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HomeMy WebLinkAboutBUILDING SITE PLANS01' FRAME DEPTH 8' WALL THICKNESS GROUT FILL t BY G.C. 4• 1" SILL ANGLE • '•- ` ••e • BY MECO I• •�. . CONCRETE ANCHOR TYP. . SINGLE SLIDE SILL DETAIL SCALE: 2' = 1' PIT DETAIL SCALE: 3/8" = 1' F1 F2 RAIL SIZE =80 RAIL LOADING SCALE: 4'= V .. till' Constiuctlon Corp.- ll:,.-b,'I70(Job tiame Number 6C'-0S9 ._ \o Cx_epGnn, Taken ❑ Revise and Resubmit ❑btak C 11CLlions Noted Check in; of shop drawing is limited to general design and general arrangement only and is not Intended to be a verification of the stern, or h ,al matenal required, unless noted on drawings. Approval shall not redeye the suhrontractor from the responsibility of dclail.1pt design,iHmrect dimensiaus for proper fining. capacity. consti¢ction'or_aWIher requirement of the , .. - .1 I1pprov 1 of the S..dhs 2 6 TYP. 8"BLOCK TYP. i GROUT FILL 1pa• BY G.0 7 8" 9A, -I 2-�4. JAMB DETAIL SCALE: 2" =1' • HALL STATION CUTOUT SEE SIDE FOR SIZE REQUIRED. LOCATE FROM BOTTOM OF CUTOUTS TO FINISHED FLOOR. NOTE* AS SHOWN I �� FOR A RIGHT 1 HAND Qi OPENING I T HALL STATION HALL STATION CUTOUT USE CUTOUT USE m ON FLOORS ON FLOORS 1 2 I` CLEAR OPENING FIXTURE CUTOUT ELEVATION SCALE: 1/4" =1' v . O W z . f POWER UNIT '•& �:..' _J 0 I 3G`Wx24'Dx38'H B"x 8' BLOCKOUT REQ'D, Starter •J, IN WALL FOR OIL LINE • ' COORDINATE LOCATION • WITH MECO SUPERVISOR ' • NOTE: '�• MACHINE ROOM w CEILING HT. ' ' T-MINIMUM 50 0' 1 P. 6 3P. "' ' - DISCONNECTS ;• •; d. BY G.C. P .' r LIGHT SWITCH ••-' AND LIGHTS BY • G.C. `. .. '4 .. 3'-Tx 64r CLEAR OPEN SCALE: 1/2"=1' CONTRACTORNOTE: 8' x r BLOCKOUr REQUIRED IN WALL FOR OIL LINE COORDINATE I"3'-7' OIL OF CAR JACK LOCATION VATH FIELD I I SUPERVISOR. SUMPPUMP & PIT BY ' • - 7-0' X 7-U' OTHERS CUTOUT FOR •;•A. PIT LIGHTS EMERG. NP' • �. -j JACK UNIT, EXIT I BY G.C. 3 6• y 20" x 20" - - • �. • • i9. :. z - - a: L :; W J � •; U j r�ao PIT UDDER ' i r><e t '-98" CLEAR INSIDE CAR tlp� 0 n 4 = :• yy 7" O CAR STATION • • : . IT SWITCH Lu 1: 3'-V X r4r FINISHED U CLEAR DOOR OPBNING WALL AT EACH OPENING UNTIL FRAMES ARE SET 6*-1' DBL -7 DBG CLEAR LIGHT SWITCH 8 LIGHTS BY G.C. z0 CORRIDOR J v PUSH BUTTON CIMPORTANT�_�J z O a a J � J J HATCH PLAN l' '0 y `a SCALE I1Z =1' LEAVE A 2'-U' X 7.0" CUTOUT IN THE ROOF UNTIL THE JACK UNIT IS SET A J '.: Q 0 O h- -- _ 4 V �a O W S Nz Z) = LL Z W Xp �p O F xn p x j 3'-r' REFUGE CLEARANCE J I.. W 2 m 0 = U �a PIT LADDER BY MECO FLOOR OF EGRESS 1st ALT. FL. OF EGRESS 2nd b Z Q Q. U W Q R) P PUMP < )THEIRS Of PVC HATCH ELEVATION SCALE: 318" = V ELEVATOR SPECIFICATIONS AND DATA CAR CAR1 CAR CAR1 TYPE PASSENGER JACK UNIT SIZE 4M CAPACITY 2000d PLUNGER LENGTH 18'•S•12' CAR SPEED IIPION 100/100 PLUNG. WALL THICK 275 STOPS 2 JACK UNIT PIECES 1 OPENINGS 2 PLUNG. RAD. GYRAT. 1.44 CONTROL SIMPLEX PLUNG. MOM. INERT. 7.4 OPERATION SELECTIVE COLLECTIVE JACK PRESSURE 259 TOP BEAM r WORK PRESSURE 339 STILE LENGTH 11r FEED LINE - GPM 78 PLATFORM THICK 4' SPEED RATIO WA GUIDE SHOES SOLID TYPE POWER UNIT UND. OIL POWER SUPPLY 208V 3P PUMP SIZE 140-08 SERVICE REO'D 90 AMP H. P. 20 RUNNING LOAD 69 AMP VALVE UC4 LIGHTING SUPPLY 110 VAC BUFFER TYPE SPRING PLATJBOLSTER WT. 3950 STROKE 1.12' SUNG Wr. 210R BLOCKING CHANNEL CAB WEIGHT 11760 GROSS WEIGHT 3900111 TOP OV. TRAVEL 3- BOTTOM Ov.TRAV. 3" LOCATE CJL OF HALL PUSH BUTTON AT T-TABOVE THE FINISHED FLOOR LOCATE C/L OF HALL LANTERN ABOVE FINISHED FLOOR LOCATE C/L OF HALL POSITION INDICATOR ABOVE FINISHED FLOOR LOCATE CA. OF ACCESS SWITCH ABOVE FINISHED FLOOR LOCATE HATCH JUNCTION BOX CABLE HANGER 5'47"ABOVE MIDDLE FLOOR MIN. WORKING CLEARANCES IN FRONT OF ELECTRICAL COMPONENTS PER NEC REQUIREMENTS. THE PURCHASER PROVIDES THE FOLLOWING REQUIREMENTS BASED ON AMERICAN NATIONAL STD. SAFETY CODE A17.1 EXC. WHEN RELEVANT CODES INCLUDE STRICTER RULES CONFLICTING WITH A17.1 REFERRED RULES ARE ANSI A17.1, NEC, FAC 61C-5, NFPA72 1. CLEAR PLUMB HOISTWAY. VARIATION NOT EXCEED 1"THE 1ST 100 FT. W/ INCREASE OF 1/32" FOR EACH ADDITIONAL 10' MAX DISPLACEMENT ALLOWED T 2. MINIMUM 2 HRS. OF FIRE RESISTANT RATING OF HATCH WALLS (RULE 1001 B) SEE RULE 00.12 3. 75 DEGREE BEVEL GUARDS ON ALL PROJECTIONS, RECESS OR SET BACKS OVER T EXO ON SIDE USED FOR ENTRANCE (LOADING AND UNLOADING) RULE 100.6 4. VENTING OF HOISTWAY (RULE 100.4) S. ADEQUATE SUPPORTS FOR RAIL BRACKETS: MAXIMUM SPACING AS SHOWN USE DIVIDER BEAMS INTERMEDIATE SUPPORTS AND/OR RAIL BACKING WHEN SPACING IS EXCEEDED (RULE 200.9) 6. ADEQUATE REINFORCED PIT TO SUPPORT VERTICAL FORCES FROM RAILS AND BUFFERS (RULE 1015,761002.2A) WITH A 7-0" X Z-0' BLOCK OUT FOR JACK INSTALLATION AND TO BE GROUTED AFTER JACK IS SET. 7. VENTILATION, HEATING AND LIGHTING OF MACHINE RCCM AND MACHINERY SPACE (RULE 101.5) TO MAINTAIN TEMPERATURE BETWEEN 70 - 90 DEGREES FARENIHEIGHT. 8, TELEPHONE AND LIGHT OUTLET FOR EACH ELEVATOR MACH. ROOM CONNECTED TO CONTROLLER. 9, LIGHT AND CONVENIENCE OUTLET IN PIT (RULE 105.1 E) 10. LADDER FOR EACH ELEVATOR PIT PER CODE 3'-6'ABOVE 1ST LANDING. 11. REMOTE PUMP ROOM - PROVIDED CLEAR ACCESS ABOVE CEILING OR FURNISHED TRENCH IN FLOOR FOR OIL LINE AND WRING DUCT FROM PUMP (MACH) ROOM TO ELEVATOR HOISTWAY. 12. PROVIDE LEGAL ACCESS TO HOISTWAY AND PIT ACCESS TO MACHINE ROOM AND MACHINERY SPACE (RULE 101.3) CLEAR DOORWAY SIZE FOR OIL LINE AND WIRING DUCT FROM PUMP (MACH) ROOM TO ELEVATOR HOISTWAY. 13. PROVIDE 8" X 8" CUTOUT THROUGH WALL FOR OIL LINE AND WIRING DUCT. ACTUAL LOCATION TO BE COORDINATED WITH FIELD REPRESENTATIVE AT JOB SITE. 14. CUTOUTS AND BLOCK CUTS THRU WALL TO ACCOMMODATE CORR IDOR PUSH BUTTONS BOXES, SIGN EQUIPMENT AN FOLLOW - UP PATCHING 15. PROVIDE ALL BARRICADES OUTSIDE OF ELEVATOR HATCHWAY BETWEEN INSIDE OF HATCHWAY AS REQUIRED. 16. A FUSED DISCONNECT SWITCH-CURCUIT BREAKER FOR EACH ELEVATOR, LOCATE PER NATIONAL ELECTRICAL CODE AND A LIGHT SWITCH. REFER TO ELEVATOR LAYOUT FOR LOCATION. RULE (210 5 AND NFPA M 70 RULE 6'20-51). 17. APPLICABLE FEEDER AND BRANCH WIRING CIRCUITS REQUIRED FOR SIGNAL EQUIPMENT AND POWER OPERATED DOORS INCLUDING MAIN UNE SWITCH. COPPER WIRE TO BE USED. REFER TO POWER SUPPLY INFORMATION 18. FURNISH FEEDER AND BRANCH WIRING CIRCUITS TO THE CONTROL UNIT. INCLUDING MAIN LINE SWITCH AND CONVENIENCE OUTLETS. COPPER WIRE TO BE USED. 19. GROUND FAULT CIRCUIT INTERRUPTER PROTECTION REQUIRED PER 1996 NEC 00620-85 ON MACHINE ROOM. 20. SMOKE AND HEAT DETECTORS AS REQUIRED BY THE ASME A17.1,NFPA72 AND LOCAL CODE REQUIREMENTS. 21. THIS INSTALLATION COMPLIES WITH SECTION 399 FAC 61C-5 AND NEC-19W 1. PROVIDE UNOBSTRUCTED ACCESS FOR DRILLING EQUIPMENT OF JACK, PUMPUNIT AND CONTROLLER. IF PIT IS NOT POURED, REFERENCE 13ENCH MARKS ARE TO BE FURNISHED BY OWNER 2. ADEQUATE SPACE FOR HATCH DOORIDOORS OPERATING EQUIPMENT. 3. HOISTWAY DOORS ARE 1.1/2 HOUR FIRE RATING. 4. HATCH WALLS SHOULD HAVE A FIRE RESISTANT RATING- ASME A17.1 ELEVATOR SAFETY CODE RULE iO3.1B 5. FRONT HATCH WALL TO BE COMPLETELY OPEN UNTIL DOOR SILLS AND FRAMES ARE INSTALLED. S. SILL RECESS FULL WIDTH OF HATCH, GROUT UNDER SILLBY G.C. 7. NECESSARY GROUTING AND PATCHING BY G.C. 8. LEAVE 2'-0' X 7-0" HOLE IN ROOF UNTIL JACK IS SET. 9. PROVIDE CRANE FOR HOISTING. 