED BY: J.S.S. SCALE AS NOTED PROJECT NO. C922 SHEET W. 2 e� LEVER HANDLE P R O F I PCrBOX 3030 TELEPHONE: (407) 462-2312 "�ERCE, FL 34950 FAX: (407) 4 2.2325 OCT 2 91997 N �E 0. d IN SLOPE -t2' -0" 12' _Ole 9' _4" _ n 9' -ti" 1' 10' -4" pp' _4n 5'-7" 5'-2" 1'-5' 1#5 E4'-0" O.C. Jc0 N NO STEP NO STEP oice: 1210 • — — — — — — — — — — — — — — 1. 1/2" RECESS ❑• } 1/2' RE ESS / — 7 � F-1um ♦/ / `� F-1 I I I\ t 1 I\ \\ / I I I \ � I \ t p 1 F-21 I / ♦` I // I � / m / p • 1 4' TH: 2600 P.S. I. COAIC. a 0 • Z/ i • (D / 1 I U/6" nob10/10 Ll. W. 1'E94, OVS2 ' SINKI / \\ TEi2II'7E a-Em FILL. 51 . / 6 HAND' I v 1 \ / SLOPE ONLY �� // SLOPE 1 1 t \ / 1 \ / NO RECESS--`� / 9 ❑• • I I \FD /� I FLOOR SINK \ �0 F I .�. 9 1 �O I¢ .FD r IN I If"-- I ) 1 1 - -`_ W/ 3" TRAP 1i 1 - -- O IF-1 p _ - I N I 1 1 3 COMP SINK 0 1 0 I>< y1 4l{L_J�11 0 1 u 30\ iw I 1 I •_5" 6, 191_01• _� 6,6'-0" r ♦ 22'-11" 6-i I \�Q-.-�� • i SLOPE ONLY ` SLOPE I • FD ` / y 1j / \ NO RECESS I /// 1 C� 0 6 I/ / FOV I (L `� F-1 I I I I / �` t I/ 1 /r m O J � 1 • I t• I I I• I/ \ / N \� 1 1 LAP ALL CORNER BARS 30' EA. DIRECTION 6 i 1I I / �. � F-1 \ / � U.H. 1 L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ — — _ _ — — 1 L,/ �I 1 - _ _ _ _ _ _ _ _ — } _ _ i \ t • I p HE] Rl 121 ISF-- NO STEP SHOWER RECESS 1 1 1 105 34'—O" O.C. SEE CAN WASH DETAIL 4' TwK �' 0L.AB a I I 10 FD m W0>6' 10/10 WAL PEN4. O.ER 1 p Q t J e" X 8' Tw- FTG. 4V H. r-----1�/2'rRECESS---- o t -- -- - - --T - (� 1 t6 cow. Q •❑ Q11 1511811 14 - - - - - I NO STEP 4 4 1 3 _7 4'-4" 3_64_0�� 4,_4" I 2'-6„ 7-_4" 4'-5" 3'-4" A 5'-0" 3'-4" 15 ' -B " 23._q, 3 6 ' -0 " _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _,.._t _ _ _ 72'-0" STUCCO HARDWARE & HINGES SHALL BE ATTACHED PER MAUNFACTURE'S PRODUCT APPROVAL SPECIFICATIONS EXTERIOR RABBITED JAMB ATTACHED TO DOOR BUCK AS INDICATED ON APPROVED PRODUCT APPROVALS BACK OUT 2 HINGE @ SCREWS E HINGE SIDE 8 REPLACE W/ 2-3/15"x3 3/4" TAPCONS W/ MIN. PEN. 1 3/4" INTO MAS, OR CONC. GROUT UNDER TI RECESSED SILL W/ C. TILE MAX. SHIM SPACE 1/4" A AROUND HEAD AND JAMB 2"x4" PT WOOD BUCK ANCHORED TO MAS. WITH W/ 1/4" TAPCONS S" MASONRY SPACED 12" O/C DRYWALL MAX. 4" FROM EDGES (MIN. PEN. INTO MAS. OR CONC. 1 1/2") ALUMINUP4 THRESHOLD ANCHORED TO SLAB EXTERIOR DOOR FRAME DETAIL FOR PRE —HUNG UNITS SCALE 2"= 110" STUCCO CAULK ALL AROUND WINDOW FRAMES SHALL BE ANCHORED DIRECTLY THRU BUCKS AND INTO MASONRY WITH 3/18" TAPCONS WITH A MIN 1.75" PENETRATION INTO MAS. OR CONC. 8 SPACED NOT MORE THAN 6" FROM EACH END AND NO MORE THAN 24" O/C THRU OUT HEAD AND JAMB. SILL ANCHORAGE SHALL NOT BE REQUIRED IF BOTH DESIGN WINO PRESSURE IS LESS THAN 51 PSF AND THE WIDTH OF THE OPENING IS LESS THAN 72". HEAD AND JAMB SILL MASONY OR CONCRETE DRYWALL AND FURRING GAP NOT TO EXCEED 1/4". SHIMS MUST BE BE USED AT THE POINTS OF ANCHORAGE TO FILL VOIDS (1/4" SHIM) 3/4" P.T. WOOD SHIM ANCHORED TO MAS. AT BOTH ENDS OF MIN. 24" PIECES WITH 100 EGIV. PNEUMATIC FASTENERS. WITH A MAX. GAP BETWEEN PIECES OF 1/15" WINDOW FRAME SILL POURED OR PRECAST SILL WINDOW FRAME DETAILS SCALE 2"= 1'0" CAN I -WI ScN : 1/2' - 1' -0" O m 1#5 P WIRE MESH GRAIN .0 0. Imo• 1_ it ®o vo . 0 SrMIDL� NOOK rop & w-r-r. TYP. TIE DOLJ.J DL-T. FOUNDATION NOTES 1. FOUNDATION DESIGN TO MEET PSF W/SURFACE SOIL CONDITIONS TO BE VERIFIED AT BUILDING SITE BY AN APPROVED SOILS ENGINEER/TESTING LABORATORY, 2. ALL CONCRETE SHALL MEET 3,000 P.S.I. AT 28 DAYS, THE MAXIMUM SLUMP SHALL BE 5" (+1") 3. STEEL WIRE WELDED FABRIC SHALL MEET ASTM A185 REINFORCING BARS SHALL MEET ASTM A615 TIE WIRE SHALL MEET ASTM A82 4. MINIMUM CLEAR COVERAGE OF STEEL SLABS (EXTERIOR) 1-1/2" SLABS ( INTERIOR) 3/4" BEAMS AND COLUMNS 1-1/2" FORMED CONCRETE BELOW GRADE 2" UNFORMED CONCRETE BELOW GRADE 3" ALL BAR SPLICES SHALL BE 48 BAR DIAMETERS 5. CLEAN OUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF ALL CELLS CONTAINING REINFORCEMENT AND ANY OVERHANG MOTAR OF OBSTRUCTION SHALL BE REMOVED FROM THE SIDES OF SUCH CELL WALLS AND SHALL BE SOLIDLY FILLED WITH CONCRETE IN LIFTS NOT EXCEEDING 4 FEET IN HEIGHT. 6. TIE BEAM, PLATE, SOFFIT AND CEILING HEIGHTS ARE TAKEN FROM FINISH FLOOR SLAB e 0'-0". 7. ALL EXTERIOR BLOCK WALL OPENINGS GREATER THAN 8'-0" WIDE SHALL HAVE A POURED IN PLACE CONCRETE TIE BEAM W/2 No.5 TOP AND 2 No.6 BOTTOM. OPENINGS 8'-0" WIDE OR LESS SHALL HAVE 2 No.5 TOP AND BOTTOM. ALL THE TIE BEAMS SHALL BE A MINIMUM OF 8"xl2". ALL TIE BEAMS SHALL EXTEND A MINIMUM OF 8" OVER ENO SUPPORTS. B. THIS FOUNDATION HAS BEEN DESIGNED USING RATIONAL ANALYSIS AND SHALL NOT REQUIRE THE USE OF TRANSFER STEEL, ONLY DOUBLE PERIM. MESH AS INDICATED TO GRADE 4" h CONNECT TO EXIST. —9 SEWER LINE FOOTING SCHEDULE SYMBOL TYPE DESCRIPTION 16"xl6" CONC. FTG. W/2 No.5 CONT. AND F — I EXTENDING 30" BEYOND e e 3 MES LAP RECESS SLAB 1-1/2" FOR BLOCK WALL 16"xl2" CONC. FTG. — 2 W/2 No.5 CONT. W/ NF + 2- LAYERS MESH EXTENDING 30" BEYOND 30" MESH LAP EA. DIRECTION EA. SIDE ASPHALT SHINLGES ROOF OVER 15# ASPHALT PER S.B.C. 1505.4.2.2 APPLICATION SHALL BE PER S.B.C. 1509.4 19/32" APA 4 PLY EXTERIOR ROOF SHEATHING (3012 GRADE) SHEATHING NAILED 6" O/C EVERYWARE EXCEPT 4" C/C ON EDGES AND EVES USING 8d COM, SEE ROOF FRAMING PLAN FOR FASTENERS GALV. METAL FLASHING ON P.T. 1"x2" DRIP STRIP lx6 WD FASCIA ON 2X4 SUB FASCIA 2X4 NAILED TO TRUSS WITH 2 l6d COM. 4'-0" 5/8" STUCCO FIN ON GALV.HIMRIBBED METAL RIB LATH W/74x25" SCREEN VENT @ 8'-0" O/C 1/2' STUCCO ON 8"x8"xl6" CONC. BLOCK LADDER TYPE HORIZONTAL JOIMT REINF. 16" O.C. VERTICALLY. THRU OUT. FIN. FLOOR _ GRADE ---- 12" MIN. BELOW GRADE 16"xl6" FOOTING W/2#5 CONT. E - INDICATES RE -FORCED MASONRY UNIT W/l #5. WITH GROUT FILLED CELL LAP DOWELS 30 DIAS. USE STANDARD HOOK PRE-ENGINEERED WOOD TRUSSES 12 51 rr 2"x6" P.T. NAILER W/ 3" PAF AT 12" C/C 2x4 BRACING CONT. E 6'-0" O.C. RESTRAINED AS INDICATED IN DETAIL ELEV.