10. SUMP PU MP, PIPING AND ELECTRICAL BY G.C. ID MOWREY ELEVATOR CO. INC. CONTRACT ENGINEERING FACIUTY MARIANNA, FLORIDA - HYDRAULIC ELEVATOR- PLANS AND DETAILS OMEGA I GENERAL CONTRACTOR ANDERSON-MOORE CONSTRUCTION CO. I U.S. HIGHWAY 1 -FORT PIERCE, FLORIDA DRAWING INDEX INDEX SHEET CONSTRUCTION DRAWINGS STRUCTURAL: SITE: KEY - FOUNDATION PLANS S 1 PART FOUNDATION PLAN S 1.1 SURVEY C 1 PART FOUNDATION PLAN S 1.2 SITE PLAN C2 PART FOUNDATION PLAN S 1.3 SITE DETAILS C3 PART FOUNDATION PLAN S 1.4 LANDSCAPING C4 PART FOUNDATION PLAN S 1.5 LANDSCAPING DETAILS C5 PART FOUNDATION PLAN S 1.6 IRRIGATION C6 PART FOUNDATION PLAN S 1.7 SITE UTILITIES AND EXFILTRATION C7 SECOND FLOOR FRAMING PLAN S2.1 SECOND FLOOR FRAMING PLAN S2.2 ARCHITECTURAL: STRUCTURAL SECTIONS S3 KEY - FLOOR PLANS A2.0 STRUCTURAL SECTIONS S4 PART FLOOR PLAN - SHOWROOM/PARTS A2.1 STRUCTURAL SECTIONS S5 PART FLOOR PLAN - SHOWROOM/PARTS A2.2 MECHANICAL: PART FLOOR PLAN - SERVICE AREA A2.3 PART FLOOR PLAN - SERVICE AREA A2.4 SITE PLAN - PLUMBING M1.1 PART FLOOR PLAN - DRIVE THROUGH A2.5 UTILITIES NOTES AND DETAILS - SEWER M1.2 PART FLOOR PLAN - BODY SHOP A2.6 UTILITIES NOTES AND DETAILS - WATER M1.3 PART FLOOR PLAN - BODY SHOP A2.7 PART FLOOR PLAN - SHOWROOM/PARTS M1.4 PART FLOOR PLAN - MEZZANINE A2.8 PART FLOOR PLAN - SHOWROOM/PARTS M1.5 PART FLOOR PLAN - MEZZANINE A2.9 PART FLOOR PLAN - MEZZANINE M 1.6 ELEVATIONS A3.1 PART FLOOR PLAN - BODYSHOP M1.7 GLAZING A3.2 H.V.A.C. LAYOUT M3.1 SECTIONS A4.1 H.V.A.C. LAYOUT - BODY SHOP M3.2 SECTIONS A4.2 ARCHITECTURAL/ELECTRICAL: SECTIONS A4.3 SECTIONS A4.4 REFLECTED CEILING AND LIGHTING - OFFICES AE 1 ELEVATOR DETAILS A4.5 DETAILS AND SCHEDULES A5.1 ELECTRICAL: DETAILS A7.1 SITE LIGHTING E 1.1 DETAILS A7.2 LIGHTING E2.1 ELECTRIC POWER E3.1 PANEL SCHEDULES E4.1 INFORMATION FOR INFORMATION CONCERNING THESE DRAWINGS CONTACT: PROJECT MANAGER "DAVID CLEVELAND" AT OMEGA PRODUCTIONS. TEL. 772 464-2010 FAX. 772 464-0344 DESIGN TEAM >UCTI( PLANNING - DESIGN - ENGINEERING 100 AVENUE A, SUITE 2E FORT PIERCE,FLORIDA 34950 Tel 772.464.2010 Fax 772.464.0344 V.J. GERLEY & ASSOCIATES STRUCTURAL ENGINEERS CA #9318 3190 N.E. MAPLE AVE. JENSEN BEACH, FL 34957 772-334-2600 VICTOR J. GERLEY, FL.REG. #21422 ST. LLCIE COL" FIRE DISTRICT REV iF,s; ED FOR CO,�WLIANCE SLBJEC'T TO FIELD IN ION�SI3�NT SEE ATTAC ,L8,_ILN II, DATE: MECHANICAL ELECTRICAL CIVIL ENGINEER 1984 BILTMORE STREET #114 PORT ST. LUCIE, FLORIDA 34984 Tel 772 . 785 .9888 THOMAS LUCIDO & ASSOCIATES, P.A. LAND PLANNING / LANDSCAPE ARCHITECTURE 100 AVENUE A SUITE 2A FORT PIERCE, FLORIDA 34950 Tel 772 .467.1301 ANDERSON-MOORE CONSTRUCTION CORP. 1568 Watertower Road Lake Park, Florida 33403 Phone 561.753.7400 Fax 561.840.9779 ST, LUCIE COUNTY PLAN REVIEW BLDG:`zvvo DATE: ELEC: DATE: .3 L PLUMB: DATE: MECH: I FIRST FLOOR PLAN Scale: I / I G" = P-0" 8 6 THESE PLANS AND ALL PROPOSED WORK R-19 BATT INSULATION ARE SUBJECT TO ANY CORRECTIONS NQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO So PLY.WITH ALL`pp..LICABLE CODES;' SUSPENDED AC°UST. TILE CEILING ENTIRE 5T RU CT U RE EQUIPPED WITH AN AUTOMATIC FIRE J U 1 1 NL%JJ I V IV J T J I LIVI TWO LAYERS EACH SIDE 5/8" FIRECODE GYP. BD. FILE Copy BASE TWO HOUR RATED PARTITION TEST PER UL DES U4 I I or U4 19 J l PARTITION TYPE "A" - FROM 5HEET A7. 1 �F I Scale: 1 /2" = 1'-0" Scale: I /I G" = I'-0" 5U5PENCIED ACOU5T. TILE CEILI G 8" CONC., BLOCK WALL. 5/8" GYP., B'D., ON 7/8" FURRING 24" O/C. PARTITION TYPE "E I " IS 8" BLOCK WALL ONLY PER FLOPWA BUILDING CODE TABLE 720,10 THIS CON5TRUCTION SATISFIES THE REQUIREMENTS FOR UP TO A FOUR HOUR PARTITION. Scale: 1/2" = I'-0" m U w N REM10NS 2. I 4. 5, 8. 7. S. 10. 1L 12. 3/26/OG Vr C) O z �w N A a get; H a Ci aU �r4w a a z oIL � Q A Lu V U I N a z a O O U O u- PROJECT#05 SHEET M f° I DRAWN BV: CHECKED O. M"L. BV: 0 �Lb Q R .� 1 57 N O P I I n „ I I I m s 5E DRAWING 2 G a 01A AIL 151 � � O d F I as I 5E VICE DRIVE THROUGH 1 5EE DRAWING A2.5 B 0 U I 127 I I SEE DRAWING A2. 1 , 2 - -- 129 13G I I 34 , 130 133 I , 131 132 5H0 (ROOM I I I © FI FLOOR PLAN RST FLOOR C Scale: I / I G" = 1'-011 rm-1 F1 U -- I i i I I I� I I; ,I I�I � I 155 I I I I I -- -- - -- - -- 155 f\ !SEE DRAWING A2.7 B O D Z1hlop 153 i I 139 1 I/2tHOUK DOOR ASSEMBLY 1I�g 143 PART5 I I �I 145 I I i D© SUSPENDED ACOUST. TILE CEILING TWO LAYERS EACH SIDE 5/8" FIRECODE GYP. BD. 22 GAUGE 8" MTL STUDS 24" O.C. W/ BATT I ULS. 2 HR. FIRE RATINGS BASE SOUND CAULKING R-19 BA64 INSULATION NOTES: FIRE DAMPERS ARE REQUIRED WHERE PENETRATIONS OF RATED ASSEMBLIES OCCUR. AUTOMATIC FAN SHUTDOWNS ARE REQUIRED FOR THE HVAC SYSTEMS. INTERCONNECT WITH THE FIRE ALARM SYSTEM. A REMOTE TEST SWITCH FOR EACH DUCT DETECTOR 15 REQUIRED. FIRE SPRINKLER SYSTEM IS UNDER A SEPARATE PERMIT. PROVIDE PORTABLE FIRE PROTECTION THROUGHOUT. DOOR AND DOOR/51DELIGHT ASSEMBLIES SHALL BE RATED APPROPRIATELY TO MAINTAIN THE INTEGRITY OF THE FIRE SEPARATION WALL WHERE INSTALLED. 0 a ENTIRE STRUCTURE EQUIPPED WITH AN AUTOMATIC FIRE SUPPRESSION SYSTEM THESE LANS AND ALL PROPOSED1WW ARE SUBJECT TO ANY CORRECTIONS REQU RED BY FIELD INSPECTORS THAT MA F BE NECESSARY IN ORDER TO COM„ Y WITH ALL APPLICABLE CODES I , I i TWO HOUR RATED PARTITION TEST PER UL DES U4 I I or U4 19 FILE COPY 3 PARTITION TYPE "A" - FROM SHEET A7. I A2 Scale: 1 /211 = I I-0'I I J K L M RVT¢ PNR flm 0.PC1m „¢V.IR ' -------' L-------' '-------' '-------' '-------' '--------------' 9G SQ., FT. GLAZED OPENING W/ 1/4" - WIRE GLASS.- 0 I I I I SEE DRAWING A2.4 ° I O HOUR DOOR ASSEMBLY - - --- SERVICE PARTITIO TYPE "E (SERIES)" PARTITIO TYPE "A" 1 112 HOUR DOOR ASSEMBLY I I I SEE DRAWING A2.3 I I � 144 ad.�yu•.ro I J K L M A2 Scale: I / I GI' = P-0" 5U5PENE ED ACOU5T. TILE CEILI G 8" CONC., BLOCK WALL, 5/8" GYP., BID., ON 7/8" FURRING @ 24" O/C. PARTITION TYPE "E I " IS 8" BLOCK WALL ONLY PER FLORIDA BUILDING CODE TABLE 720. 1(2) TH15 CONSTRUCTION 5AT15FIF5 THE REQUIREMENTS FOR UP TO A FOUR HOUR PARTITION. Scale: 1/2" — I'-0" r�l,; MAR 3 S L-C FIREMARSHI f 1. 2. 3. 6. e. 9. ,s. 3/30/OG z C7 rz z¢w N A < r F 1� cl 12006 {(p 'SOFFICE 21 J 3 � Q � U Z A-, U o J IL PROJECT #:05.03 SHEET A2 DRAWN CHECKED RY: BVL 0. MeL. MAR 812306 5'-0. Lo v 11WJJ 0 al O L c 0 E 0 SEE DRAWING SHEET A2.2 FOR CONTINUATION OF TI115 DRAWING 115 116 4 N N CID 1 27 3 A72 D 10 0 C C C I CI C C 4-2" 31-1011 B n G B 2 cc 129 I I © I I I I e © 1© CC In R MNAiv11--FLOOR,-- -VOALt5 -- . -- MAT FIN MAT FIN MAT FIN MAT FIN 100 SHOWROOM CONC. CARPET *I ILE VINYL --- GYP BID PT. ----- ----- 1 15 RAMP CONC, TILE VINYL --- GYP BID PT. _____ _-___ I I G CUSTOMER PARTS CONC. TILE VINYL --- GYP BID PT. ACT ----- 1 17 PARTS COUNTER CONIC. TILE VINYL --- GYP BID PT. ACT ----- 1 18 MENS REST 4 LOCKERS CONIC. C TILE C TILE --- C TILE - - ACT ----- 1 19 WOMENS REST 4 LOCKERS CONIC, C TILE ICTILE --- C TILE --- ACT ---- 120 CUSTOMER WAITING CONC. CARPET VINYL --- GYP B'D PT. ACT ----- 121 VENDING AREA CONC. TILE t VINYL --- GYP BID PT. ACT ---- 122 CUSTOMER WAITING CONC. TILE VINYL --- GYP BID PT. AC T ----- 124 EMPLOYEE PARTS COUNTER CONC. TILE VINYL --- GYP BID PT. ACT 125 FILE STORAGE CONIC, TILE VINYL --- GYP BID PT. ACT ---- 12G SERVICE WRITE-UP CONC. TILE VINYL --- GYP B'D FT. ACT ----- 127 4 127A CIRCULATION CONIC. TILE VINYL --- GYP ED PT. ACT ----- 128 OFFICE CONC. CARPET VINYL --- GYP BID PT. ACT 129 OFFICE CONC, CARPET VINYL --- GYP BID PT. ACT ----- ISO OFFICE CONC. CARPET VINYL --- GYP BID PT. ACT ----- 131 OFFICE CONC. CARPET VINYL --- GYP BID PT. ACT ---- 132 OFFICE CONIC. CARPET VINYL --- GYP BID PT. ACT ----- 133 OFFICE CONIC. CARPET VINYL --- GYP BID PT. ACT ----- 134 UNISEX RESTROOM CONC. C TILE C TILE --- C TILE _ ACT 135 UNISEX RE5TROOM CONC. C TILE C TILE --- C TILE --- ACT -- -- 13G GENERAL OFFICE CONC. CARPET VINYL --- GYP BID PT. ACT ---- 137 OFFICE CONC. CARPET VINYL --- GYP BID PT. ACT ----- 137A OFFICE CONIC. CARPET VINYL --- GYP BID PT. ACT ---- 138 UTILITY ROOM CONIC. ------- VINYL --- GYP B'D PT. ___ 139 PARTS STORAGE CONIC. ------- --- --- CMU --- 140 PREOWNED SHOWROOM CONIC. CARPET 4TILE VINYL --- GYP BID PT. 25'-0" 20'-G" i� PART FLOOR PLAN - 5110MR00M 1. i Scale: 3/1 G" 25r_Q11.0" I F1 I I 21'-4 1/2" I 3 C C 7'-1 1 3/4" i i 13 34 c 0 b I � I I I I m N 14'-3 3/4' I CI E I i E I i l CI I E o v. 31'-3 1/8" N Q 22r_D1r 18'-1 " 22'-0" 22'-0" 1 22'-0" 22'-0" 1 221_D" MATCH LINE 117 k_—I IUI06 u 147 p I I 118 18'-0 7/8" � I nB O � N 137 N o a G'-7 I /8" ro w � N B N D 0 � 22',0" G'-On G'y REM,919Ne 2. 3. 4. 5. 5. 7. 8. 0, 10. 11. 12. 1 2/ 1 /05 Qo z po NV� U rF, O z �w y �Uc � 8O� H a SWftA J 3 W [I-_WUP s� a w Ir =' o WORK IONS ., THAP ,Q 0 D Q 0o O W wEL O 0 O U u- J u- PROJTp�j�J ,05 SHEET t A2® 1 DRAWN Q ,, G„ MoLWN QX, G. MCL. 2=11EML PART FLOOR PLAN - 5HOWROOM Scale: 3/ 1 GII m 1 1-011 I nr.l 1\ lvl r%lvv I Ilvl✓11 ✓1i11LV VLL ROOM No, ROOM NAME. FLOOR. BASE. WALLS. CEILING, REMARKS MAT FIN MAT FIN MAT FIN MAT FIN 100 SHOWROOM CONC, CARPET o TILE VINYL --- GYP B'D FT, ----- ---- 101 CLOSET CONC. CARPET VINYL --- GYP B'D PT. ACT ----- 102 OFFICE CONC, CARPET VINYL --- GYP B'D FT. ACT ---- 103 OFFICE CONC. CARPET VINYL -- GYP B'D PT. ACT — - 104 CIRCULATION CONC. CARPET VINYL --- GYP B'D PT. ACT ---- 105 OFFICE CONC. CARPET VINYL --- GYP B'D FT. ACT ---- JOG ELEVATOR CONC. 107 OFFICE CONC. CARPET VINYL --- GYP B'D PT, ACT ---- 108 WOMEN5 RESTROOM CONC. C TILE C TILE --- C TILk - - ACT ---- 109 MEN5 RESTROOM CONC. C TILE C TILE --- cmE --- ACT --- 110 OFFICE CONC, CARPET VINYL --- GW B'D PT. ACT ---- I 1 I OFFICE CONC. CARPET VINYL --- GYP B'D FT. ACT ---- 1 12 JANITOR CLOSET CONC. ----- VINYL --- GYP B'D FT, _____ ----- 113 KJTCHEN STORAGE CONC. TILE VINYL --- GW 6'D FT, ACT I Ml 1\ lvl mlv✓ 1 IIVIJII ✓VIILVVLL ROOM No. ROOM NAME, FLOOR, BASE. WALLS, CEILING, REMARKS MAT FIN MAT PIN MAT FIN MAT FIN 114 CUSTOMER KITCHEN CONC, TILE VINYL --- GYP B'D PT. AC T 115 RAMP CONC, TILE VINYL -- GYP B'D PT. _____ ---- JIG CUSTOMER PAKT5 CONC. TILE VINYL --- GYP B'D FT. ACT ----- 1 17 PARTS COUNTER CONC. TILE VINYL --- GYP B'D PT. AC 7 ---- 1 18 MEN5 REST: LOCKERS CONCH C TILE C TILE --- C TILE --- AC T ----- 1 19 WOMEN5 REST 4 LOCKERS CONC, C TILE C TILE --- C TILE --- AC T ----- 120 CUSTOMER WAITING CONCH CARPET VINYL --- GYP B'D PT. AC T 121 VENDING AREA CONCH TILE VINYL --- GYP B'D FT. ACT ---- 122 CUSTOMER WAITING CONC, TILE VINYL --- GYP B'D FT. ACT -- 123 KIDS PLAY AREA CONC, TILE VINYL -- GYP B'D FT. ACT ---- 124 EMPLOYEE PARTS COUNTER CONC, TILE VINYL --- GYP B'D FT, AC T ----- 125 FILE STORAGE CONIC, TILE VINYL --- GYP 510 FT. ACT ---- 12G SERVICE WRITE-UP CONCH TILE VINYL -- GYP B'D FT. ACT ----- Lu FOR DOOR AND PARTITION u TYPES SEE SHEET A7.1 DOOR TYPE PARTITION TYPE ►ESE PLANS AND ALL^OP05rD `' ;OP. pRESUBJECT T© AN`► COARkMTI:)N REQUIRED BY FIELD INSPECOe`S THAT 1 Be BHA I.AFri1CA4 �COOE' ` COMP�Y HgASIOn9 2. 3. 4. S. 8. 7, 8. 9, 10. 11. 12. 1 2/ 1 /05 C7 z hr-I Ja cl cli "-4 =>c~nLL Cr UA J►-J _jttj � UJ am"a I�- c) N � U g ^0�^ � i� O Q 'Q 0— PROJECT #:05-03 SHEET M A # CHECKED BVL I 5EE DRAWING 5HEET A2.4 FOR CONTINUATION OF TH15 DRAWING MATCH LINE I 14G Z a Q� N LL I I I I I I V / L I i5 O I5'-O' CO Z I � � I � � I V-84 Bi-0• I I I I Z ' O ----- -- U�i - ------ u I I , O ' LL rl7 54 I Nxx Lu � I I Z I � I OG -- -- -- -- - -- U-1 ' W 0 ' I 141 ' I , I O m Y • Gtl 8• I V Lu 1 ; 4 4'-4• 4 I A7.2 4' • I O'-O' 3'-2' 1 Z-O' 2' 12'-O• A7.2 3'-O• 14 3 14 4 2'-G' I O'-O" 4'-4' I a-O` 4' • I a-O' 7:1-4 I a-0' I It I I 21UNDERGROUND PVC SLEEVE FOR AIR LINE D I TO CAR WASH BLDG. I I � 1 I , ---- -- -- L- -- -- -- -- J- -- -- '-- O - O I PART ROOM AND FINISH SCHEDULE i ' 145' b I 4 A7.2 I I � CHAIN LINK FENCE ROOM No. ROOM NAME. FLOOR. BASE. WALI5. CEILING. REMARKS MAT FIN MAT FIN MAT FIN MAT FIN 141 TOOL CRIB CONC. — — — CMU — 142 COMPRESSOR CONC. — — — CMU — 143 5TORAGE CONC. — — — CMU — 144 U5ED OIL 5TOKAGE CONC. — — — CMU — 145 PAKT5 RECEIVING CONC. — — — CMU 14G SERVICE 5AY5 CONC. — 4 I b M ir • 0 • 0 ` V FOR DOOR AND PARTITION TYPES SEE SHEET A7.1 Q DOOR TYPE OPARTITION TYPE FOR OVERHEAD DOOR TYPES SEE SHEET A3.2 0 THESE PLANS AND ARE SUBJECT TO REQUIRED BY FIEI tC06m-p�L,ywi,1,1__.­ BECESH ALL COPY > z 3. /. 5,1 8. 7. 8. B. 10. 11. 12 1 2/ 1 !O5 C o O/ O � " 7a Q ALF•j f ''I Oa Ci cw:.... 1.L PR0Pon NY , RE INSPE ':.. RY IN ORDER TO PPLICABLE,CODESS �w _>�� JVww �w�L= m� a LL" cc a.2,0 Q u V C>v A 1u to O A g w� � a- 1•••1 0 0 L"'1 u U > A2.3 DRAWN aYo.Md LU J U Q PART FLOOR PLAN Scale: 3/I G" = P-0" PART ROOM AND FINISH SCHEDULE ROOM No. ROOM NAME. FLOOR. BA5E. WALLS. CEILING. REMARKS MAT FIN MAT wN MAT FIN MAT FIN 14G SERVICE BAYS CONC. — — 147 CIRCULATION CONC. — — CMU FOR DOOR AND PARTITION TYPES SEE SHEET A7.1 FO DOOR TYPE OPARTITION IWE FOR OVERHEAD DOOR TYPES SEE SHEET A3.2 O IOPOSED WORK ;ORRECTIONS .1 PECTORSTHAT.' N ORDER TO (CABLE CODESr REM Z 5. i 7. B. Im 11. 17 9122/05 0 rA O O z � w A a�� LTI O F a Cil �� aLU =51)LL uU_Qw wm-i JWJ1;3 m = KS a W fL 4�a+a UQ Q ^ Li V u A aq °s cn Z � U a a a H O LL- p U al$LL A2A M&VVN er' o. MCL N -- 22'-0" 22'-0" C PART FLOOR PLAN - SERVICE DRIVE THROUGH Scale: 3/ 1 G" = P-0" PART ROOM AND FIN15H SCHEDULE ROOM No, ROOM NAME. FLOOR, BASE, WALLS. CEILING. REMARKS MAT FIN MAT I FIN MAT FIN MAT FIN 138 UTILITY ROOM CONC. ------- VINYL --- GYP B'D PT. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO "COMPLY -WITH ALL APPLICABLE CODES, FILE COPY FOR DOOR AND PARTITION TYPES SEE SHEET A7.1 DOOR TYPE PARTITION TYPE FOR OVERHEAD DOOR TYPES SEE SHEET A3.2 O VA z IlAR S 1 20" PART FLOOR PLAN - BODY SHOP Scale: 3/1 G" = P-0" 1OSED WORK IRECTIONS.4 :TORS THAT,' IRDER TO BLE CODES: FOR DOOR AND PARTITION TYPES SEE SHEET A7.1 PJ DOOR TYPE O PARTITION TYPE POP, OVERHEAD DOOR TYPES SEE SHEET A3.2 a€vi810N9 2. S. 4. 6. 6. 7. 9. 9. 19. 11, 12. 1 2/ 1 /05 C7 z � o ®Py/ PLO w n n O F a 0 Q --a Y y� 'Wat�j 33�jf~!)LL C�C)ww JF-�V ILI U . Lu W J F- V) w CC Co z g w o U Q PROJECT M:96-03 @MEET #: A2.6 CHECKED EY: 25'-4" ' IA , I I I MINI PREP BOOTH F15 7 , z ------------------------------ L 17 S4 U. I N It I z O I q I Yy o I V 1 I � la _Z 1 O U. �.' AIR STORAGE _ _ _ _ _ _ _ — _ _ — — ILI I 0 O 0 Lv � � o z CQ lu Lu O Iu J I Id QL OF STEEL 22'-01, E- 121A,1 I I N k 4 N 24'-5' 17 54 15'-I11 30'-G" 32 Fi 5 6 55 ------- --------------------------------- 1 , I � , I 1 I I I 1 I I 1 I 33 I 1 1 1 I S5 1 1 I 11 I I I I 1 1 , I , 1 , 1 , I I I I I , ------ I I 1 5 5 N r-----------------� I , 1 1 I , I I I I I I I , I, , I 1 I I I I I I I i t i i I , I I . I I � , I � , 1 , 155 � PART ROOM AND FINISH SCHEDULE ROOM No. ROOM NAME. FLOOR. BASE. WALLS. CEILING. REMARKS MAT FIN MAT FIN MAT FIN MAT FIN 152 BODYSHOP CONC. ------ -__ ----- .-. ----- 153 STORAGE CONC. ------ ---- --- ----- -_- ---- 154 PAINT SPRAY AREA CONC. ------ ---- --- ----- _-- ---- _--_- 155 SPRAY BOOTH CONC. ----- --_- -_- ----- --- -__- ----- 155A MIXING BOOTH CONC. ------ -_-- _-- ----- ... ___- ----- 15G SPRAY BOOTH CONC. ----- ---- -_- _____ -___ ..... 157 PAINT SPRAY AREA CONIC. ------ --- ----_ — ' IA SEE D til�NG 5H EA2. F R C INUA I N OF Too"5 D WING 1 PART FLOOR PLAN - BOD ?.7 Scale: 3/I G" = I'-0" 109' 4" 29'-9" I 154 Ln I I I I I § 12 I I ' 1 I I n I i I I 12 I I 1 - 19'-4" o O o I --------------------- 101-O" a I A7.2 I I I 1 I ' 'N I I I I ' ----- I � ---------, IA MCI A1;11 LI E I ---------------------cl 20'-0" FILE COPY µAR 3 � 20a6 T ESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS EQUIRED BY FIELD INSPECTORS THAT.I N. ;MAY BE NECESSARY IN ORDER TO " COMPLY WITH ALL APPLICABLE CODES FOR DOOR AND PARTITION TYPES SEE SHEET A7.1 DOOR TYPE O PARTITION TYPE FOR OVERHEAD DOOR TYPES SEE SHEET A3.2 O !,1AR 312006 WASIONS 2. 3. 4. a. 8. 7. a. 9. 10. ,,. 12. 