= R-1CLG. T.0 . . .8. DIRECTLY ATTACHED TO TRUSSES -- �STANOARO ACI HOOK Sx12 CONC. T.B. W/4 No.5 BARS CONT. RETURN 2 No.5 BARS AT LAP CORNERS 36" E.W. EXPOSED C.B.S. OR 1/2" GYP 8D. ON lx3 FURRING E 16" O/C W/ R-4.3 ALFOIL INSUL. �l #5 REBAR IN GROUT FILLED CELL 8 6'-0" O/C MAX. CONCRETE FOOTING (SEE SCHEDULE) II 2 THICK 2500 PSI CONC. SLAB A W/6"x6" 10/10 W.W.M. OVER a PPROVED VAPOR BARRIER Ife e�/ S� STANOARO ACI HOOK 2500 P.S.F. SOIL BEARING CAPACITY WALL SECTION DETAIL 1/2"= 1'-D" /;rvISI(1NG RYt 3/17/97 3 -_ s�yi M CCCCCJ4�b ❑ 2NflIyyly pS FC0<Fiy F z r ttNSS �WZLNl2N 4W1 p 01ii=i11€' i 1 i 1 D 0 N 1— o r J 0 z m ^ '0V / cr W o o� i q oU) a U co as e®� m LJ LJ M I 0 ® U a r n 90 ce (n W cn Lo 00) U' � LL Q1v Ld OL a, J q«aF Cw 68 — z. ® ~ H w wZ 4� U 69 of r B. Q Q iD U 3 i o LL — M L M q J W w 0 4•' z - U Q N �� O O•-m O W m c 000 O d'- W J _� Q U' C (N 0LLJ m w Lj W �2 Q Q, o woo U � w � � q O O Q_ V O �1 T � TV` V DATE 08 OCT 1997 DRAWN BY: Z.M.J. CHECKED BY: J.S.S. SCALE AS NOTED PROJECT NO. C922 SHEET NO. er� N y£ fts O f SDK N. T. 5 FOUNDATION PLAN SCALE: 1/4'=V -0' OCT 2 91997 e 12 5 ----- N -1 PRE -CAST LINTEL PRE -CAST LINTEL F O L 1.. 3/Ox6/8 3/0x6/8 ZSTUCCO FINISH a I Lj ID - I � - - - - ' - - - - - - - - - - - - - - - PRE -CAST LINTEL - - - - - - L PRE -CAST LINTEL LINTEELL, - L PRE -CAST LINTEL _ III III 3/0x6/8 3/Ox6/8 LLEVATION - RIGHT SCALE ELEVATION - LEFT SCALE:1/4•=1'-0^ B ZSTUCCO FINISH I CONC. SIDE WALK ICAL ALL AROUND CONCESSION 0' o FIN. FLR IMPERVIOUS FINISH ON WALLS AND FLOOR 4x4 CERAMIC TILE ON PLUMBING WALL ONLY 36"'REAR GRAB BAR' 42" SIDE GRAB BAR T.P. DISPENSOR` 0 FIN. FLR s I n I ELEVATION - FRONT SCALE 1/4'.1'-@' 12 15 HOOD IFJSTALLATSON CONTRACTOR 51-IAIJ-. SN5TAL.L. DUCT A"D 4� A D 51-i.A1 L- PROPL'Rt._Y FLASV-I Ad.D t2FOI RCKA--lJC, FOR A LIAYERPROOF SEAL. HIKICtED EXHAUST FAN m 6/6" TTPE " X" DLJ SN52CE 41.D CUT OF SI-4iFT , 'UT 34" X34" F-I IN ROOF SLAB �� • FIRE STOP- " CLJ�. ALL ApOLJND � r �"w A FAA1- F-'IC44T 7 4' CONC. SIDE WALK TYPICAL ALL AROUND CONCESSION 0'-0" i FIN. FLR ELEVATION - REAR SCALE: 1/4"•1'-0' �� SEAT GRAB BAR 17 I ti � e I i r SEAT 17" A.F.F. I SHOWER OETAIL_ SCALE: 1/2'-1'-0' it 1 1 1 1 1 r10' I"ISN_ PPP-FAB Ti APPLY FIRE STOP a ^ GLEARA�JG'E ALA AnOLUKD PPLY FIAT= CAUL_1C S�Y DUCT Ll 1 \ GREASE ORIF STAINL_ESS e FLi_L HESC4-41 roll FISN 4TTACH HOOD TO CEILINIC L11TH 4 - 5/8" DSt�_ 11-IREADEE) RppS Ly(2x 1141, t-- CEILING FIRE D.V-pefa OI 1143 GA. , eff-Dex> t TT S4a LE55 5 , L_ F_I EiAG7C SP.,014 B' -O" L.ISDE crul� I � 0 1 m AL-1- LJCP4 04- COKFOR^I TO KFPA Ciro-lggl 5RPTSOVIDE AN TE F(%2 P �T CT"2TON OFCDUCT 9Y9 F CREA5E ;2e'IOVA _ DLVICES. F{gL- U_ R_T' 414D "OI)o. SUCH OTSTe" 0H4L.1- AL.JTOL'1ATSCAJ- -T SHUT OFF AL,L el Qce4 , OF PUEL TO .fT-i-_- EQulTn E' "T L4.DER TL{a HOOD AREA PE?2 NFPA 12 AND 1-7. PQOVIDE A POR7'.ABLE FIRE EXTSNGIJ25HZNG UNIT 1'N T"e HOOD A;2 A PER NFPA 10- FRONT `✓IEW RESTROOM ALL FIXTURES• CONTROLS, BARS. ETC SHALL COMPLY WITH FLA. ACCESIBILITY CODES SECTION 4.15 THRU 4.26 SHOWER CONTROLS 36" ABOVE FLOOR SHOWER UNIT SHALL HAVE A MIN. 60" HOSE FOR HAND HELD USE PROVIDE ANTI -SCALD DEVICE ON ALL SHOWERS. FLOOR TO BE NON -SLIP CERAMIC TILE OR EPDXY SEALED CONCRETE 2-COAT EPDXY PAINT OVER MR GYP. BOARD TOP IMPERIOUS SURFACE OR CERAMIC TILE 34"X42" POLISHED MIRROR CERAMIC TILE TO 6'-0" AFF 0 84"X42" POLISHED MIRROR t0 GRAB BAH E36" AFF SEE DETAIL LAV LAV LAV 4" MIN. f WC LAV I .. WC 9 WC NC M- 0 M _0 SEAT x Z 4 B H I H m Z 0 PI INSULATE ALL EXPOSED i o 0 1 HOT WA -DER PIPING N a)q N to o _-. 1B" n M B A A A 125 500 1800 1 I I I I I I I I I r— I I I I I I I I I 1 1 I � I Q r r I I I I I I I 1 I I I I I I I I I A A A A 1368 7 500 125 P 00 —PRECAST LINTEL W/ 1#5 CONC FILLED ti I I / 1 /c I P C. P.C. I I a mum-- ©o 0 0 © Vill o a1 1210 E a 2 a o , / / Pf E-ENGINEE E 24" 3ED WE /C TRUSS ' lx LATORg B ACING' Q � , MA> IMU ROOF U LIF cn �_ ------ - --- - -- -- - ------ -- - - am ❑• ' ` w O w ❑ / / lx LATER L BRACING LL CD I Q A /' I �\ A ` `\ 136 ` 368 X4— I o 121 0 tio TR ITEI a a o LAP ALL CORNER BARS 30" EA. DIRECTION ( TYP. ) CONNECTION SCHEDULE TYPE OF CONNECTORS A CAPACITY OF 143 LBS. OF UPLIFT PER 10d NAIL CONNECTION UPLIFT 151 LBS. OF UPLIFT PER 16CINAIL OR VALUE W/FULL EMBEDMENT OR CLINCHF-D MARK TYPE OF CONNECTOR NOTES A SEMCO TAPR 214 10d FASTENERS PER MANUF. SPECS B HUGHES USC 5 W/2- 3/4" WEDGE ANCHOR CAPACITY -6920# NOTE: PNEUMATIC FASTENERS SHALL BE USED AS SPECIFIED FOR THE FOLLOWING APPLICATIONS LOCATION FASTNER SIZE MANUFACTURE MODEL NO. SPACING PLYWOOD WALL .131X2 1/2" PRUDENTIAL BLDS SPBRMG 6" O/C E PANEL EDGES AND SUPPORTS SHEATHING MATERIALS 4" O/C E CORNERSDIATE PLYWOOD ROOF .131X2 1/2" " SP8RMG PANEL 6" E INTERMEDIATE SUPPORTS SHEATHING O/C 4" 0/C E GABLES 8 EVES 1X2 P.T. FURRING INTERNATIONAL STRIPS APPLIED .113X1.1/2" HC STAPLES AND 422428 16" O/C TO EXT. MAS WALL MACHINE CO. EXTEDOORRIOR WRAPSIANDW AND 099X1.1/2" HC 422428 6" O/C SURROUNDS WOOD BOTTOM SILL PLATE .099X1.1/2" HC " 422428 MAX. 24" 0/C (NON ARING WIRE LATH 120X1.1/4" PASLODE 404595 SIDE6LAPSCSECURED TO SUPPORTS AND TIED BETWEEN SUPP. E 9" O/C SEE WALL SECTION TIN CAPS .120X1" CENCO HJI3ATA GALVANIZED NAILS ONLY „ MAX 4" O/C DRIP EDGE .120X1" " GALVANIZED NAILS ONLY FIELD EDGE .120"X3" HITACHI 58MEKAJ SEE MANUF'S SPEC. RAKE EDGE .120"X3" " SEE MANUF'S SPEC. HOL.MET.FRAME GROUT SOLID 3 JAMB ANCHORS PER JAMB TYP. INTERIOR FLU5H--\ \ -CAULK r 2 J � DOOR B" CMU CAULK STUCCO 3/8" KB W/SLEEVE FILLED CELL (=ILL ALL HOLES HM DDDR FRAME SCALE 1 1/2"= 1'0" ROOF NOTES 1. WOOD TRUSSES, WHICH ARE FABRICATED BY A LICENSED FABRICATOR, SHALL BE FURNISHED IN ACCORDANCE WITH DESIGNS PREPARED, SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER AND THE SPECIFICATIONS AS OUTLINED BY THE "NATIONAL DESIGN SPECIFICATION FOR STRESS GRADE LUMBER AND ITS FASTENINGS" BY AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (LATEST REVISION) AND °DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES", BY TRUSS PLATE INSTITUTE. 2. THE DESIGN AND SHOP DRAWINGS, AS WELL AS THE FABRICATION OF WOOD TRUSSES. WILL BE SUBJECT TO THE INSPECTION AND APPROVAL OF THE PROJECT ARCHITECT AT ALL TIMES. 3. THE HANDLING, ERECTION AND FIXING OF WOOD TRUSSES SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS NOTED ON THE DESIGN DRAWINGS OF SAID WOOD TRUSSES. 4. ALL TRUSS SEATS INCLUDE PRE -ATTACHED TSS. ALL TRUSS HOLD DOWN HARDWARE SHALL BE MANUF. BY SEMCO W/ FASTENERS AS SPEC'O BY MANUF. APPROVED DETAILS 5. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT BY AN APPROVED TRUSS MANUF, 6. NAIL ROOF SHEATHING W/Bd COM, E6" O.C. THRU OUT 9 4" O.C. ALONG EDGES AND 4'-0" IN FROM EAVES I I I I I I I I I I I I I I I I I � r Q I r I I I I I I I I I I I I I I I I 1 I I I � 4 Fe 8 A A 90 500 125 H-1 1 C' BAY, ) TOP BAR rk1 1 1 1 1 1 1 1 I I I 9EE BOTT. BAR NOTE 10 HOOP. OR BTIRQUP9 .PACED FPpM 3lJPPORT E-BAR TOP BAR 8• MIN. ( TYPICAL) m 8-3 � C4 TILEVER '�" t E_BAR '�- TpP BAR p a.0AP10 '-BOTTT. BAR HOOPS OR STIRRUPS SPACED FROM 8 UPPORT FACE AS SCHEOULEO BOTTOM BARS -TOP BARS -"E" BARS BENDING DIAGRAM FOR CAST IN PLACE CONCRETE BEAMS & SLABS GENERAL BEAM SCHEDULE NOTES: 1. SCHEDULED HOOPS OR STIRRUPS SHALL BE PLACED AT EACH ENO OF BEAM UNLESS NOTED OTHERWISE. STIRRUPS SHALL BE TYPE S-6 & HOOPS SHALL BE TYPE T-2 CRSI BAR BENDS UNLESS NOTED OTHERWISE 2. BUNDLE ALL STRUCTURAL BEAM TOP BARS IN PAIRS OVER SUPPORTS WITH TOP BARS FROM ADJCENT BEAMS. 3. ALL CONCRETE BEAMS OTHER THAN THOSE WITH THE PREFIX TS SHALL BE POURED PRIOR TO PLACING OF BLOCK BELOW 4. ALL TIE BEAM REINFORCING SHALL BE CONTINUOUS THRU TIE BEAMS ONLY ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS 5. ALL TIE BEAM TOP & BOTTOM REINFORCING SHALL EXTEND INTO SPAN OF ANY ADJCENT STRUCTURAL BEAM AS PER BENDING DIAGRAM 6' DROP BOTTOM OF TIE BEAMS AS REQUIRED AT WINDOW AND DOOR HEADS (28" MAXIMUM) AND ADD 2#5 BOTTOM IF DROP EXCEEDS B" 7. TIE BEAM SCHEDULED ARE MINIMUM AND MAY BE INCREASED (6" MAXIMUM ) TO FIT BLOCK WORK 8. ALL ADDED LONGITUDINAL BEAM REINFORCING SHALL EXTEND 6" MINIMNM INTO SUPPORT UNLESS NOTED OTHERWISE S. MARK "C" IN REINFORCING COLUMN BETWEEN TWO BEAMS INDICATES THAT REINFORCING SHALL BE CONTINUOUS THRU THESE TWO BEAMS. 10.ONE-QUARTER OF MAXIMUM BOTTOM REINFORCIN9 STEEL AREA OF EITHER ADJCENT SPAN SHALL EXTEND THRU SUPPORT AND LAP WITH A CLASS "A" TENSION LAP SPLICE ON EITHER SIDE OF SUPPORT, OR HOOKED G END SUPPORT. i 9 m 1 m 2x4 CO BOTTOM W/ 2-8 TRUSS. LAP 2X AS SHO DIAL. AT END 20' 0/ NAIL S m IN THE m THIS F ENO WA MAS. WAL — a T H a[ w z z w r, 0 JTI CH J CUM. U OR US LATERAL 3 BRACING IN EACH w z w U ' S, SIN TWO TRUSSES SO�ti Q m m 2X4 AN C OSS BRACE T N CASE IRS. 0 GABLE EN HALL BE Z" IN -L FR3M NRY T %TR --W 0" HIP Y U a 6' GIRDER, 0" 6' N ER T CENT R TYPICAL LATERAL BRACE AND RESTRAINT ROOF FRAMING PLAN SCALE:1/�'=1'-0' REVISIONS !S7 3/17/97 811l U4V y��JyC' pgill! Q if O ZY iz O 55�� n�5 {�BBYs'yp�$��_ y W T11 El 4�� p�� 0<ON JJ4Z F F "i'<' YW .. L LLLLS W < w $$�� QW g Y (Z� Bb�sK �'�bffib o BS '�bbv b ZYB� m E j4S�a Y�828 ❑ ❑ N ~ O J � O Uz Cn N '^ V O: J LJ a O I. 7 a V) (n ® O U 10 < �mII_ o0 I ®U V N a'nn n Of Q a N -O (A Ln W a a � b•e � H w ® ~ ~ W w {� Z — U g = (� Z H �Qa �lw0 3 >o q0� J W V) orM W _ (t�UO o a�c 0 cN z W W0g <ao LJ ®•Z � w�U Q q [Q)[ L`I o w a • r� V �<I DATE 06 OCT 1997 DRAWN BY: Z.M.J. CHECKED BY: J.S.S. SCALE AS NOTED PROJECT NO, C922 SHEET NO. 5 N1,71S �sy ff015�4 OCT 2 91997 IN COUNTER LP-7 GF CCN CES(ICN LP-10 LP7. N -7 C GF LP-7 23 N3R 'vn 21-1 0 EXHAUST/SUPPLY HOOD LP-7 W/ANSUL SYSTEM —� (BY OTHERS) �- - - - - - - - - LP-35/37 46"A.F.F. LP-31/33if LP-6 �! TO EXTERIOR SERVICE C O LP-1ENTRANCE DISCONNECT LP-1 LP-2 1 LP 4 240AFNi r ILP-32 /LP-5 REFRIGERATOR ,AHU-i LP-1 PANEL 3200ASN3R p — 'Y 'LP' HEIGHT AS REQUIRED )0 �I-5 BY HOOD SUPPLIER � I METER \il LP-36/318 200A1 30 LP-1 120/208V O N3R O tP-so/// /LP-36/38 LP-40/42 ALP-40/42 \\ LP-5 y I.P- ❑ rL �, \ 250AF Ni jl re A n F.l : T.l n n !I tl GROUND OUTLET BOX - �I-I, RECEPTACLE _ GROUNDING CONDUCTOR GROUNDING [GREEN LUG SCREW y — # TAPPER HOLE N _ IN BOX _ } 0 GROUNGIIiG SCREW !-... -jf10 �;? `! HEXPOON LEAD t'. t HWASHER FACE SCREW [TYPICAL] _ CONDUIT—�`I=� WIRE NUT [TYPICAL) -^a ' GROUNDING CONDUCTOR '; III SHALL BE CONTINUOUS SO I THAT REMOVAL OF DEVICE I WILL NOT INIIERFERE WITH -� I. CONDUCTOR CONTINUITY.' GROUNDED RECEPTACLE INSTALLATIONI S NT, r ELECTRICAL LEGEND 120V, GROUND FAULT INTERRUPTER, DUPLEX RECEPTACLE ® 120V, DUPLEX RECEPTACLE CEILING MOUNTED 120V, DUPLEX RECEPTACLE 120V, DUPLEX RECEPT ABOVECOUNTER 120V, QUADRUPLEX RECEPTACLE 53 TOGGLE SWITCH, 3-WAY 5 TOGGLE SWITCH 5 T TAMPER PROOF LOCK SWITCH 5 L TOGGLE SWITCH W/INDICATOR LIGHT TELEPHONE\DATA OUTLET 43M DISCONNECT SWITCH r1J J-BOX, WALL MOUNTED Q J-BOX, FLOOR MOUNTED HEIGHT AS REQUIRED BY CABINETRY WP - WATERPROOF NIC - NOT IN CONTRACT PE - PHOTO ELECTRIC EWH - C-W li R HEATER VP VAPOR PROOF 6FI - &UQ-Mp �ULI- IWTQtWy,' EC CLES, l TOGGLE SWITCHES, THERMOSTATS, Ei . SHALL COMPLY WITH THE HANDICAP CODE. .l....... ... LP-3 BACKBOARD 4 SURFACE MOUNTED INCANDESCENT FIXTURE, 120 VOLT, W/BULB GUARD ELECTRICAL PANEL 4 (REFER TO PANEL SCHEDULE) 8 SELF POWERED BATTERY PACK EXIT SIGN/LIGHT, CONNECT TO LINE SIDE OF LOCAL LIGHTING CKT. 4 BATTERY POWERED LIGHT EMERGENCY, CONNECT TO LINE SIDE OF LOCAL LIGHTING CKT. WP EXTERIOR SPOT LIGHT 4cp" NEMA 3R CONSTRUCTION >> 150 WATT, 120 VOLT, W/PE EXHAUST FAN, 1/16 HP OR SMALLER UNLESS OTHER WISE INDICATED ❑SURFACE MOUNTED 2'X2' FLUORESCENT FIXTURE, 120 VOLT SURFACE MOUNTED 2'x4' FLUORESCENT FIXTURE, 120 VOLT SURFACE MOUNTED INCANDESCENT FIXTURE WITH BULB COVER, 120 VOLT ©RECESSED INCANDESCENT CAN TYPE FIXTURE, 100 WATT, 120 VOLT ORECESSED INCANDESCENT CAN TYPE FIXTURE,W/VAPOR PROOF COVER, 150 WATT, Vp 120 VOLT, LISTED FOR WET CONDITIONS RECESSED INCANDESCENT CAN TYPE FIXTURE,W/VAPOR PROOF COVER, 100 WATT, 120 VOLT, LISTED FOR WET CONDITIONS 23� N31t� CU-1 CU-2 - 2 260AF Ni i LP-9 1 " j SHOWER 42"A.F.F. % j lul I I I — / 42"A.F:F. SHOWER ;:�II�II�II F=.