3/30/OG rA O� o�w ram, "'ON ® F a Ci 0 1711 0) Q 1 Z � W O o U Q PROJECT #:86-03 §N: A2.7 DRAWN CHECKED BY; D. BY: McL. 0c CE (ff) nG n�l 88 -0" G-04 22'-0" 22'-0" 22'-a' 22'-O" CC 208 207 = CC 2 0 m © © © SERVICE o SINK C c CD 0 © 206 0 C 1 500 CMI 12.5 TONS IA5.1' I I I I I I I © 200 A ELEVATOR,I EQUIP. q E © A ATOP O O © ran § C 6'' 1011 i - IF ILL E 28'-5 1 /8'I © C� C 6-711 C 30'-01, a © 205 C 203 c C RAIL 5 A4,5 © c 202 SEE DRAWING 5HEET A2.9 FOR CONTINUATION OF TH15 DRAWING MATCH LINE PART FLOOR PLAN - MEZZANINE Scale: 3/ I G" = P-0" PART ROOM AND FINISH SCHEDULE ROOM No. ROOM NAME. FLOOR, BASE. WALL5. CEILING. REMARKS MAT FIN MAT FIN MAT FIN MAT FIN 200 CIRCULATION CONCH TILE VINYL --- GYP B'D FT, ACT ____ 201 STORAGE CONCH TILE VINYL --- GYP B'D PT. ACT _____ 202 MECHANICAL ROOM CONC, ----- ---- --- GYP B'D PT. 203 EMPLOYEE LOUNGE CONC, TILE VINYL --- GYP B'D PT. ACT ----- 204 MECHANICAL ROOM CONC, ----- ---- --- GYP B'D PT. 205 TRAINING ROOM CONCH TILE VINYL --- GYP B'D PT. A CT ----- 20G MENS RESTROOM CONCH C TILE C TILE --- C TILE PT. A CT ----- 207 WOMENS RESTROOM CONC, C TILE C TILE --- C TILE PT. A CT _____ 207A JAN. CLOSET CONC- ----- VINYL --- GYP B'D PT. 208 COMPUTER ROOM CONC, TILE VINYL --- GYP B'D PT. A CT ---- THESE PLANS AND ALL PROPOSED WORK ? ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO ';Al 'COMPLY" ALL APPLICABLE CODESr, FILE COPY FOR DOOR AND PARTITION TYPES SEE SHEET A7. 1 F� DOOR TYPE O PARTITION TYPE <MR� 120 2. 3. 4. 8. e. 7. 8. 8. 10. 11. 12. 3/30/OG o F O z �W p.r� W cp N � gad F Oa F Ci U.J Z QZ u o� z A g � U � a o x o Q 0_ PROJECT M08-03 9HEETM A2.8 DRAWN CHECKED BY•O MoL SYL \0J 1 It Ln 5EE DRAWING SHEET A2.5 FOR CONTINUATION OF THIS DRAWING C I , I � I I � I IAi i PART ROOM AND FINISH 4CHEDULE ROOM No. ROOM NAME. FLOOR. 6AS , WALLS. CEILING. REMARKS MAT FIN MAT FIN MAT IN MAT FIN1 202 MECHANICAL ROOM CONC. 209 PARTS STORAGE CONC. ----- -- — MATCH LINE 202 I I n FINISHED FLOOR TO FINISHED FLOOR 14'011-z-� E2O 9] I N��INNNIIINI�I�I�p ( III pi I .r N� ii ! II III I(( ; ! i II I Iil I I I, I IIII I Jill I i i Jil I ,i (! !Ii I I ' I Ig,PEINN ,; ' NaNIN���IppI�N����E I. ; IIi it ,: !' I i) III. II ( ' , I, .I O L' I'i,. j!'j!I III, i I I I, .. I I III i t (! '' ' I I �NPNp�,N(�N�INNNN�� IIII! i 1 III ', INN,uNINIII�pI�NN. I' III 41 i� l l l i s I I I pI�N�!N�IfNIpIN NI�pIIN,IppNN, I 11 (, I I J. TH15 PART • Vv1TI1 STAIR •METAL GRATING II ,) III (! ,)I�'I IiI Il Ili' 'I IpuPINp!NNNNHIJIIkMMRNNNpN ( i' iiii!. STORAGE BY FIXTUREINSTALL (: l�ppipl!pRI��N FLOOR .FIXTURES � ('I (" NNIHNpNNiNINO�IPU NN ry��q I' ( ( ! DURING ( I� i, (( Ii!',INUlipi'Ntlipp0ip'IpiN4RidIRIN!RiN!N (I CONSTRUCTION CONTRACT.�I III :i III i, II II I' III I' 22'-0" 22'-0" 22'-0" C) (D) (E) (F 22'-O" I G'-0" K.O. PANEL x 6-0" HIGH THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT C MAYB E NEC ESSARY AR YIN ORDE R T COMPLY WIT%A APPLICABII Q ES:' FILE COPY FOR DOOR AND PARTITION TYPES SEE SHEET A7. 1 DOOR TYPE u EU PARTITION TYPE REVI8ION8 2. 3. 0. 5. S. T. 3. S. 10. 11. 12. 1 2/ 1 /05 CA E; O z o� H 0 �- rn w4CC3 UUww aj � Lu Jw m=1�' U) aUiGGoCC IL UJ Z Q Z O O L LIG,� Q Q.. PROJECT M:05,W SHEET Y' A2.9 DRAWN CHECKED BY. C. MCL, SY: +52.8 F5F +45.3 F5F EAST ELEVATION Scale: 3/32" = I 1-0" T-to.J rar +45.3 F5F +45.3 FSF +45.3 F5F �3� NORTH ELEVATION Scale: 3/32" = I'-011 -53.3 FSF -56.6 F5F -56.6 P5F +45.3 P5F +52.8?SF +52.8 F5F WEST ELEVATION Scale: 3/32" = P-011 TYD.J rJf TYJ.J ! JI TYCLJ 1 JI T-�r.✓ I ✓1 TTr.✓ I ✓� •-'r.... � v� � �✓.v � v. -.r.v .... .-.� �. .-._ _. _ THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT t - MAY BE NECESSARY IN ORDER TO `: COMPLY WITH ALLAPPLICABLE CODES." FILE COPY -48.6 FSF -56.6 F5F -48.6 PSF -48.6 FSF -48.6 F5F -53.3 F5F -48.6 F5F -53.3 Y5P +45.3 F5F +52.8 FSF +45.3 F5F +45.3 FSF +45.3 F5F +45.3 F5F +45.3 F5F +45.3 P5F 2 a. 4. 8. 7. 8 8. 10. 11. 12 1 2/ 1 /05 C7 � & O c 1 H Q N F G. C1 Q 0 Z As O > w � a Lu U 0 w PROJECT #A&M &*ETM A3. I DMWN QMQMQ BY O. Akl- er: 1 2'-8' Y 0 1 O'-0" O tk r m N n m co 0 2a-G' 1/4' TEMP N v i 4'_2' O GLASS PANEL DOOR 2A 12'-0' 20'-G' N (V 2a-O' 20'-G' I a-o' 22'- 11' N [10 ry� ry� N -v la-r C U 1 GI-O' 18'-114 Ia4' O 0 ALL GLAZING IN DOORS AND GLAZING WHICH EXTENDS BELOW A LINE 36" ABOVE AN ADJACENT WALKING SURFACE OR ACCE55ABLE AREA SHALL BE "SAFETY GLA55" -- ( LAMINATED OR HEAT TREATED ) THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT, MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES;',, 2 9 !. 5- 6. 7. 9. 10. 12 1 2J I i05 i y 5Vo 8 ap C7 z G� o� a Cl c iul JV¢w U �� ® M=mu) CLwCEir 2,0 q O Z U a 0 U w PRWECT SHEET o A3.2 DRAWN CMacm 9Y-. G. sr McL. TOP OF 5TEEL - VARIE5 17V ' O" GRID"G" - 18' 101 GRID IV JOIST BEARING --------- 13.50 PARTS FLOOR ELEVATION -- ------- �� SECTION AT GRID °C° 4. I Scale: 3/1 G" = I'-0" 2 5ECTION AT GRID 0511 4. I Scale: 3/ 1 G" = P-0 COPY >? 2 a k 5. 5. 7. 8. 9. 10. 11. 12 1 2/ 1 /05 CERTIMATE OF AUTWAIZATION IF C7 z� H W�� aN E; A z �w A a C7 8 a y� F a a Ci 0 d N C� Q ~ Go Z Lu >U)LL Uvw_w W U eaay�y�11 JWJ►- CD 1n CL W cr 2,0 V �Q N A w Z 0 w W cn a O U w 229a A4. 1 GR„MI BY'(;. Md- CHECKM 01 SERVICE FLOOR _ ELEVATION a o° I t C 4. Scale: 3/16" = I'-0" N/I METAL BUILDI BY METAL BU 8" MASONRY 1 5 FI ,,A� Scale: 1/2" = 1'-0" TOP OF STEEL - VARIES —------------- 1 7' 0" GRID"G" - 18' 10" G RI 1! O- - BEARING 13 5 I PARTS 00 " - TYPICAL METAL PANEL AND KNEE WALL FLOOR ELEVATION OUT TO OUT OF STEEL 140' 0" f GRID "01 " 5cale: 1/2" = 1'-0" 10 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS °REQUIRED BY FIELD INSPECTORS THATA MAY BE NECESSARY IN ORDER TO " COMPLY WITH ALL APPLICABLE CODES: FILE COPY 2 3. 5. 7. 8. 8. 10. 11. ,2 CERTIFICATE OF AMORP.ATION e O z a c >ry W z 80 O Q F a n. ci � Q w z OI U U � � Li cn a O U w PROJECT #05M A4.2 DRAWN BY CHECKED i G. BY McL 5ECTION AT GRID "A" 4. Scale: 1 /2" = 11-0" 5ECTION AT GRID 'A" Scale: 1/2" = P-0" l•AC ¢I /. CL.1.�/. N F-, L N N N u Z a Z a �S n • 5ECTION AT GRID 'A' - ENTRANCE Scale: 1/2' = P-0' I I I I I I I T i ,I G rwatr cc ,Irrd FOAM FORM VATH STUCCO MN15H METAL ROOF BY METAL BUILDING MFR. & MASONRY WITH STUCCO FINISH 8• CONC., SLAB ARCH METAL 510ING BY METAL BUILDING MFR. PARAPET P05T BY METAL BUILDING MFR. FLASHING BY METAL BUILDING MFR. METAL BUILDING BY METAL BUILDING MFR. 5/8• GYPSUM BOARD ON 5TL 5TUD5 @ 24- CVC ALUMINIUM FRAME THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT. MAY BE o NECESSARY IN ORDER T0: COMPLYWITH ALL APPLICABLE.CODES UNE5 OF MA50NRY GLAZED ALUMINIUM BI-PART DOOR5 FILE COPY ,♦ • �`: SEE •' STRUCTURAL FOR OTINGAB ETC. REMS)OW 1. 2 4. 5. 5. 7. 5. ". t5. 11. 12 1 2/ 1 /05 CERTIFICATE OF AUTHORIZATION z $ C" uzz► N?� O Gn 0 c. aC o Q�% 8 R r F fi. Ci O Q� �O (A � U � W N a O PROJECT kD&M B!$Lt A4.3 DRAM" CHECKM BY: a M&d BY: 12 i j FOAM FOPM WITH SECTION AT GRID "1 2" 4. Scale: 1/2" = 1'-0" 2 SECTION AT GRID "C" Scale: 1 /2" = P-0" SECTION AT GRID "G" 4 i Scale: 1/2" = 1'-0' " )POSED WORK IRRECTIONS HORS THAT' ORDERTO'.O ABLE CODES h s REM 2 A 4. 5. 8. 7. 8. B. 1Q 11. 12 12/ 1 /05 CERTMATE OF AUTHORMATiON a a A z �w W � gR� O F a ci cn A Cz.; Z O U w V) a O U w PROJECT 9,051M MMIL A4.4 DMVMBV:O. officMM By, M& HANDRAIL 1/4'X 10 1/2000NT. PLATE W/ 1124 X 3' STUDS® 24' MAX STAGGERED N — UL DESIGN NO. U404.2 HR FIRE STEEL STUD PARTITION (NON -LOAD BEARING) DOUBLE LAYER OF 5/8' SHEETROCK BRAND FIRECODE CORE GYPSUM PANEL. IMPERIAL BRAND GYPSUM PANEL, OR FIBEROCK BRAND PANEL 35051 G2-30 STEEL STUD I G' ON CENTER 32 THERMAMBER SAFE, 5/8' 5HETROCK BRAND FIRECODE CORE GYPSUM PANEL 1/2' DUROCK BRAND CEMENT BOARD 2 HK FIRE UL DESING NO. U415 OR - U492 SHAFT WALL A55EMBLY 3/4' SHEETROCK BRAND GYPSUM PANEL, ULTRACODE CORE 34THERMAFIBER SAPS 4' CH STEEL STUD 24' O.C. 1' 5HEETROCK BRAND GYPSUM LINER PANEL G' CCNCRM SLAB - 5EE 5TRUCf. & C.M.U. WALL ELEVATOR EQUIP. i i i i� i i 3' 5LAB W/GXGXd18 WWF I z m MARLYN TYPE '1.5CF' 22 GA. I _ DECKING I § z WELD TO JOIST Q 24' C.C. � Z z 4 BRI DGI N 18K J STS@24'C.C. •� W/2 R OF BRIDGING I SECTION AT BRIDGE SECOND FLOOR PLAN .5 Scale: I/2" = I'-O" 5cale: 1/2" = I'-0" REFER TO SPECIFIC ELEVATOR MANFUACTURER5 5HOP DRAWING5 FOR DOOR OPENINGS, 5HAFT 51ZE5 ETC. WATERPROOFING CONCRETE — SUMP PR ELEVATOR SECTION 5cale: 1/2" — 1'-0" 9 m N •• At FHE E PLANS AND ALL PROPOSED A E SUBJECT TO ANY CORRECTI RE UIRED BY FIELD INSPECTORS AY BE NECESSARY IN ORDER CO PLY WITH ALL APPLICABLE Cl STL. PIT LADDER KEYWAY WATERSTOP FILE COPY HYDRAULIC PLUNGER PLUG W/ KEYWAY WATERSTOP V 1-12•0b REMSKM 2 A 1. S. 6. 