� Fr--. WOLEN' S Le�q' AHU-2 42"A:F:F. �I LP-5 j0 LP-3 4t EWH-1 o: I XIE -- 1 O I STG. lij I %% STG. z Ni ``) EWH-2 - I N ELECTRICAL FLOOR PLAN SCALE: 1/4" = V—O" GENERAL ELECTRICAL NOTES 1. ALL WORK SHALLBY CONFORM WITH ALL LOCAL, STATE, FEDERAL ORDINANCES 6. CONTRACTOR SHALL BE N START OF WORK CONSIDERED AS ACCEPTANCE BY HIM 18. PROVIDE EMPTY PVC RACEWAYS (SERVICE ENTRANCE) FOR TELEPHONE Co. & AND BUILDING CODES GOVERNING THE INSTALLATION OF THE ELECTRICAL OF ALL CLAIMS OR QUESTIONS AS TO SUITABILITY OF THE WORK OF OTHER CABLE TV Co. AS PER THEIR REQUIREMENTS AND DIRECTIONS. SYSTEM. IF WORK AS LAID OUT, INDICATED OR SPECIFIED IS CONTRARY TRADES OR OTHER CONTRACTORS TO RECEIVE HIS WORK. THIS CONTRACTOR SHALL TO OR CONFLICTS WITH LOCAL ORDINANCES, BUILDING CODES AND REGULA- REMOVE AND REPLACE, AT HIS 'EXPENSE, ALL ELECTRICAL WORK WHICH MAY HAVE 19. PROVIDE ALL WIRING DEVICES. TIONS, THE CONTRACTOR SHALL REPORT IN WRITING TO THE PROJ. MGR/ TO BE REMOVED BECAUSE OF INTERFERENCE WITH OTHER TRADES. ENGINEER BEFORE SUBMITTING A BID. THE PROJ. MGR/ENGINEER WILL 20. IDENTIFY CLEARLY ON A TYPE WRITTEN FORM ALL CIRCUITS AND EQUIPMENT THEN ISSUE INSTRUCTIONS AS HOW TO PROCEED. 7. THIS CONTRACTOR SHALL OBTAIN AND PAY ALL INSURANCE, FEES, PERMITS ASSO- TO CORRESPOND WITH THE PLANS AND PANELS SCHEDULE AND ATFACH CIATION DUES, ROYALTIES, .AND TAXES OF WHATEVER NATURE SHALL APPLY TO THIS INSIDE THE PERTAINING PANEL. 2. THE DRAWING ARE TO BE CONSIDERED DIAGRAMMATIC, NOT NECESSARILY WORK. HE SHALL ALSO PAY ALL INSPECTION FEES AS MAY BE REQUIRED BY LAW SHOWING IN DETAIL OR TO SCALE ALL OF THE MINOR ITEMS. UNLESS OR ORDINANCE AND SHALL KEEP THE OWNER HARMLESS FROM ANY DAMAGE AND 21. PROVIDE FIRE ALARM SYSTEM AS PER LOCAL AUTHORITIES REQUIREMENTS. SPECIFIC DIMENSIONS ARE SHOWN, THE STRUCTURAL, ARCHITECTURAL AND EXPENSE ARISING FROM ANY VIOLATION OF THE LAWS, RULES OR ORDINANCES. SITE CONDITIONS SHALL GOVERN THE EXACT LOCATIONS. CONTRACTOR SHALL 22. RACEWAYS: ALL UNDERGROUND RACEWAYS TO BE PVC, INSIDE CONCRETE FOLLOW DRAWINGS IN LAYING OUT WORK, CHECK DRAWINGS OF ALL TRADES 8. ALL WIRE COPPER, IN RACEWAY, UNLESS OTHERWISE SPECIFIED ON DRAWINGS. SLAB EMT WITH APPROVED SET SCREW FITTING, INSIDE PARTITION EMT OR TO VERIFY SPACES IN WHICH WORK WILL BE INSTALLED AND MAINTAIN APPROVED CABLE WHERE THE OUTER METAL JACKET IS AN APPROVED I MAXIMUM HEAD ROOM, OR SPACE CONDITIONS AT ALL POINTS. WHERE HEAD 9. WIRE UP COMPLETE ALL THE A/C EQUIPMENT AND CONTROLS AS DIRECTED BY GROUNDING MEANS OF A LISTED CABLE ASSEMBLY, FOR FLOOR PENETRATION ROOM, OR SPACE CONDITIONS APPEAR INADEQUATE, PROJ. MGR/ENGINEER A/C CONTRACTOR CONTROL WIRING SHALL BE SEPARATE RACEWAY FROM POWER USE ONLY EMT. SHALL BE NOTIFIED BEFORE PROCEEDING WITH INSTALLATION. THIS CONTRAC- WIRING. TOR SHALL, WITHOUT EXTRA CHARGE, MAKE FIELD MODIFICATION IN LAYOUT 10. PROVIDE RACEWAY FOR TELEPHONE SYSTEM. 1/2" CONDUIT 23. SHOP DRAWINGS: THIS CONTRACTOR SHALL FURNISH THE ENGINEER WITH AS NEEDED TO PREVENT CONFLICT WITH WORK OF VARIOUS TRADES OR FOR W/1900 BOX & SHOP DRAWINGS OF EQUIPMENT PRIOR TO PURCHASE FOR APPROVAL. PROPER EXECUTION OF THE WORK. SINGLE GANG MUD RING. TERMINATE IN CEILING SPACE W/COUPLING. 3. EXAMINE ALL DRAWINGS CAREFULLY PRIOR TO SUBMITTING A BID. CONTRACTOR 11. PROVIDE MEANS "FURNISH AND INSTALL'. 24. TESTING: THE CONTRACTOR SHALL TEST ALL WORK AND EQUIPMENT AS WILL BE REQUIRED TO FURNISH, INSTALL AND/OR CONNECT WITH APPROPRIATE DIRECTED BY THE PROD. MGR AND BY AUTHORITIES HAVING JURISDICTION, SERVICES ALL ELECTRICAL ITEMS SHOWN ON ANY OF THE ARCHITECTURAL, FURNISHING ALL EQUIPMENT AND NECESSARY PERSONNEL .AND ELECTRIC PLUMBING, AIR CONDITIONING, SPRINKLER, DRAWINGS WITHOUT ADDITIONAL 12. COORDINATE WORK WITH WORK OF OTHER TRADES TO AVOID ALL CONFLICTS. POWER. THE ENTIRE INSTALLATION SHALL BE TESTED FOR. SHORTS, GROUNDS EXPENSE TO THE OWNER. IF DISCREPANCIES, CONFLICTS, INTERFERENCES OR AND OPEN CIRCUITS, AND ALL DEFECTS SHALL BE DEMONSTRATED TO BE IN OMISSIONS OCCUR BETWEEN DRAWINGS, NOTIFY IN WRITING THE PROJ. MGR/ 13. DCOMPLETE JOB, EVERYTHING CONNECTED, READY FOR USE. PROPER WORKING AND OPERATING CONDITION TO THE COMPLETE SATISFACTION ENGINEER IN AMPLE TIME TO PERMIT REVISIONS BEFORE THE BIDS ARE OF THE ENGINEER. SUBMITTED. 14. PROVIDE TEMPORARY WIRING SYSTEM FOR USE OF ALL TRADES, ADEQUA�E FOR ENTIRE NEEDS OF THIS PROJECTS. 25. GUARANTEES: ALL EQUIPMENT AND MATERIALS SHALL BE GUARANTEED FOR 4. VERIFY SERVICE CHARACTERISTICS, LOCATION AND CONNECTION WITH TELEPHONE -- / ONE YEAR AFTER THE DATE OF ACCEPTANCE BY OWNER. AND ELECTRIC UTILITY COMPANIES PERFORM ALL WORK RELATED TO SERVICE IN 15. CONNECT ALL MOTORS, STARTERS, CONTROLS, DISC. SWITCHES, CKT. BKR. ETC., STRICT ACCORDANCE WITH UTILITY Co. STANDARDS AND REQUIREMENTS. WHETHER FURNISHED UNDER THIS CONTRACT BY THE GENERAL CONTRACTOR. 26. AT COMPLETION OF JOB THE ELECTRICAL CONTRACTOR SHALL GIVE THE OTHER SUBCONTRACTORS, OR THE OWNER. OWNER AN AS -BUILT SET OF REPRODUCIBLE SEPIAS SHOWING THE 5. INSTALL MATERIALS AND EQUIPMENT IN A NEAT AND FIRST CLASS WORKMANLIKE EXACT ELECTRICAL INSTALLATION. MANNER. THE OWNER RESERVES THE RIGHT TO DIRECT REMOVAL AND REPLACE- 16. PROVIDE PULL WIRES WHEN EMPTY CONDUITS ARE SHOWN ON THE PLANS. MENT OF ITEM WHICH, IN HIS OPINION, DO NOT PRESENT A NEAT AND WORKMAN- 27. BEFORE BIDDING THE JOB THE ELECTRICAL CONTRACTOR SHALL VISIT THE LIKE APPEARANCE. REMOVAL AND REPLACEMENT IS TO BE DONE IMMEDIATELY 17. PROVIDE LIGHT FIXTURES AS PER SCHEDULE. SITE AND BECOME FAMILIAR WITH ALL EXISTING CONDITIONS. WHEN DIRECTED BY THE OWNER IN WRITING, AT THE SOLE EXPENSE OF CONTRAC- TOR. REVISIONS BY: -I 7 — r — azc L - z_ zz z L -- � - J— C = O 'D _ v N Y r < z 3 :r .' Z M r r r Y1 �d r T r w � ry DATE 10/30/97 f DRAWN BY: S4 CHECKED BY:,AL SCALE 1 /4* = i'-0' PROJECT NO. 11804 i SHEET No. � I t , G� EFI'g OF - EXTERIOR INTERIOR 3#4/0-2 1/Z' METER 10, 120/240V O 3400A N3R PANEL NEMA 3R, 400A LP 3p4/0-2 1/2" 1/4 3g4/0-2 1/2" BLDG, FOOTER GRADE STEEL CW PIPE 5/0. X 10, Cu GND ROD TO POWER CO. DISTRIBUTION POINT ELECTRICAL RISER DIAGRAM N.T.S. ELECTRICAL LIGHTING PLAN SCALE: 1/4" = 1'-0" PANEL AMPS VOLTAGE CIRCUITS WIRE PHASE MAIN MOUNTING MANUFACTURER TYPE LP 225 120/240 42 3 1 MLO SURFACE ITE OR EQUAL LOAD CENTER CKT. NO. WIRE COND INCH CKT BKR SERVING WATTS CKT. NO. WIRE CDND INCH CKT HER SERVING WATTS POLE AMPS POLE AMPS 1 12 1/2 1 20 RECEPTACLES 1260 2 12 1/2 1 20 GRIL START IGN. 400 3 12 1/2 1 20 RECEPTACLES 380 4 12 1 2 1 20 FRYER START IGN. 800 5 12 1/2 1 20 RECEPTACLES 900 6. 