7. 6. 6. 16. 11. 12- 1 2/ 1 /05 z o O 0 d w a R In ^ Oa F ci ORK o 4S tl- T iAL Ti., V Q O � As U O � a Lu W Q U w &'EET t A4.5 DRAM 8Y: CHECKM G. Md- BY: O BACK WALL riq m b f Ito Cv 2i_Gu N N 4' O" 8" MIN. I -7" PLAN LAV CLEARANCES ACCE55ABLE RESTROOM REOUIREMENT5 Scale: 1 /4" = P-0" STAIR SECTION Scale: 1/4" = I'-0" ROOM AND FINISH SCHEDULE ROOM No. ROOM NAME, FLOOR, BASE. WALLS. CEILING. REMARKS MAT FIN MAT FIN MAT FIN MAT FIN 100 SHOWROOM GONG. CARPET < TILE VINYL --- GYP BID PT. ----- ---- 1 O 1 CL05ET GONG. CARPET VINYL --- GYP BID PT. ACT ---- 102 OFFICE GONG. CARPET VINYL --- GYP BID PT. ACT ---- 103 OFFICE GONG CARPET VINYL --- GYP BID PT, ACT ---- 104 CIRCULATION GONG. CARPET VINYL --- GYP BID PT, AC T -- 105 OFFICE CONC. CARPET VINYL --- GYP BID P7, ACT ----- JOG ELEVATOR GONG. ------ ---- - --- -------- ---- - 107 OFFICE GONG. CARPET VINYL --- GYP BID PT. ACT ---- 108 WOMEN5 RESTROOM CONC. C TILE C TILE --- C TILE - ACT ---- 109 MEN5 RE5TROOM GONG C TILE C TILE --- C TILE --- ACT ----- 1 10 OFFICE GONG, CARPET VINYL --- GYP BID FT. ACT -- 1 11 OFFICE GONG. CARPET VINYL --- GYP E D PT. ACT ---- 1 12 JANITOR CLOSET GONG- ----- VINYL --- GYP BID FT. _____ ----- 1 13 KITCHEN STORAGE GONG. TILE VINYL --- GYP BID PT. ACT ---- 1 14 CUSTOMER KITCHEN GONG, TILE VINYL --- GYP BID PT. ACT ----- 1 15 RAMP GONG. TILE VINYL --- GYP BID PT. _____ ----- I I G CUSTOMER PARTS GONG, TILE VINYL --- GYP BID PT. ACT ---- 1 17 PARTS COUNTER GONG. TILE VINYL --- GYP BID FT. ACT ---- 1 18 MEN5 REST < LOCKERS GONG. C TILE C TILE --- C TILE -- ACT ----- 1 19 WOMENS REST < LOCKERS GONG C TILE C TILE --- C TILE --- ACT ----- 120 CUSTOMER WAITING GONG. CARPET VINYL --- GYP BID PT. ACT ---- 121 VENDING AREA GONG. TILE VINYL j --- GYP BID PT. ACT ---- 122 CUSTOMER WAITING GONG. TILE VINYL --- GYP BID PT. ACT ---- 123 KJDS PLAY AREA GONG, TILE VINYL --- GYP BID PT. ACT ----- 124 EMPLOYEE PARTS COUNTER GONG, TILE VINYL --- GYP BID PT, ACT ---- 125 FILE STORAGE GONG TILE VINYL --- GYP BID PT. ACT ---- 12G SERVICE WRITE-UP GONG. TILE VINYL --- GYP BID PT. ACT ---- 127 CIRCULATION GONG. TILE VINYL --- GYP BID PT. ACT ---- 128 OFFICE GONG. CARPET VINYL --- ACT ---- 129 OFFICE CONC. CARPET VINYL - - PT. ACT130 OFFICE GONG. CARPET VINYL --- rGrB'DPT. PT. ACT ----- 131 OFFICE GONG. CARPET VINYL --- PT, ACT ---- 132 OFFICE GONG. CARPET VINYL --- FT. ACT ---- 133 OFFICE GONG. CARPET VINYL --- GYP BID FT. ACT ---- 134 UN15FX R15TROOM GONG. C TILE C TILE --- C TILE --- ACT ---- 135 UNISEX RE5TROOM GONG. C TILE C TILE --- C TILE --- ACT ----- 13G GENERAL OFFICE GONG. CARPET VINYL --- GYP BID FT. ACT ---- 137 OFFICE GONG, CARPET VINYL --- GYP DID PT, ACT ----- 137A OFFICE GONG. CARPET VINYL -- GYP BID FT. ACT ---- 138 UTILITY ROOM GONG. ------ VINYL --- GYP BID PT, -__- -...- 139 PARTS STORAGE GONG, ------ - CMU --- ____ ----- 140 PREOWNED SHOWROOM GONG. CARPET k TILE VINYL --- I GYP BID PT. __-_ ----- 141 TOOL CRIB GONG. ------ ---- --- CMU --- --__ ____- 142 COMPRESSOR GONG. ----- ---- --- CMU --- --_- ----- 143 STORAGE CONC. ----- ---- --- CMU --- __-_ _____ 144 USED OIL STORAGE GONG. ----- ---- --- CMU --- I ____ ----- 145 PARTS RECEIVING GONG. ----- - - --- CMU ____ ----- 14G SERVICE BAYS GONG, ----- ---- --- ----- --- ---_ ----- 147 CIRCULATION GONG, ----- CMU FT. __-_ _--- 148 DRIVE THROUGH GONG, ----- ---- -- CMU PT, ____ ---- 149 OFFICE GONG. TILE VINYL --- GYP BID PT. A CT ---- 150 OFFICE GONG. TILE VINYL --- GYP BID FT. A CT ----- 151 DETAILING CONC. ------ ---- --- ----- --- _.__ ----- 15 I A MIENS RE5TROOM GONG C TILE C TILE --- C TILE --- ACT ----- 152 BODY SHOP GONG- ------ ---- --- ----- --- ---- ----- 153 STORAGE GONG. ----- ---- --- ----- --- -___ ----- 154 PAINT SPRAY AREA GONG. ---- --- ----- --- _-__ ----- 155 SPRAY BOOTH GONG. ----- ---- --- ----- --- -.-_ ----- 155A MIXING BOOTH GONG. ----- --- --- ----- --- ____ ----- 15G SPRAY BOOTH GONG. ----- ---- --- ----- __-- ----- 157 PAINT SPRAY AREA GONG. ----- ---- --- ----- --- __.. ----- 200 CIRCULATION GONG, TILE VINYL --- GYP BID PT. A CT 201 UNA551GNVD GONG, TILE VINYL --- GYP B'D PT. A CT --- REQUiRin ByCT 202 MECHANICAL ROOM CONC. ----- - GYP BID FT, ____ ---- may ap NECESSARY IN OR '.COMPLY 203 EMPLOYEE LOUNGE GONG, TILE VINYL --- GYP BID FT, A C7 ----- WITH ALL.APPLICAS 204 MECHANICAL ROOM GONG. ----- ---- --- GYP BID PT. ____ ----- 205 TRAINING ROOM GONG. TILE VINYL --- GYP BID PT. A CT ---- 2OG MEN5 RESTROOM GONG, C TILE C TILE --- C TILE FT. A CT ---- 207 WOMEN5 RE5TROOM GONG C TILE C TILE --- C TILE FT. A CT ---- 208 COMPUTER ROOM CONC. TILE VINYL --- GYP E'D PT, A CT 209 PARTS STORAGE CONC. ------ ---- --- ----- --- -_-_ - ED WORK CTIONS RS THAT - ER TO 2 CODES:'. REVISIONS t. 2. 3. 4. 6. 8. 8. 9. 10. 11. 12, 3/30/0G z C7 u h w^ � N In 2p0b ob ir— Lu J o U-1 = Q z U a (Q J �i o PROJECT •,05-M SHEET 0, A5. I DRAWN SV, 0. McL. CHECKED SVL 3'-0' 3'-0' 3' O' 3' O' 3'-V C 6" 1/4' WIRE GLASS 2' O' G' 5Aft7Y GLASS N N 0 0 0 0 1p l0 in in H.M. DOOR H.M. DOOR H.M. DOOR H.M. DOOR AND FRAME AND FRAME AND FRAME AND FRAME 3'-4" Y-4' Y-4' 3'-4' V-40 1 1/2 HOUR RATED A55EMBLY 1 1/2 HOUR RATED A55EMBLY NOT RATED NOR RATED NOR RATED LOUVERED H.M. DOOR AND FRAME DOOR TYPE A DOOR TYPE B DOOR TYPE C DOOR TYPE 0 DOOR TYPE D I 12'- ro 12'- I. co TWO HOUR RATED PARTITION TEST PER UL DES U41 I or U419 I PARTITION TYPE "A" 7. I Scale: 1/2' = 1'-011 ROOF 5Y5TEM PARTITION TYPE licit PARTITION TYPE 11G 11' 2 PARTITION TYPE "6" 3 PARTITION TYPE 'C' AND "C I " 7.1 Scale: 1/2" = I I-011 7. i Scale: 1/2" = 11-01 TOPTRACK MIN. 3 1/2' SAFING IN5UL. MTL. STUD PACKED INTO FLUTES OF DECK ABOVE CEIL. TRACK MIN, 3 1/2' SAFING IN5UL. PACKED INTO FLUTES OF DECK ABOVE CEIL, TRACK 7 HEAD Of WALL SECTION 7. I Scale: I " = I 1-011 PURLIN MIN. 3 1/ PACKEDI DECK AB( BATT INS WALL HEAD OF WALL SECTION AT PURLIN Scale: I " = I 1-O" ROOF SYSTEM ` RATED WALL HEAD OF WALL SECTION USG-810937 Scale: I" = P-011 AIN 5/6' FIRECODE COMPOUND LUSH W/ BOTH WALL SURF., V/ 3/8' CROWN AROUND PIPE .OVERLAPPING I' ON GYP. BD. AX. 4' DIA STL. PIPE, :)NDUIT, OR COPPER TUBE RATED WALL STEEL PIPE SECTION - U.L. SYS WL-1087 Scale: I" = I'-0'1 LAYER EACH SIDE 5/8" GYP. BD. 22 GAUGE 8" MTL STUDS (M 24" O.C. W/ BATT CAULKING ORDER SIZE FRAME O.D. & DOOR CUTOUT ORDEI PLUS 1" 31-0" DOOR TYPE G Ire- ra ACOU5T. TILE 8' CONC., BLOCK WALL. 5/8' GYP., B'D., ON 7/8' FURRING Q 24' O/C. BOTH 51DE5 44\ PARTITION TYPE 'D' Scale: 1 /2'1 = I'-011 1 3/4" (44mm) 5/64" DOOR ONLY SAW (2mm) (2mm) 11/1� (17mm) 1" (25mm) 1/2" (13mm) GLASS / �-- (,Dmmm) VISIBLE SIZE /j GLAZING GAP LITE F F 00 WOOD BI-FOLD DOOR TYPE H 12'- ro • TILE ACOU5T. 8' CONC.. BLOCK WALL. — 5/8' GYP., B'D., ON 7/8' FURRING Q 24' O/C. PARTITION TYPE HE I' 15 8" BLOCK WALL ONLY PARTITION TYPE 'E' t 'E I ' Scale: 1/2'1 = 1'-01 b 12'- Va •ll N 91 N c F G-4' NOT RATED DOOR TYPE E 12'- ro SEE PARTITION TYPE Co' DOOR TYPE J 12'- 1'0 MEZZANINE ELEVATION 14' O' V SEE STRUCTURALIt FOR MEZZANINE BULKHEAD OR PARTITION TYPE IC AT MEZZANINE EDGE AcT 6 MEZZANINE EDGE 7.1 Scale: 1/2" = 11-01 QI N iffk« 31�42 NOT RATED DOOR TYPE F 12 -ro THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS : REQUIRED BY FIELD INSPECTORS THAT: x MAY BE NECESSARY IN ORDER TO': COMPLY WITH ALL APPLICABLE CODES,:; ORDER SIZE IS / FILE VISIBLE LITE MINUS SIZE /� ORDER SIZE COPY MINUS 1" � MINUS 2" PLUS 2" (51mm) (25mm) (51mm) I I TYPICAL DOOR GLAZING 7.1 N.T.5 UStiGC➢[ 1. Z 4. e. T. a 9. 