12 2 1 20 HOOD LIGHTS 400 7 12 1 2 1 20 RECEPTACLES 900 8 - - - SPACE - 9 12 1/2 1 20 RECEPTACLES 1080 10 - - - - SPACE - 11 - - - - SPACE - 12 - - - - SPACE - 13 - - - - SPACE - 14 - - - - SPACE 15 12 1/2 1 20 LIGHTING 1700 16 - - - - - 17 12 -1/2 1 20 LIGHTING 1700 18 - - - - _SPACE SPACE 19 12 1/2 1 20 LIGHTING 1000 20 - - - - SPACE - 21 12 1/2 1 20 LIGHTING 1400 22 8 3/4 2 40 EWH-2 6,000 23 12 1/2 1 20 LIGHTING 600 24 25 12 1/2 1 20 LIGHTING 300 1 26 12 1/2 1 1 20 EF-3 370 27 - - - - SPACE - 1 28 12 1/2 1 20 EF-4 370 29 - - - - SPACE - 30 12 1/2 1 20 TELEPHONE 400 31 10 3/4 2 30 KEF-1 3328 32 12 1 2 1 20 REFRIGER.TOR 01 1200 33 34 12 1,12 1 20 REFRIGERTOR 02 1200 35 10 3/4 2 30 ESF-1 3328 3g 8 3/4 2 40 AHU/CU-1 4160 37 6 1 2 60 EWH-1 9,000 8 3/4 2 50 AHU/CU-2 6656 4/ 42 TOTAL 26,856 TOTAL 21,956 TOTAL WATTS LINE TOTAL AMPS LINE TOTAL. WATTS NEUTRAL TOTAL AMPS NEUTRAL 48,812 203.4 18,340 1 68.1 FEEDER THWN CU: 3#4/0-2 1/0' REVISIONS BY: ADEND., 11/17/97 MLS I Py � wI D WPg4 `-'Vsoza� D w'a mW xa, ; �DOPo y 9] � W � ,° m ONE W F LDN�'yp4wIF G '9 6O0 N VUPF+i ,y$P fO i W ppW D�f�D�g41i 4'YP oFzo4o zWV�i O, �i� V I•� Q � z P t �Ny y y ,x N a c Q YQP'��g' P�jNW�U6O„'0. fPaWYz2� D I`;Uz2D2 yw¢D m00®F a Df�4F��?Oi' �4�Vt� 77 11V ➢ es i..... 1197 W. NEWPORT CENTER OR. DEERFIELD 5CH, FL 33442 FHONE.;9341 429-CODS FAX, 9S4) 429-'1006 DISCIPLINE -ELECTRICAL EUGENIO ERpl11AG A. P.E. P,E. LICENSE # 19-P7 27.1 EAST SONRISE SLVO, FT. LAUOEROALE FL. 33304 O � O � I i- .ry F O H m H CD n oCD w cz w N a s o � ctS a ��-• � Fw V CD H F O a c CC$ b ai V z z z xQ�' z o w w QV) ¢ w on Q N W E"I r� F�4 O DATE 10/30/97 DRAWN BY: SA CHECKED BY:MLS SCALE 1/4" = 1'-0" PROJECT NO. M1804 SHEET NO. E-2 �/ -r / I �S�EExs OF s�� 1, cC E 4 sI0N �-,� sy,8 "P _ g g < - 1M'EF-3 TO EF-3 o l a 30 I MVD v �ex - (SHOW I� 10X7 alj U - - 3 00 orryl MVD - HOOD SPECIFIED BY OTHERS — _ MVD 1 Irn - - - - - - - - - - A I Q Q-1 9 e '"11UII� MVD EXHAU T SUPPLY �I 18X12 !FAN FAN I2x E3 v(� R/A G 12X9 12X10FS SH �77 1 TO EF-4 i I MVD mn� 8i 86 REF-4 v�VY%NJJ.��r. YJ�� oVG h1 1VVx 1c O AHU-1 iI - 6X6 iWCD. 301 �8X4 toxfo 8X� (oA'10 I 75CFM, 6" MVD z a nl boo cPt 1 1 0o cI? 1 12XIO - c" 0 FULL LOUVRE EF-1 14X12 -, !DOOR L -'� AIiU-1 F/A REQUIREMENTS: PROVIDE Co DUCT W/MVD 14X12 MVD X I ti�'l THRU ROOF FOR F 11 I � A INTAKE - _ AHU 2 _ \ CU-1 CU-2 D zr,vr 1 WCD. 75CFM, 6"0 r AHU-2 F/A REQUIREMENTS: ' PROVIDE 7"0 DUCT W/MVD UP THRU ROOF FOR F/A INTAKE NOTE: THE VENT TERMINAL OF A SANITARY SYSTEM OF A BUILDING SHALL NOT BE LOCATED LESS THAN 10 FEET DEVELOPED DISTANCE FROM ANY MECHANICAL AIR INTAKE OPENING. O STG. STG: 24X12 LOUVRES (TYPICAL OF 1) HVAC PLAN SCALE: 1/4' = 1'-0" REVISIONS I BY: I p GZ aOZ6 E auk<�"E F <rL ili RpF • �1OZ•�Z 7jiGY�SrF q VKSZr CIYr G �-i Z�[-.mYO C OJg" FJ z u.�ewif c <QFC•iF GC 6 Z a.a9 /1 ZZv� �' FZO V nZwi EapZCC aZ� ZC F<Y 'Y pCYai GF 4F'ang FZpF 1^wCZ�Z .a o ►--I s � W o T9? w �£wPJFT a , 7 £ 9 = s z a GE IC Rap LC t5E x C- 3 EAS $J R]y a m� G d .:• n �7 s I 2 c o 2 s .t r < ti n . r � se o-� r r� C i � Tfi j 1 � w I P-4 J I �3 u i DATE 10/30/97 DRAWN BY: —CHECKED SA 1 BI':y LS SCALE 1/4" _ 1'-0': PROJECT N0. 3,f1804 SHEET NO. F• EErs of - i.-,- i - w' C EXHAUST FAN SCHEDULE FAN NUMBER MANUFACTURER MODE -CFM REMARKS EF-1 & EF-2 O DNR AAPPPPROVED EQUAL it 871 80 CFM (170 UP TERU ROOF, amRL.00K WITH uGHT SEITCH, 120/i/80 EF-9 & EF-4 GREENHECK OR APPROVED EQUAL ' ) 1C 8 VtX U {5 . 7 S rA-nC, CLEVAFLEX SPIN -IN DAMPER/ EXTRACTOR MODEL # FDESC DUCT AIR FLOW FLEXIBLE DUCT 0 FITTING IN N TALLATION INSMTRUCTION USE DUCT SEALER & BANDING DEVICE. FLEXIBLE DUCT TAKEOFF N.T.S. N.T.S. A/C UNIT SHEET METAL SCREWS''. 2" X 2" X 3/4" — LAG BOLT ANCHORS INSULATED PAD 1/16" X 1" X 12, 18 GAUGE METAL STRAP. ONE ON EVERY _ CORNER OF CONDENSER. 44y MOUNTING DETAIL @ BASE N.T.S. CONDENSING UNIT 6" MIN. CONCRETE BASE W/ 8" X 6" - 10/10 W.A.F. 2" X 2" X 3/4" INSULATED PAD 6" MIN. SUCTION LINE WITH 3/4 ARMAFLER INSULATION AND VAPOR BARRIER POWER AND CONTROL CONNECTIONS 6" MIN. 4" MIN. LI UID LINE WITH OUT INSULATION 4'0 SCH. 40 P.V.C. PIPE CONDENSING MOUNTING UNIT DETAIL N.T.S. SUUJnPPLY AIR SCOOP #DUCT (TYPICAL]BR TYPICAL EXTRACTOR DETA,_ N.T.S, v.:: - INSULATED ROUND METAL DUCT, FLEXIBLE IF ALLOWED BY CEILING RATING. [SHEETMETAL IF NOT ALLOWED] A •� R PERFORA7ED� SUPPLY GRILL PERFORATED SUPPLY AIR GRILLE DETAIL N.T.S. < > AH U FILTER RACK PLENUM/STAND 2" WELDED ANGLE NISOPAD AT CORNERS OF AHU A.H.U. MOUNTING DETAIL N.T.S. I 5U/nPPLY TURNING VANE ON ALL ELBON[TYPICAL] CORNER ANGLEFIB *DUCT v [TYPICAL] ELBOW TURNING VANE DETAIL N.T.S. A/C SPLIT SYSTEM EQUIPMENT SCHEDULE A/C NUMER: AHU-1 AHU-2 TOTAL COOLING: 18,000 [BTU/H] 30,000 [BTU/H] C.F.M.: 600 1000 LOCATION: CLOSET CLOSET MANUFACTURER: CARRIER OR APPROVED EQUAL CARRIER OR APPROVED EQUAL MODEL NUMBER: 3OCKBOIS-3 38CKB030-3 COMPRESSOR & FAN: EVAPORATOR H.P.: FA4ANF018 FA4ANFO30 VOLTS/PH/Hz: 208/L/60 208/1/60 FRESH AIR [C.F.M.]: 75 125 STRIP HEATER [KW]: 5.0 8.0 EER: 10.0 10.0 SUCTION (IN. OD) 5/8" 3/4" LIQUID (IN. OD) 3/8" 3/8" F/A CALCULATION 3 PEOPLE X 25 CFM = 75 CFM AHU-1 SHALL HAVE 75CFM OF F/A-PROVIDE 6"o DUCT W/ MVD UP THRU ROOF 5 PEOPLE X 25 CFM = 125 CFM AHU-2 SHALL HAVE 125CFM OF F/A-PROVIDE 7"0 DUCT W/MVD UP THRU ROOF GENERAL AIR CONDITIONING NOTES 1. ALL WORK SHALL CONFORM WFrH ALL LOCAL, STATE, FEDERAL ORDINANCES AND BUILDING CODES GOVERNING THE INSTALLATION OF THE AIR CONDITIONING SYSTEM. IF WORK AS LAID OUT, INDICATED OR SPECIFIED IS CONTRARY TO OR CONFLICTS WITH LOCAL ORDINANCES, BUILDING CODES AND REGULATIONS, THE CONTRACTOR SHALL REPORT IN WRITING TO THE PROJ. MGR/ENGINEER BEFORE SUBMITTING A BID. THE PROD. MGR/ENGINEER WILL THEN ISSUE INSTRUCTIONS AS HOW TO PROCEED. 2. THE DRAWINGS ARE TO BE CONSIDERED DIAGRAMMATIC, NOT NECESSARILY SHOWING IN DETAIL OR TO SCALE ALL OF THE MINOR ITEMS. UNLESS SPECIFIC DIMENSIONS ARE SHOWN, THE STRUCTURAL, PROJ. MANGER AND SITE CONDITIONS SHALL GOVERN THE EXACT LOCATIONS. CONTRACTOR SHALL FOLLOW DRAWINGS IN LAYING OUT WORK, CHECK DRAWINGS OF ALL TRADES TO VERIFY SPACES IN WHICH WORK WILL BE INSTALLED AND MAINTAIN MAXIMUM HEAD ROOM, AND SPACE CONDITIONS AT ALL POINTS. WHERE HEAD ROOM, OR SPACE CONDITIONS APPEAR INADEQUATE, PROJ. MGR/ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WITH INSTALLATION. THIS CONTRACTOR SHALL, WITHOUT EXTRA CHARGE, MAKE FIELD MODIFICATION IN LAYOUT AS NEEDED TO PREVENT CONFLICT WITH WORK OF VARIOUS TRADES OF FOR PROPER EXECUTION OF THE WORK. 3. EXAMINE ALL DRAWINGS CAREFULLY PRIOR TO SUBMITTING A BID. CONTRACTOR WILL BE REQUIRED TO FURNISH, INSTALL AND/OR CONNECT WITH APPROPRIATE SERVICES ALL AIR CONDITIONING ITEMS SHOWN ON ANY OF THE PROJ. MANGER, PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS WITHOUT ADDITIONAL EXPENSE TO THE OWNER. IF DISCREPANCIES, CONFLICTS, INTERFERENCES OR OMISSIONS OCCUR BETWEEN DRAWINGS, NOTIFY IN WRITING THE PROD- MGR/ENGINEER IN AMPLE TIME TO PERMIT REVISIONS BEFORE THE BIDS ARE SUBMITTED. 4. INSTALL MATERIALS AND EQUIPMENT IN A NEAT AND FIRST CLASS WORKMANLIKE MANNER. THE OWNER RESERVES THE RIGHT TO DIRECT REMOVAL AND REPLACEMENT OF ITEMS WHICH, IN HIS OPINION, DO NOT PRESENT A NEAT AND WORKMANLIKE APPEARANCE, REMOVAL AND REPLACEMENT IS TO BE DONE IMMEDIATELY WHEN DIRECTED BY THE OWNER IN WRITING, AT THE SOLE EXPENSE OF CONTRACTOR. 5. START OF WORK BY CONTRACTOR SHALL BE CONSIDERED AS ACCEPTANCE BY HIM OF ALL CLAIMS OR QUESTIONS AS TO SUITABILITY OF THE WORK OF OTHER TRADES OR OTHER CONTRACTORS TO RECEIVE HIS WORK. THIS CONTRACTOR SHALL REMOVE AND REPLACE, AT HIS EXPENSE, ALL AIR CONDITIONING WORK WHICH MAY HAVE TO BE REMOVED BECAUSE OF INTERFERENCE WITH OTHER TRADES, 6. THIS CONTRACTOR SHALL OBTAIN AND PAY ALL INSURANCE, FEES, PERMITS ASSOCIATION DUES, ROYALTIES, AND TAXES OF WHATEVER NATURE SHALL APPLY TO THIS WORK. HE SHALL ALSO PAY ALL INSPECTION FEES AS MAY BE REQUIRED BYLAW OR ORDINANCE AND SHALL KEEP THE OWNER HARMLESS FROM ANY DAMAGE AND EXPENSE ARISING FROM ANY VIOLATION OF THE LAWS, RULES OR ORDINANCES. 7. THE WORD "AIR CONDITIONING" MEANS HEATING, VENTILATION, AIR CONDITIONING, DUCT WORK, PIPING, REFRIGERANT LINES, CONTROLS, SMOKE AND FIRE DAMPERS ETC. B. PROVIDE MEANS "FURNISH AND INSTAIr. 9. DO A COMPLETE JOB, EVERYTHING CONNECTED, READY FOR USE. 10. SHOP DRAWINGS: THIS CONTRACTOR SHALL FURNISH THE ENGINEER WITH SHOP DRAWINGS OF EQUIPMENT PRIOR TO PURCHASE FOR APPROVAL. 11. AT COMPLETION OF JOB THE HVAC CONTRACTOR SHALL GIVE THE OWNER AN AS -BUILT SET OF REPRODUCIBLE SEPIAS SHOWING THE EXACT INSTALLATION. 12. HVAC CO:V'I'RACTOR SHALL TEST AND BALANCE TO THE AIR QUANTITIES ON THE PLANS. PROVIDE T & B REPORT IN ACCORDANCE WITH AIR BALANCE COUNCIL STANDARDS, SIGNED AND SEALED BY A REGISTERED FLORIDA ENGINEER. 13. ALL DUCT SIZES ARE CLEAR INSIDE DIMENSIONS. 14. THE HVAC CONTRACTOR SHALL WARRANT ALL WORKMANSHIP AND MATERIALS FOR ONE YEAR FROM THE DATE OF FINAL WORK ACCEPTANCE BY OWNER. ANY BREAKDOWN OCCURRING IN FIRST YEAR SHALL BE REPAIRED AT NO EXPENSE TO THE OWNER. THE COMPRESSOR(S) SHALL HAVE A FIVE YEAR WARRANTY. 15. MOUNT ALL EQUIPMENT FOR WIND LOADS AND MOUNTING HEIGHTS AS REQUIRED IY LOCAL CODES. 16. MATERIALS A. AIR CONDITIONING RIGID DUCTWORK SHALL BE CONSTRUCTED OF STANDARD DUTY FIBERGLASS BOARD FLAMEPROOF REINFORCED ALUMINUM FACED COVER IN ACCORDANCE WITH S.M.A.C.N.A. AS MANUFACTURED BY Owens-Corning, DUCTWORK SHALL BE FABRICATED AND INSTALLED ACCORDING WITH MANUFACTURER'S INSTRUCTIONS. INSTALL AIR VOLUME EXTRACTORS AT EACH DUCT TAP. DUCTWORK IN ATTIC SPACE (UNCONDITIONED AIR SPACE) SHALL BE OF R=6.0 MINIMUM. DUCTWORK BETWEEN CONDITIONED FLOORS AND ABOVE GARAGES SHALL BE OF R=4.2 MINIMUM. B. FLEXIBLE DUCTWORK SHALL BE CLASS I AIR DUCT, U.L. LISTED AS MANUFACTURED BY ATCO FLEXAIRE OR APPROVED EQUAL AND OF R=42. INSTALL PER LATEST S.M.A.C.N.A. STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. DUCTWORK SHALL NOT BE COMPRESSED TO OVER 20% OF ITS CROSS SECTIONAL AREA. DUCTWORK IN ATTIC SPACE (UNCONDITIONED AIR SPACE) SHALL BE OF R=6.0 MINIMUM. DUCTWORK BETWEEN CONDITIONED FLOORS AND ABOVE GARAGES SHALL BE OF R=4.2 MINIMUM. C. TOILET EXHAUST DUCTWORK SHALL BE OF SPUN ALUMINUM THERMOFIN DUCT INSTALLED IN ACCORDANCE WITH ASHRAE AND MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS, D. ALL AIR DEVICES SHALL BE OF ALUMINUM CONSTRUCTION, TITUS, METALAI2E OR AS APPROVED BY ENGINEER. E. CONDENSATE DRAIN -PIPING SHALT, BE INSULATED WITH 1/2' THICK ARMAFLEX, PAINTED WHITE WHERE DOSED. F. FILTER SHALL BE DISPOSABLE TYPE AND HAVE CLEAN PRESSURE DROP OF 0.15" PROVIDE TWO SETS, ONE DURING CONSTRUCTION AND ONE FOR USE AFTER OCCUPANCY. A C EGEND DIA. OF NECK OF PERFORATED FACE CEILING DIFFUSER & DIA- OF FLEX DUCT SERVING THE DFFUSER C.F.M. OF CONDITIONED AIR THRU THE DIFFUSER © CEILING GRILLE a EXHAUST FAN rah EXISTING EXHAUST FAN DUCT ER POSITIVE PRESSURE SMOKE DETECTOR T THERMOSTAT ® DUCT UNDER NEGITNB PRESSURE 3 A SUPPLY AIR R.A RETURN AIR .PERFORATED FACE CEILING DIFFUSER, 24X24 F A FRESH AIR O/A OUTSIDE AIR El PERFORATED FACE RETURN AIR GRILLE, 24X24 C.D. MOG DIFFUSER REG. REGISTER CLASS 1 FLEXIBLE DUCT I GR. GRILLE UDC UNDERCUT RIGID DUCTWORK - L.D. .LOUVER DOOR F.D. FIRE DAMPER RIGID DUCTWORK A ACCESS PANEL E.R. _ EXHAUST REGISTER — — EXISTING DUCTWORK E.F. UST FAN - 4W.C.D. FOUR WAY29MING DIFFUSER — �— MANUAL VOLUME DAMPER M.V.D. MANUAL V UME D ER C.F.M 'CUBICfET PER AhNUTE REVISIONS BY iQiPZZ+I Z - z = 2 a Z f _= T F Zi� Y1L ZP CZ orrTT,, F^^� t�l s> - p g: F-..r.uoeaaz.