10. 11. u. 1 2/ 1 /05 CERTIFICATE CF AUTWAaATION (S $Q W aF O z �` w Q t7 8 a W �F 2 C F a Ci 1 �rw ij Si.; ujiLL u5ww J�Lcc1, .� wJ t— �im� awaCC �M�2 U-1 C� Q 0Luu LL- (n oz p UJ uw Q � _ 0 U >it*ELt A7 . I ORAWN BY: G. wu. caeca® IM RAIUNG SHOWN DASHED 15 OTHER 51DE OF RAMP NOT TO EXCEED 40 -ft TYPICAL TT -f I IT 71 I T TT 1 I 7- T' - IT TT 1 F T TI - T11 IT 7I 1 T T 11- F 71 IFF TI r Tf 71 IT TI -I FIT 117 IT TI I T- TI II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II 11 II II II II II II II II II II II II II II II II II II II II II II II II II II II II it II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II 11 II II II II II II II II II II II 11 II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II 11 II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II JJJL II JI_IL11_ILLL II 1111 LL11JL 11 JLILJJ-ILL- II JJJLitJL 1-IL-11JLll II JL11-IL II ---ff-------�F--=----FF-------�F-------�F-- ----- - -- ----- NOT TO EXCEED 4• TYPICAL 301-0' RAMP SECTION Scale: 1/2" = I'-011 STAIR SECTION Scale: 1/211 = t e 2.Y. 2.Y, W. ItNE.TM CP OENING STEEL ANGIE W/ 1/0 . I• NEL5CN Si m ® I G. m SLAB EDGE - O.H. DOOR Scale: I" = I'-0' TYPICAL GUARD P05T Scale: I"= I'-O" _ A. STAIR AT MAIN ENTRANCE .Scale: I/2" = P-O" THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT W MAY SE NECESSARY IN ORDER TO 'COMPLY WITH ALL APPLICABLE CODES, FILE COPY aEasMS 2. s. {. 5. 8. 7. a Y. to. 11. 12 CERTIFICATE OF AUTHORIZATION s C7 z o U a� a w INN ¢C7 A a � 8a• F a a Ci r � L'u s>CIO LL JUUj aw W U j ea' Lu J W m � aW Cr M,R W U o 0 O o ou- w/ p 11J U-1 Q � = O PROJMT SET L A7.2 DRAVM SY' G u- lHy GENERAL NOTES CODE, THE 2004 FLORIDA BUILDING CODE IS USED AS THE BASIS [IF THE DESIGN OF THIS BUILDING DESIGN, DESIGN OF THE OF THE FOUNDATION SYSTEM IS BASED ON LOADS SUBMITTED BY 'AMERICAN BUILDING COMPANY' SOIL, CLEAR BUILDING AREAS OF TREES, ROOTS,ORGANICS AND OTHER DELETERIOUS MATERIALS.BACKFILL WITH SELECTED GRANULAR MATERIAL IN 15' MAXIMUM LIFTS AND COMPACT TO A MINIMUM DENSITY OF 95% AS DETERMINED BY ASTM D-1557. ALLOWABLE SOIL PRESSURE SHALL BE 2500 PSF AND SHALL BE VERIFIED BY A TESTING LABORATORY CONCRETE, CONCRETE SHALL DEVELOP A MINIMUM STRENGTH OF 3000 PSI AT 28 DAYS. ALL CONCRETE SHALL BE READY -MIXED AND IN ACCORDANCE WITH ASTM C-94. SLUMP AND CYLINDER TESTS SHALL BE PERFORMED BY AN INDEPENDENT TESTING LABORATORY. PROVIDE FOUR (4) TESTS FOR EACH CONCRETE PLACEMENT AND/OR 4 TESTS FOR EACH 50 CU YARDS OF CONCRETE. MAXIMUM ALLOWABLE SLUMP SHALL BE 5 INCHES. MASONRY, CONCRETE MASONRY UNITS (CHU) SHALL CONFORM WITH ASTM C-90. PLACEMENT OF UNIT MASONRY SHALL BE STRAIGHT, PLUMB AND TRUE TO A TOLERANCE OF 1/8' IN TEN FEET. PROVIDE 'DUR-O-WAL' STANDARD WEIGHT ALL GALVANIZED 09 GAGE TRUSS REINFORCING AT EVERY SECOND COURSE OF MASONRY. LAY CONCRETE MASDNRY UNITS IN RUNNING BOND WITH SUCCESSIVE COURSES LAPPED 1/2 OF A UNIT. MORTAR FOR MASDNRY UNITS SHALL BE TYPE 'S' WITH A MINIMUM f'n=1800 PSI. REINFORCING, REINFORCING STEEL SHALL BE DEFORMED, NEW BILLET STEEL IN ACCORDANCE WITH ASTM A-615 GRADE 60 AND DETAILED IN ACCORDANCE WITH ACI 315. ALL SPLICES SHALL BE IN ACCORDANCE WITH CHAPTER 12 OF ACI 318, WITH A MINIMUM SPLICE OF 40 BAR DIAMETERS. REINFORCING COVER SHALL BE, 3' FOR FOOTINGS, 1 1/2' FOR COLUMNS AND 3/4, FOR SLABS OF INTERIOR EXPOSURE. STRUCTURAL STEEL, STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITIONS OF THE AISC SPECIFICATIONS FOR THE DESIGN,FABRICATION AND ERECTION OF STRUCTURAL STEEL AND ASTM A-36,LATEST EDITION. WELDING ELECTRODES SHALL BE E70 XX UNLESS OTHERWISE NOTED. ALL FIELD WELDS SHALL BE REPAINTED WITH TWO COATS OF RUST INHIBITIVE PAINT OF THE SAME BRAND AND TYPE AS THE SHOP COAT. JOISTS, OPEN WEB STEEL JOISTS SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE STEEL JOIST INSTITUTE STANDARDS, FABRICATOR SHALL SUBMIT FOUR SETS OF SHOP DRAWINGS FOR THE REVIEW AND APPROVAL OF THE ENGINEER. STEEL DECKING, DECKING SHALL BE 'MARLYN' TYPE 'I.5CF' 22GA OR AN APPROVED EQUAL. FINISHED FLOOR ELEVATION - (F.F.E.), FINISHED FLOOR ELEVATION FOR THE SERVICE, REPAIR AND PARTS AREAS IS SET AT +18.5001 HEIGHT REFERENCED TO 0,00' N.G.V.D. FINISHED FLOOR ELEVATION FOR THE SHOWROOM AND OFFICE AREAS IS SET AT-21.00' HEIGHT REFERENCED TO 0,00' N.G.V.D. FOR CONSTRUCTION CONVENIENCE THE HEIGHT REFERENCES USED ON THESE DRAWINGS AND DETAILS IS ASSUMED TO BE 0A0' FOR THE FLUOR ELEVATION ➢F THE SERVICE, REPAIR AND PARTS AREAS AND + 2.50' FOR THE SHOWROOM AND OFFICE AREAS. ALL REFERENCES FOR TOP OF FOOTINGS OR STEEL RELATE TO THE ASSUMED 0.00' T gl 1 M HE DRAWING 5 Q) (R) O (T) (U) (V w 1s t I � I SIN I SZ i a,wucr,now I 1 1 ,mem I rr, I I I 1 1 I I m SIM wawa..aR,won. I I I 8 -I11 L � I.R is.l•®Ilraoie. vay.sa®. I I r «r I ---------- Al r - •--- r--------- ' n--------------•' 1---- , 1 1 I __-- .. - 1 I 1 .G\ I-- SEE DRAWING 51 .7 I 1 I . slx 1 I i I I I 1 1 g I I I 1 I I OI I I I 1 I 1 OI I I 1 I 1 TRENCH DRNN BT MCCIVNiGL O mrr,mrx I •-( yy -- g 8 1 I I I I I 1 I I n,a,mn I I rr I I I OI g F G n, • ... 1 N, rn ru le avlm I (.......... p, .�n a, �.,_ SEE DRAWING 51 .5 A B D E F 11 I J K L M nnv,m nvem v.m B avo avu B avrm noa nav $ ava Hole mv� D ON Y�o M td MO Y ® KO V Vi . R r i r -1 I- --' - - - - - -- -CC�--- ---- -- n L O " O L II 5 �- � I I p� I •I I O I .ae,,.,wN..y.. t I I I . r ; • _ _ ® r 1_ r_ l r•_ N OF'1 y le�uws,sss,s,asre«ra v. we,arns® J 1J _ J __ c. I nwwNF w I � I e• � I I� I I (x�)1 I O I HE DRAWING 51 .2 I -- § , 15EE DRAWING 51 A I g I I I 10 'I , JJO I OI L O L I 3 I r I „ L Ile I II a aN �1O r O O I-"' � r< L - 1 • � n I - - rL�� J I - L - - I - - - - I - - - -I I R -- I L Jr- - 1 I As O V n : _ _O t6 rrvcmwa n,..m.wok I D � L _ T- w I (ni 1 I O L v 8to I J I IF I I I I I F4 r I I ! I g t Is LE .NNax. wa , m w.w m r 1 -I 1 'l 1 -I E J ICI J L J J L J I C J I S `I v T I I 1 I ,5EE DRAWING 51 . 1 I F18 D HE DRAWING 51 .3 O J L O Is I I I t SO -1 I a ..�a.'$.....a...« L I F18 F18 F3 Q + I I F2 I I i F2 F2 F1 - Q r 1 O F. J F4 - r I i - - F4 - - - F4 - _ F4 - - - - F4 4-N/®_ - _ - - I- - ITS L- L J L J L A I L J L J FI,LI J I F18 ICI J L 11 11 11 I 1} I F❑UNDATI❑N SCHEDULE MARK SIZE (BxNT) REINFURCING T/EL REMARKS FI IO'-D'xlD'-0'x3'-0' IIM7 BDT EA.WAY -2'-6' FIA 10'-D'%ID'-D'x3'-D' II07 BUT EAVAY F2 B'-D'x8'-D'x3'-D' 907 BOT EAVAY F3 6'-D'x6'-D'X3'-D' 707 SOT EAVAY -2-6• F3A 6'-D'x6'-D'x3'-D' 707 BOT EAVAY -1'-0' F4 2'-6'x L x 2'-G' 305 TLB 0'-0. NO TRANS- VERSE BARS F5 2'-6'x L • 3'-6- 305 TSB 21_6• NO TRANS- VERSE BARS F6 6'-0'x6'-0'x2'-0' 706 DDT EA.WAY 0'-0. F7 4'-D•x4'-0'x2'-6' 506 DOT EA.WAY D'-0' F7A 4'-D'x4'-C'x3'-6' 506 DOT EAVAY 2'-6• F8 4'-D'x4'-0•x2'-D' 506 ROT EA.WAY 0'-0. FBA 4'-0'x4'-0'x2'-0' 506 B13T EAVAY 2'-6' F9 V-6'x L x I'-D' 345 BUT -1'-4' NO TRANS- VERSE BARS FID 4'-0'x4'-0'x3'-6' 507 BUT EAVAY 2'-6. F11 l0'-D'xID'-D'x3'-D' II117 BOT EAVAY -3'-6- F12 II'-O'xil'-0'x3'-0• 1207 ROT EA -WAY -2'-6- F13 8'-D•x8'-D'x3'-D' 907 DOT EAVAY 0'-D' F14 7'-0'x7'-D'x3'-0• 807 BOT EAVAY -2'-0- F15 5'-0'x5'-D'x3'-0' 607 BOT EAVAY 01-0. F16 1'-6'x L x I'-D' 305 BUT D-0' NO TRANS- VERSE BARS F17 7'-0'x7'-0'x3'-6' 806 DOT EAVAY 2'-6. FIB I'-6'x L x 1'-D' 305 BUT 2'-6' NO TRANS- VERSE BARS F19 9'-0'x7'-5'x2'-O' 05 B 12' U/C BOT EA WAY -4'-D' F20 9'-0'x9-0'0'-0' 1007 DOT EA.WAY NOTE: ALL HAIRPIN5 ARE 12' O' EACH LEG x GAUGE 5HOWN ON DETAILS COLUMN SCHEDULE MARK SIZE REINFORCING TIES TYPE REMNB:S CI TSSX6X3/8' STEEL ASTM A501 C2 12' X 12' 406 03 612' CIP C3 C4 I N I I I O L J L J g - F4 I I ! ! I I - I- -- -- - - -- -- -- -- F4 i --�-- --�-- - --r _ F, ,4 � 1 0 0� I 0 I L - - �IL --E1�--- - -EI r. .. A B C D E F 65 y H I J K L M a a a UPLIFT PRESSURES a=14' ZONE 1-45.3PSF ZONE 2-67.4 PSF ZONE 3- 93.4 PSF a a PRESSURE (PSF) AREA ZONE 4 ZONE 5 ZONE4,5 10 '80.4 -74.6 +55.7 20 -58 -0.8 +53.3 2-14' 30 •88.6 •87.4 +52.8 50 55.7 -86.1 +51.9 100 50.9 - 8 +49.1 200 -48.6 53.3 +45.3 WIND CRITERIA: VELOCITY: 140 MPH, EXPOSURE V. CATEGORY 11 (IMPORTANCE FACTOR-1.0),PRE55URE CDEFF.