� ._ Lase. m O c := z d I- CE„ 2 1.71 2'. :r E a ;l "X I. 75� a 4 � z x CG 7 O z EE-- W w Cr z U _ F E- _ .Z. v. 3 f ' z xccS ..� z r rT e� I--i �1 �I DATE 10/30/97 DRAWN BY: SA CHECKED BY:MLS SCALE 1/4'" - 1'-0" PROJECT NO. M1804 SHEET NO. idmilool mi FIRE PROTECTION SOLENOID VALVE 11/Z GRIi,E - - 100.000 BTU's FRYER 500,000 OC-s FRYER - 1 }/2- 500,000 RTU'S SHUT-OFF VALVE L - 1 1/TGAS LIVE 1. CONNECT TO EXIST. LP GAS SOURCE (VERIFY LOCATION) GAS RISER ills NAXINtIN 75', {2001000 BTU-S) NOTE: THE ROOF TERMINAL OF ANY VENT PIPE IF WITHIN 10 FEET OF ANY DOOR, WINDOW, OR EXHAUST OPENING SHALL EXTEND NOT LESS THAN THREE FEET ABOVE SUCH DOOR, WINDOW, OR EXHAUST OPENING. THE VENT TERMINAL OF A SANITARY SYSTEM OF A BUILDING SHALL NOT BE LOCATED LESS THAN 10 FEET DEVELOPED DISTANCE FROM ANY MECHANICAL AIR INTAKE OPENING. VENT EXTENSIONS ABOVE THE ROOF SHALL NOT EXCEED THREE FEET IF OF CAST IRON OR TEN FEET IF OF SCREW PIPE OR COPPER TUBE. 1 i i COUNTER j CONCESSTO � � MEW S 1 I I Z I _ RESE W/ SHOWER I Al/ SH h — SK » WC - - `._ WC ii' WC TFD -W/L RESEAL ' I I CR=COUNTER 3"FD W/ 13»FD �� REFRIGERATOR RESEAL RESEAL L x / WC - I 3 �. AHU-2 CU-1 CU-2 EWH-1 CO - -- L L L_ STG. TFD W/ j III RESEAL WC UR UR UR o�� {3 COMP.) III- L L L L b WC WC WC WC STD W/ SH h� RESEAL SHOWER 3"FD W/ RESEAL F7 j I W 0MT' �i STG. EWH-2 O rFj� OI sSEALL/ (n.w CL _a \ ICON WASH I «f 47SAN. LINE CONNECT — TO EXISTING SAN. LINE 4" (VERIFY LOCATION) CO � o 4" CO CO 4» 4„ CO 47 _ GREASE TRAP (1000 GAL.; SEE GREASE TRAP DETAIL ON SHEET P-2 I ----------------- --- PLUMBING PLAN (SANITARY & GREASE LINES) SCALE: 1/4" = 1'-0" , f ° oil i ! u ��-- , TT L L I i 0 !�cL1 1 I (2) FRYER'S z I 50,000 BTU'S EACH SHOWER GRILLE / h ' � I 100,000 BTU'S I SK I� I W��` � I -�WC WC I FOR CONTINUATION SEE ` - j SH HOOD SPECIFIED SHEET P-2, WATER RISER I' L �� O UR UR I UR 1 BY OTHERS GRHIi+ JFR FRYERR n ` 1" CD LINE TO + » L G e EXTERIOR OF BLDG. -�- l' I ®6' A.F.F. SK L KSH L L(3 COMP.) `Ij' J`I� WC WC WC REFRIGERATOP. ;�. WC' 1 7 I I I AHU-1 ©G I I �: f j ip� i�ll4 I Ij SHOWER FOR CONTINUATION SEE I SHUT-OFF VALVE AND BACKFLOW PREVENTER I 3/4' CW LINE CONNECT TO EXISTING MAIN (VERIFY LOCATION) SHEET P-2, WATER RISER i I I I i CD LINE TO WC O I W ME _T s s EXTERIOR OF BLDG. / ®6" A.F.F. G I Ij 1 i_F__j O CU-1 CU-2 0,-- III �1i F7 I SHUT-OFF VALVE 1 1/2"GAS LINE CONNECT TO EXIST. LP GAS SOURCE (VERIFY LOCATION) SHUT-OFF VALVE AND BACKFLOW PREVENTER i" CW LINE CONNECT TO EXISTING MAIN (VERIFY LOCATION) /—AHU-2 EWH-1 3/4" RVD LINE TO EXTERIOR OF BLDG. @6' A.F.F. L WC WASH sTG. I 1 i II / SHUT-OFF VALVE AND BACKFLOW PREVENTER 1 1/2"CW LINE CONNECT TO EXISTING MAIN �u (VERIFY LOCATION) 3/4" RVD LINE TO EXTERIOR OF BLDG. 06' A.F.F. 101 PLUMBING PLAN (WATER & GAS LINES) SCALE, 1/4" =REVISIONSBY: GL QYy L ` Z :jE^EJ! j - aR zf F zz z Z - :7 O K cz LL R ZZ � `Wye zcoz occ F Ln A w .< O c z F. s caZ4x N c c F�x� w t F, U o z z z v a Z ,—, ^—: z F — c P 44 O C r� W :_; 10 � Ln � O f r DATE 10/30/97 DRAWN BY: SA CHECKED BY:MLS SCALE 1/4„ = 1'-0' PROJECT NO. M1804 SHEET N0. i r� EEp,g OF ELECTRIC WATER HEATER SCHEDULE NUMBER CAPACITY KW VOLTAGE LOCATION COMMENTS EWH-1 50 GALLON 9.0 208 1 60 1 CLOSET CURL ELEMENT EWH-2 65 GALLON 6.0 208/1/60 CLOSET DUAL ELEMENT CW & HW RUN ABOVE CEILING. SEE FLOOR PLAN FOR ROUTING. I"HW vARLES) 1/2.,CW`/ GATE VALVE CV�e*S7 HEAT TRAP MINIMUM 3" HEAT TRAP 1" BELOW TOP OF TANK T&P RELIEF VALVE 3/4"RVD ELECTRIC WATER HEATER ELECTRIC WATER PIPING DETAIL NTS WC I L I I/ZWATER LINE CONN TO EXISTING WATER LINE (VERIFY LOCATION) SH WC (�u - GAL. 1600 W 5-0 10-0 5-0 NOTE: 'k GREASE INTERCEPTER SHALL COMPLY f MIN. 6 W/S.F.B.C. 4612.2 (C),(D),(E),(G),(M),& (Q) i REINF. 4 X 4 4/4 *�c VERIFY GREASE INTERCEPTOR SIZE t/.' �CONC. 3000 PSI, 28 DAY W ARCHITECT, OWNER. W/ARCHITECT, 4 T Fv L 2 m OPENING FOR TYPE B-1 1'-8" ALL AROUND TRAFFIC LIDl C.I. F & COVER TO 2-#5 ALL AROUND GRADE (TYPICAL) #4 09"C.C. #6 06"C.C. 12 2 1/2' 12 [ LIQUID LEVEL, 4" INLET 4" OUTLET ' I REINFO$ * I PRE D �{ SEAL WATERTIGHT, TYP. CO R 4" OUTLET 8. �BED OF UNDISTURBED EARTH OR COMPACTED SAND BACKFH.L 4" TO 6" DETAIL SHOWS GENERAL SCHEMATIC REQUIREMENTS. CONTRACTOR SHALL SUBMIT PROPOSED GREASE TRAP INSTALLATION PLANS AND SPECIFICATIONS TO LOCAL AUTHORITIES FOR THEIR APPROVAL . PROVIDE GREASE TRAP ADEQUATE STRUCTURAL STRENGTH TO ACCOMODATE VECHICULAR TRAFFIC AT INSTALLATION LOCATION. PROVIDE TANK WITH MINIMUM 1600 GALLON CAPACITY OR LARGER IF REQUIRED BY LOCAL AUTHORITIES - VERIFY. CONCRETE GREASE TRAP (2200 G. TO 5000 G. 1 NOT TO SCALE - - ski`*`-.. ``10�: I/Z, / WC I I I/4. WC S.O.V. 1/2' WC S.O.V. 3/4 UR 3/4"UR wC \ �Iwe \ WC I" L /i �L 1 1/4 9I' 1 3. � a is � I 's.o.v. I 'I S.O.V. -�( * I L > WATER RISER DIAGRAM (BATHROOMS) �TVTR t I �k ALL FLOOR DRAINS W/TRAP PRIMERS I TV ti I I SK 1 2"VTR RESEAL Al 4"FD w/ / j 4" CO 4" RESEAL I - 4„ 4" 4• 4" 4„ 4' 4" FS W/ 1 � . 4" 2"VRESEAL � 2. 