-+0.18,-0.18 DESIGN PRZ55URZ ON BUILDING ENVELOPE ELEMENTS: 5EE SCHEDULES. EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED BY PRODUCTS WMICH MEET THE REGUIREMENT5 OF 55M 12. 5UPER1MP05ED LOADS: ROOF: 10 P5F D.L. ROOF: 20 PSF L.L. THESE PLANS AND ALL PROPOSED WORK 'ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT i.'; MAY BE NECESSARY IN ORDER TO +' COMPLY WITH ALL APPLICABLE CODES,; VI > 1. 7_ 3 4. a 7. i 9. 10. 11. 12 12n/OS vl V z O Q (i pp�3po N< GSM w A ��S C O F a ci 0 V z O A o � U U A 'w a o IYI O U PRo1Bcr •.os.m SHEETL Sl DRAWN CHECKED BY: VJ.O, BY: VJ.OBRIEI' '® 0 • I O N 0 9 0 9 11 S3 11 S3 SEE DRAWING SHEET 51.2 FOR CONTINUATION OF THIS DRAWING - MATCH LINE 1 F5 I sr r-2,rr 29-01n I F16 I I I I I 1 § I I Fs I I I I I F8A L--———————— — — — — —— Fg =1— — — — — — — — — — — — F6 I 01 F6 I °1 I I I -- -- -- -- -- -- -- -r.Ll-- -- -- - -- -- -- - - -- -- -- L cJ c, - - 'VARIES L 1— I J r — — — — — r _ —17L I F- J I I C� _Z r 5' SL4B W/6X6XEJ6 WWP ON WELL COMPACTED 6 TREATED PILL LZF6A I I I OVER 6 MIL VAPOR BARRJER (PROVIDE 1/8' X I' DEEP 5AW-CUT JOINTS Q 39-0' MAX IN BOTH DIRECTIONS) J I — I � � ' f c, I 01 J L I-J L J L J L J L J F16 c, L (t I � 2f-0,rr 5'14 3/4' i 2r-„• ,a�,rri 2.r.e,rr + 1s 1 I 0 — — — — — — — Z I I _Z I r 5 c, I I I i L--I-----------1 1 I I V S3 L J I c, I 1(c, ��—1 c, ------ --� c, [ -- I IoL 21'-V F6 i —I F6 —I F8 l — — ��oS 5 I O F5 F8A — — I S3 F8 �� 15 I I Im 7 m }- I S3 L IS � of F18 I `W F12 A-- F7A F7 i F16 ' I - -1 F5 I I F5 c, c,— —F4-1---------I I I �— --I-------—--�------ I----�—L- �--- - ---------1-- -- � ----- �-- -- � a— I —I------ ------------- ---------4------4--------I--- --I — — — — — — I--T I I I I I W F3A I I I I I I I I uJ I I I I I I i I I I I I I I to L-- —------J-- --J -- — — —— —J F12--I— - J pppp'I F11 � F11 F11 F12 � f ICOPY lw I 1 F5 I -- -- -- -- -- -- -- I F5 Z 14 I I J 1 I I I I I Q I F7 r ' pq I G — — — — —I I L — — — — — — — — — — — — J L — — — — — — — — — - � — — — — — -Jr L — — — — — — — — — — - L — — — — — — — — —--T 0 PAR FOUNDATION PLAN APE SUBJECT TO ANY (� E4UIRED By FIEI U INSPECTORS 1 ei .I )MAMBENECESSA°�'�OROE�`O S SCALE: 3/16"=1 -0" C..0 YW�THA�-tAPPLICA'=�� 22'-O' 22'-0' 22'-0' 22' O A n1155 nc nD nE > 2. s. 4. s. Q 9. 9. ,o. ,Z ,v,M5 O0 u 00 � y ti a A a ^RF O H a c 0 a � A o O o Q U O � a w O � w a U at>rx-rc S1.1 DRAWN ME= BY: BY.YJ.OERLEY CML&MM rHm i ruuivuH i iuiv rLHiv SCALE: 3/16"=1'-O" ESEPIANS AND ALLPCORRECTIONS pRESJBJECTTOAMI { REQUIRED V FIELD INSPECTORS THAT BENHmo ALLAPPI.CABLP.CO ES' REVISKM 1. 2 31 4. 7. a 9. 10. 11. 17. 1 2/ 1 /05 c� o w aF F .i a Cl 5 c n w A A o O� o A c4n u O R a F. O a u 9AoIEC7 kos-M slumt S 1.2 DRAWN BY: CH6CRED C.CRAVFY BYN l aFRLEY 5EE DRAWING SHEET 51.4 FOR CONTINUATION OF TH15 DRAWING I I FF EL 0'-0" IF16 o F16 I I I 1 5' SLAB W/6XGXGIG WWF ON LL COMPACTED 4 TREATED PILL I i II Q I OVER 6 MIL VAPOR BARRIER r , LnIQL1 , (PROVIDE 1/8•X IDEEP SAW-,h.UTJOINT5 @ 39-0' MAX IN BOTH DIRECTION5) -- -- -- -- -- -- -- -- C =V1- -- --- � I I I O I z 1 11 VARIES 0 I —zl I `� F8 10 ju---------� I ® I I I j 1 I i FF EL-0'-3" MATCH LINE I I I I I I I I I I N -f- -- - -- -- -- -- - -- -- — I I I 1 I F4 I I I I I I I I -- �- -- -- -- - a -- I --- - - - - I I I I I I I � � I I I TRENCH DRAIN BY MECHANICAL 1 I I I I I I I 1 F16 I S 4 I I I I I I 15 I I I VARIES LLjj -- -- -- -- -- -- -- -- -- -- -- -- r— -- -- -- -- 1— I I FOR ANCHOR BOLTS SEE 1 F 16 I "AMERICAN BUILDING COMPANY" DRAWINGS. , I F106IF16 I I I I I F2 -I-- y F2 F2 F1 ---- 1 I F4 F4 I I F4 L 1-------� — 1---I------ ------ — — ----- ----- -----� -- --� — r� — — — — — — — — i J L� _ 1 I I 9L7— I 1 ' -- -- -- -- -- -- -- CF) I I I rd! 11, I ri I t I L _ J I I 4' • 1 O'-08 3'-2' I z a 2' 12'-00 31-0• I I I I I I I I I PART FOUNDATION PLAN I I I SCALE: 3/16"=1'-0" I I I I I I I F4 ; F15 I 15'-O' 29'-O' 28'-8' I Q-4' I ) i !:Ki lL' (M I 4 6" CMU WALL 4'-0• HIGH Wh me 0 I O THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS § REQUIRED BY FIELD INSPECTORS THAT], MAY BE NECESSARY IN. ORDER TO COMPLY WITH ALL APPLICABLE CODES: FILE COPY N > i. z a s. a R 9. 10. 11. li I LIpS O O � N w AQ ^On Oa F Ci 0 Gia a Q ¢ A O� o o H r� o rA a LTJ a o w a U PROJQ= cmm St= f S1.3 DRAWN CHECKEDEY-VIrERLEY BY: C.CRAVEI G'-0' 15'-V CAL OF 5TEEL 29'-V CIL OF 5TEEL 123'-8• 28'-8' m _ GL OF 5TEEL N 28'-8• FACE OF 5TEEL 19-4' 2'-0 I0-O' 4'-4' 10'-0' 4-4- 1O'-0' 4'-4' 1(Y-0' 4-4- 1O'-O' W-4' 10'-0' — 4' _ — 10'-O' 4'-2' I -- - - -- - I ------- - I -----------I- I --- -- I -}- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r I I I I I I I I --I - ---I m -----I I ---- I F2 F2 F2 FI � F3 I Q8' CMU WALL X 4'-0' HIGH WlN5Q48' rr�^^ FOR ANCHOR BOLT5 SEE 'AMERICAN BUILDING 5Y5TEM5' DRAWING5. V J #G X I Z47 LONG HAIRPIN (EA.LEG) u- LEVEL I z , 1 I O , � I TRENCH DRAIN BY MECHANICAL 71 z-- - - - - - - - - -- --- �- U I I I FF EL-0'-3' i I I 0 NJ I I I I ' I/ARIE5 to I I I lu- I. pL I -- -- -- -- -- -- = I cn I I I I z p I , I I I M I it I C) p I I W I I 1 I 8' CMU WALL W/M5024' TYP I a I I I 5' 5LA15 W/GX6XE/G WWF ON WELL COMPACTED t TREATED FILL QI I FF EL O'-0' 1-6 J b r 2- 4 53 N O m 0 o%' FILE copV t� THESE PLANS AND ALL PROPOSED WORK v_ ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY�WITH ALL APPLICABLE CODES., ' n LPL u J O i SEE DRAWING SHEET 51.3 FOR CONTINUATION OF TH15 DRAWING / MATCH LINE uj z PART FOUNDATION PLAN rZ uSCALE: 3/1650=1$-0" Q V G 6 2 J. 4. x Q 7. a 9. IQ 11. 11 1 2/ 1 /05 O o � A z Q A a00 H g F4 F a Ci g 0 ron¢ AO o z � A w � U a O R O U AHMM. SIA DRAWN t'Nmecn BY: QZRAvm BLY] IJIMIM . -------- ----------- .................. .-------------- ............. .................. -------- ----------------------------- ..... .. ----. ---- --- _ N PART FOUNDATION PLAN SCALE: 3/16"=1'-O" ERE S AUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS TNP. MAYBE NECESSARY IN ORDER TO 4' ':COMPLY WITH ALL APPLICABLE CODES' REVSKM 1. 2. ). s. a ]. s 9. I0. I1. 12 1 WIM5 � g�g � z� a a U w 9aF 00 1 Q W C7 8 a RF F a Ci c a w Q 0 z 0 Q w A cn U O Lrl a w F„ O U Matter "S�m SHMAk S 1.5 DRAWN13Y CF{ES.IMBY:VJAERLEY CCRAYER LE 0?1 OPOSEOW0A to VESEpuo, ANy colk"EC'I10 s pRESUBJE FIELD EOp jkTO aEa�pYBENECE�pp �Op®1.EOODES: OMp1`l!�I��N, A wy-- PART FOUNDATION PLAN SCALE: 3/ 1 6"= P-O" >zE�,� 2 3. 4. S. a 7. a 9_ 10. 11. 12 lwi1 O (JJ] O rti Z N�� < � OV 1 � O W A� C. VJ p gC a r 0 a z O o A w Ca 07 U w � � O U PRQ= "S-w SH= r S 1.6 DRAWN CHECKED BY: BY'YIGERLEY CCRAVER 0 N 0 Iti 25'-4' r----- -- -- --- --------- ---- -- -- -- - -- -� , I a F15 ------- -------- SIM 01 , , , , , , , , , , ' F4 , , , , , , SLAB W/GXGXG/G WWF ON WELL COMPACTED s TREATED FILL , 'ER G MIL VAPOR 5ARRIER , I ;O'y1DE 1/8' X 1' DEEP SAW -CUT JOINTS Qa 30'-0' MAX IN 50TH DIRECTIONS) i i i I 24'-5• ------------------------------- -- q ----i 4' 1/2' FF EL 0'-a' F4 ; ------------------ FF EL-0'-3" I FF EL 0'-0" 30'-G' 29'-9' ----------- ---------------------------- --------------- - - - - -- -- --------------------- I F4 r-r W-8I • ; F4 F15 I , FF EL 0'-0" ' W I0-I I/4' 6'-91/2' 4'-21/4• S5 I� II II ' I� II I II II I I I /G X 10-0' LONG HAIRPIN (EALEG) I I I — I i l J I ' 2'-10' 2'-2• FF EL 0 -3" — FLOOR OPENING5 I ' II I II II I II II ' I 1co- 1 1/4' G'-9 1/2' W-2 1/4• FLOOR TRENCH , I ' , I , , I' , I 4'-8 I /z' t 21'-1 • t a'-8 I /2' FF EL 0'-0" I q---\ SIM 2a-0' �P v n , I v ----------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------- ------------------------------ r � r � r � � I ---' F15 i ; FFEL9-p^ Ih LJI ----- •----- - - ------------ -- ' -, r-------,-------' �'----------' `- - F13 F13 F13 SIM N 1 1 ' S3 W ' I 1 , , to I NSANDAI.dPROPOSEDWO SEP1A CORRECTION F4 I RE SUBJECTEIE NSPECi0R5T t' � � � EQUIRED EN S: Mp,Y BENECES� APPL CABLE CO F4 FFEL-o'-3" I F4 ----- WA AL - L_LLT 77T]l 111 111 11111 1111111 111111 111 1111 11 PART FOUNDATION PLAN , , I I , , FILE, 5. 