4„ (3) COMP. SK "i Col u co 4 GREASE RISER DIAGRAM (CONCESSION) KT.s. 4"SANITARY .LINE TO GREASE TRAP CAN [VERIFY LOCATION] WASH Co 2"v ---- V _N ---- - 1 I L � I i I I I I I CO 2^ 3"FD W/ RESEAL COI 2" Z, SH WC 3" S" LOCATION] SANITARY RISER DIAGRAM !CONCESSION) ors• SANITARY RISER DIAGRAM (OFFICE) �r�• PLUMBING LEGEND L LAVATORY F.U. FIXTURE UNITS W.C. WATER CLOSET R.V.D. RELIEF VALVE DISCHARGE SK. SINK C.D. CONDENSATE DRAIN W.H. WATER HEATER SOIL OR WASTE LINE C.O. CLEANOUT — — — VENT LINE V VENT —w- INDIRECT DRAIN V.T.R. VENT—THRU—ROOF — COLD WATER LINE W WASTE HOT WATER LINE C.W. COLD WATER _CD — CONDENSATE DRAIN C.O. FLUSH CLEANOUT —RVD— RELIEF VALVE DISCHARGE LINE H.W. HOT WATER + HOSE BIB W/BACK FLOW PREVENTER GATE VALVE FIXTURE CONNECTION SCHEDULE ITEM C.W. CONN H.W. CONN TRAP SIZE F.U. COUNT REMARKS LAVATORY 1 2° 1 /2" 1 1 4" 1 WATER CLOSET (TANK) 1 2" - -3, 4 SINK 1/2" 1/2" 1 -1/2" 2 DRINKING FOUNTAIN 1 2" - 1 1 /2" 2 "awww"" { i'WATER LINE CONNECT TO EXISTING WATER LINE (VERIFY LOCATION) SHUT—OFF VALVE & BACEFLOW PREVENTER TEI�. CONTROL \ 3. VALVE ®Sla -, S.O.V. s.o.v. I/Z' SE I (3) COUP. SE n 1, S.O.V. r 3 14' WATER RISER DIAGRAM (CONCESSION) TS 3,: V -TV I � I I �SVTR TV ' I J �2V 3"FI TV�,.'(�/ �TV RES. I 3"v� I , I we 2"V r' I wC CO L �TV L SH I CO 4 I 3" FD W/ wC RESEAL SH WC i 3„ CO 4. T I 3" I co N 4" ` %—TFD W/ RESEAL SANII RY LINE (BATH LOCATION] y� I _TV 'T 1 I I I 2" V L j I � !rTV I L 4.. OR I CO I woo4c 2"V I v. We ,3" `TFD w RESEAL 4" I GENERAL PLUMBING NOTES 1. ALL WORK SHALL CONFORM WITHALLLOCAL, STATE, FEDERAL ORDINANCES AND BUILDING CODES GOVERNING THE INSTALLATION OF THE PLUMBING SYSTEM. IF WORK AS LAID OUT, INDICATED OR SPECIFIED IS CONTRARY TO OR CONFLICTS WITH LOCAL ORDINANCES, BUILDING CODES AND REGULATIONS, THE CONTRACTOR SHALL REPORT IN WRITING TO THE ARCHITECT/ENGINEER BEFORE SUBMITTING A BID. THE ARCHITECT/ENGINEER WILL THEN ISSUE INSTRUCTIONS AS HOW TO PROCEED. 2. THE DRAWINGS ARE TO BE CONSIDERED DIAGRAMMATIC, NOT NECESSARILY SHOWING IN DETAIL OR TO SCALE ALL OF THE MINOR ITEMS. UNLESS SPECIFIC DIMENSIONS ARE SHOWN, THE STRUCTURAL, ARCHITECTURAL AND SITE CONDITIONS SHALL GOVERN THE EXACT LOCATIONS. CONTRACTOR SHALL FOLLOW DRAWINGS IN LAYING OUT WORK, CHECK DRAWINGS OF ALL TRADES TO VERIFY SPACES IN WHICH WORK WILL BE INSTALLED AND MAINTAIN MAXIMUM HEAD ROOM, AND SPACE CONDITIONS AT ALL POINTS. WHERE HEAD ROOM, OR SPACE CONDITIONS APPEAR INADEQUATE, ARCHITECT/ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WITH INSTALLATION. THIS CONTRACTOR SHALL, WITHOUT EXTRA CHARGE, MAKE FIELD MODIFICATIONS IN LAYOUT AS NEEDED TO PREVENT CONFLICT WITH WORK OF VARIOUS TRADES OR FOR PROPER EXECUTION OF THE WORK. 3. EXAMINE ALL DRAWINGS CAREFULLY PRIOR TO SUBMITTING A BID. CONTRACTOR WILL BE REQUIRED TO FURNISH, INSTALL AND/OR CONNECT WITH APPROPRIATE SERVICES ALL PLUMBING ITEMS SHOWN ON ANY OF THE ARCHITECTURAL, AIR CONDITIONING, ELECTRICAL AND SPRINKLER DRAWINGS WITHOUT ADDITIONAL EXPEN- SE TO THE OWNER . IF DISCREPANCIES, CONFLICTS, INTERFERENCES OR OMISSIONS OCCUR BETWEEN DRAWINGS, NOTIFY IN WRITTING THE ARCHITECT/ENGINEER IN AMPLE TIME TO PERMIT REVISIONS BEFORE THE BIDS ARE SUBMITTED. 4. INSTALL MATERIALS AND EQUIPMENT IN A NEAT AND FIRST CLASS WORKMANLIKE MANNER. THE OWNER RESERVES THE RIGHT TO DIRECT REMOVAL AND REPLACEMENT OF ITEMS OF WHICH, iN HIS OPINION, DO NOT PRESENT A NEAT AND WORKMANLIKE APPEARENCE. REMOVAL AND REPLACEAMENT IS TO BE DONE IMMEDIATELY WHEN DIRECTED BY THE OWNER IN WRITING, AT THE SOLE EXPENSE OF THE CONTRACTOR. 5. START OF WORK BY CONTRACTOR SHALL BE CONSIDERED AS ACCEPTANCE BY HIM OF ALL CLAIMS OR QUESTIONS AS TO SUITABILITY OF THE WORK OF OTHER TRADES OR OTHER CONTRACTORS TO RECEIVE HIS WORK. THIS CONTRAC- TOR SHALL REMOVE AND REPLACE, AT HIS EXPENSE, ALL PLUMBING WORK WHICH MAY HAVE TO BE REMOVED BECAUSE OF INTERFERENCES WITH OTHER TRADES. 6. THIS CONTRACTOR SHALL OBTAIN AND PAY ALL INSURANCE, FEES, PERMITS ASSOCIATION DUES, ROYALTIES, AND TAXES OF WHEATEVER NATURE SHALL APPLY TO THIS WORK. HE SHALL ALSO PAY ALL INSPECTION FEES AS MAY BE REQUIRED BY LAW OR ORDINANCE AND -SHALL KEEP THE OWNER HARMELESS FROM ANY DAMAGE AND EXPENSE ARISING FROM ANY VIOLATION OF THE LAWS, RULES OR ORDINANCES. 7. PROVIDE MEANS "FURNISHED AND INSTALL'. 8. DO A COMPLETE JOB, EVERYTHING CONNECTED, READY FOR USE. 9. SHOP DRAWINGS: THIS CONTRACTOR SHALL FURNISH THE ENGINEER WITH SHOP DRAWINGS OF EQUIPMENT PRIOR TO PURCHASE FOR APPROVAL. 10. AT COMPLETION OF JOB TIE PLUMBING CONTRACTOR SHALL GIVE THE OWNER AN AS -BUILT SET �F REPR.ODUCTIBLE SEPIAS SHOWING THE EXACT INSTALLATION. 11. PLUMBING CONTRACTOR SHALL PRESSURE TEST ALL PIPING AS REQUIRED BY CODE. TEST SHALL BE WITNESSED AND APPROVED BY PROPER AUTHORITIES. 12. THE PLUMBING CONTRACTOR SHALL WARRANT ALL WORKMANSHIP AND MATERIALS FOR ONE YEAR FROM THE,rDATE OF FINAL WORK ACCEPTANCE BY OWNER. ANY BREAKDOWN OCCURING 1?(�RST YEAR SHALL E3E REPAIRED AT NO EXPENSE TO THE OWNER. 13. PROVIDE BATHROOM FIXTURE'S AS SPECIFIED BY ARCHITECT, 14. PROVIDE SHUT-OFF VALVE �OR EACH FIXTURE, 15. WHEREVER DISSIMILAR M ` S ARE TO JOINED, A DI -ELECTRIC FITTING SHALL BE PROVIDED TO CONNECT TYPES OF PIPES, 16. PLUMBING CONTRACTOR SHNI PROVIDE AIR CONDITIONING CONDENSATE DRAIN AND TRAP, SEE AIR COND1110NING PLANS FOR LOCATION OF UNITS AND DRAINS. 17. MATERIALS: A. COLD WATER PIPING STEM OF WATER 'METER SHALL BE TYPE "C COPPER BELOW GRO N AND TYPE "M C®PPER ABOVE GROUND. B. COLD WATER PIPES OF S1�1B SHALL BE TYPE "K' SOFT COPPER INSTALL INSIDE POL ELYNE CONDlliT. N® JOINTS PERMITTED INSIDE OF SLAB. C. SANITARY WASTE AND VENT 4 AND SMALLER SHALL BE CAST IRON HUBLESS SOIL PIPE OR PVC SOIL PIPE OR PVC SOIL PIPE AND FITTING WHERE PERMITTED BY CODE- D. STORM LINES INSIDE BUILDING SHALL BE CAST IRON HUBLESS SOIL PIPE OR PVC SOIL PIPE AND FITTING WHERE PERMITTED BY CODE. STORM LINES OUTSIDE BUILDING IN PARKING AREA SHALL BE CORRUGATED ALUMINUM PIPE. E. CONDENSATE DRAIN 'PIPE SHALL BE SCHEDULE 40, PVC PIPE AND FITTING. F. WATER HEATER RELIEF LINE SHALL BE TYPE "' L" COPPER. WATER RISER DIAGRAM (OFFICE) KTS• REVISIONS BY: -I � G z _ 1 c U Q c I I oT I o 'J.. � _� o •I j t z r ` x U c N _ z at fT :Q I CQ v-®a r'' I I T � DATE 10/30/97 DRAWN BY: SA CHECKED BY:MLS SCALE 1/4, - 1'-O" PROJECT NO. M1804 SHEET NO. �Z/r'li7 jtFETs of ��