5LA5 W/GXGXG/G WWF ON ILL COMPACTED t TREATED FILL i OVER G MIL VAPOR BARRIER I i (PROVIDE 1/85 X 1' DEEP 5AW JOINTS Q 3(Y-0' MAX IN BOTH DIRECTIONS) ' F4 I � , i N F G I F13 ' F13 F13 F13 --- --- -• -- ------ - - \l/ ------- w •-------- / t -------• F16 Q- OF STEEL a0 i FF EL 0 0 1 ii���----------------------------- SH IfIft 51.5 FOR CONTINUATION OF T C!-4S DRAWING MATCH LINE 2a� ,_,,_o » i 4. 5- Q 7. a 9. Ia u. I1 1711M z � yo U w a� o V 8pFt•.� Oa F c yY 0 � A o OO w r�1 O q a w O a w U PROWT Est SHEET#, S1.7 MAWN CHECKEDB BY: CJMAVFA AIDMIM 2ND FLOOR SCALEi 3/16'=1'-0' FRAMING PLAN Y Co GENERAL NOTES DESIGN:DESIGN OF THE OF THE FOUNDATION SYSTEM IS BASED ON LOADS SUBMITTED BY 'HERITAGE BUILDING SYSTEMS' DATED 5-12-04 SOIL: CLEAR BUILDING AREAS OF TREES, ROOTS,ORGANICS AND OTHER DELETERIOUS MATERIALS.BACKFILL WITH SELECTED GRANULAR MATERIAL IN 15' MAXIMUM LIFTS COMPACT TO A MINIMUM DENSITY OF 95% AS DETERMINED BY ASTM D-1557. WABLE SOIL PRESSURE SHALL BE 2500 PSF AND SHALL BE VERIFIED BY A TESTING LABORATORY 2ETE: 2ETE SHALL DEVELOP A MINIMUM STRENGTH OF 3000 PSI AT 28 DAYS. :ONCRETE SHALL BE READY -MIXED AND IN ACCORDANCE WITH ASTM C-94. AND CYLINDER TESTS SHALL BE PERFORMED BY AN INDEPENDENT TESTING LABORATORY. IDE FOUR (4) TESTS FOR EACH CONCRETE PLACEMENT AND/OR 4 S FOR EACH 50 CU YARDS OF CONCRETE. IUM ALLOWABLE SLUMP SHALL BE 5 INCHES. JRY: 2ETE MASONRY UNITS (CMU) SHALL CONFORM WITH ASTM C-90. =MENT OF UNIT MASONRY SHALL BE STRAIGHT, PLUMB AND TRUE TOLERANCE OF 1/8' IN TEN FEET. IDE 'DUR-O-WAL' STANDARD WEIGHT ALL GALVANIZED #9 GAGE > REINFORCING AT EVERY SECOND COURSE OF MASONRY. :ONCRETE MASONRY UNITS IN RUNNING BOND WITH SUCCESSIVE COURSES :D 1/2 OF A UNIT. %R FOR MASONRY UNITS SHALL BE TYPE 'S' WITH A MINIMUM F'm=1600 PSI. ORCING: ORCING STEEL SHALL BE DEFORMED, NEW BILLET STEEL IN ACCORDANCE WITH A-615 GRADE 60 AND DETAILED IN ACCORDANCE WITH ACI 315. ;PLICES SHALL BE IN ACCORDANCE WITH CHAPTER 12 OF ACI 318, A MINIMUM SPLICE OF 40 BAR DIAMETERS, ORCING COVER SHALL BE: 3' FOR FOOTINGS, 1 1/2' FOR COLUMNS AND 3/4' FOR SLABS OF INTERIOR EXPOSURE. :TURAL STEEL: :TURAL STEEL SHALL CONFORM TO THE LATEST EDITIONS OF THE SPECIFICATIONS FOR THE DESIGN,FABRICATION AND ERECTION OF :TURAL STEEL AND ASTM A-36,LATEST EDITION. ING ELECTRODES SHALL BE E70 XX UNLESS OTHERWISE NOTED. 'IELD WELDS SHALL BE REPAINTED WITH TWO COATS OF RUST [TIVE PAINT OF THE SAME BRAND AND TYPE AS THE SHOP COAT. S: WEB STEEL JOISTS SHALL BE FABRICATED AND ERECTED IN ACCORDANCE THE STEEL JOIST INSTITUTE STANDARDS. CATOR SHALL SUBMIT FOUR SETS OF SHOP DRAWINGS FOR THE REVIEW 1PPROVAL OF THE ENGINEER. DECKING: NG SHALL BE 'MARLYN' TYPE '1.5CF' 22GA OR AN APPROVED EQUAL. TYPE '1.5CF' 22 GA DECKING TYP THESE PLANA AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS , REQUIRED BY FIELD INSPECTORS THAT' MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES:s FILE COPY BEAM SCHEDULE MARK SIZE 6 x t KLI FURLINU STIRRUPS TiEL REMARKS TOP MID BTM Bl W24X 62 13'-5' ASTM A36 B2 W16 X 26 13'-5' ASTM A36 B3 W12 X 14 13'-5' ASTM A36 TB1 8 X 16 2#5 2#5 17'-0' TB2 8 X 16 2B5 2,15 24'-4' ARCH TB3 RBI 8 X 16 2B5 2#5 30'-0' RB2 RB3 > 2 0. 4. S. B. 7. a 9. ,D. n. 12 1 2/ 1 /05 C7 W �6� O z[ Q o g H a ci 9 Z Q J W Q LD E:l z q � J Q LL_ Ld U Ld � W H J L` 1---i J I— z Q LL_ u LLJ u 0 SHEETt S2,1 of' DRAWN CH< BY: CCFAVER BYVJGERLEY 2ND FLQOR SCALE 3/16'=1'-0' FRAMING PLAN U U d' CLI w V) FILE COPY THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT: MAYBE NECESSARY IN ORDER TO.t.$ COMPLY WITH ALL APPLICABLE CODE$ REVHWM 1. 3. 3. 4. 5. 8. 7. 0. B. lo- ll. tz. 1 2/ I /05 z � 0 A � Z y w a w � U�, F a ci 5 0 z Q w LD Q �Q a z Q w Q ry Lv U Li o W a- J H Q � o Z Q L� o = w (__) PROJECT EW-0 St*u V. S2,2 of 14 DRAWN OECRED BY C.CRAVER BV:V.J DERLEY N EL 4'-0" STEEL COLUMN BY "AMERICAN BUILDING COMPANY" FILLED H- BLOCK W/1Y5 CON . FOR ANCHOR BOLT SIZE AND LOCATION SEE AMERICAN BUILDING COMPANY DRAWINGS 8"C.M.U.WALL W/M5048" 5' SLAB W/6x6x6/6 W.W.F, ON WELL COMPACTED AND TREATED FILL ON 6 MIL VAPOR BARRIER " SHEAR LUG (SEE DIET 21) EL 0'4Y GRADE d • ° Y8 HAIRPIN X 17-0" LONG (EA.LEG) .n d d ° - 8d d d ° d d ° d p ° ° a F1 F2 F3 dJA ° ° d i CENTERLINE COLUMN & FOOTING PLAN DbWELS TYPICALiSPACING 848 FOR ALL.SIMILAR DETAILS S3 & S4. �. �._.�. SECT 1-1 �0 • 1 • OIL COLUMN NO ST6RUPS & FOOTING 8Y GX V 5' SLAB W/6x6x6/6 W.W.F. ON WELL AND TREATED FILL ON 6 MIL VAPOR h EL 0'-0" OR 2'4r STEEL COLUMN BY *AMERICAN BUILDING COMPANY' FOR ANCHOR BOLT SIZE AND LOCATION SEE AMERICAN BUILDING COMPANY ➢RAWINGS t5'SLABW/6x6x6/6 W.W.F. ON WELL COMPACTED ATED FILL ❑N 6 MIL VAPOR BARRIER AR LUG (SEE DET 21) EL 7-S' °. Q - d 4 - d ° p ° /8 HAIRPIN X 12-V LONG (EA.LEG) d ° - ° � F5 GRADE ° ° d d p d p ° ° a F1A F11 °p 64 d d d 1 IX° ° d CENTERLINE COLUMN & FOOTING 8-f8 SEE 1183 FOR DOWEL PLAN SECT 2-2 5' SLAB W/6x6x6/6 W.W.F. ON WELL COMPACTED AND TREATED FILL ON 6 MIL VAPOR BARRIER TYP Cl COLUMN D h EL 7.8' r 3/40XI MI2" PLATE W/4-W4' DIA X 5' STUDS p ° d p ° 1�//FOOTING (SEE PLAN) VARIES SECT 5-5 5' SLAB W/6x6x6/6 W.W.F. ON WELL COMPACTED AND TREATED FILL ON 6 MIL VAPOR BARRIER TYP 8" X 8' W/1 15 CONT F:TI- r4l 8" C.M.U. WALL WNS 0 48' FILL ALL CELLS \LANCO SILICONE ELASTOMERIC MODIFIED COATING SECT10-10 LANCO SILICONE ELASTOMERIC MODIFIED COATING S' C.M.U. WALL W/M6 Q 24' FILL ALL CELLS GIRTS Q 5'-0- WELD 117 X 4' STUDS a 4'-0' MAX STEEL COLUMN BY'AMERICAN BUILDING COMPANY' POURED BEAM W/1 /5 CONT. FOR ANCHOR BOLT SIZE AND LOCATION SEE AMERICAN BUILDING COMPANY DRAWINGS S' C.M.U. WALL W46 48' S' SLAB W/6x6x6/6 W.W.F. ON WELL COMPACTED AND TREATED FILL ON 6 MIL VAPOR BARRIER SHEAR LUG (SEE DET 21) ELIV-0- a' ° a - N 4 w ° ° /8 HAIRPIN X 17-0' LONG (EA.LEG) d {7 d d ° d °4 p d O ° 8' 8' ° p d p ° ° d o F12 °p 17 d ° d d a ° ° a �— CENTERLINE COLUMN & FOOTING .:.,.,., 5' SLAB W/6x6x6/6 W.W.F. ON WELL COMPACTED AND TREATED FILL ON 6 MIL VAPOR BARRIER TYP h EL 7-W RAMP E, VARES �8'X8'WNit5CONT F9 SECT 6-6 STEEL COLUMN BY "AMERICAN BUILDING COMPANY' FOR ANCHOR BOLT SIZE AND LOCATION SEE AMERICAN BUILDING COMPANY DRAWINGS 5' SLAB W/6x6x6/6 W.W.F. ON WELL COMPACTED AND TREATED FILL ON 6 MIL VAPOR BARRIER -I dV 0. - i d d ° d ° d ° ° ° GRADE ° d d SECT 11-11 8 LANCO SILICONE ELASTOMERIC MODIFIED COATING F16 EL 74r GRADE SECT 3-3 5' SLAB W/6x6x6/6 W.W.F. ON WELL COMPACTED AND TREATED FILL ON 6 MIL VAPOR BARRIER TYP 8' X S' W/1M5 CONT S' C.M.U. WALL W/N5 ® 48- FILL ALL CELLS SECT 7-7 FILLED H- BLOCK W/1i5 CONT. 8' C.M.U. WALL WH5 ® 4 .. STEEL COLUMN BY'AMERICAN BUILDING COMPANY' r— FOR ANCHOR BOLT SIZE AND LOCATION SEE AMERICAN BUILDING COMPANY DRAWINGS Ir)C3-(MA)) CONT. PIER / 5' SLAB W/6x6x6/6 W.W.F. ON WELL COMPACTED AND TREATED FILL ON 6 MIL VAPOR BARRIER 1 ELEV.VARIES 205CONT. d 4 ° O ° d 4 ° 14Q24' STIRRUP ° ° F4 d a d ° 7$ SECT 4-4 8' X W W/1f5 CONT ram' p4MN SG 5- SLAB W/6x6x6/6 W.W.F. ON WELL COMPACTED ? 8' AND TREATED FILL ON 6 MIL VAPOR BARRIER TYP w o S`ppE 3 8' C.M.U. WALL WIN5 ® 24' h EL U-W FILL ALL CELLS STEEL COLUMN BY *AMERICAN BUILDING COMPANY' FOR ANCHOR BOLT SIZE AND LOCATION SEE AMERICAN BUILDING COMPANY DRAWINGS 5' SLAB W/6x6x6/6 W.W.F. ON WELL COMPACTED AND TREATED FILL ON 6 MIL VAPOR BARRIER n d d d ° d ° ° d ° d SECT 12-12 SECT 8-8 t5 HAIRPIN X 174Y LONG (EA.LEG) 8 B' X 8' W/1#6 CONT SECT 9-9 FILE COPY GIRTS m 5'-0' WELD 1/7 X 4' STUDS Q 4'4' MAX STEEL COLUMN BY'AMERK AN BUILDING COMPANY" POURED BEAM W/105 CONT. FOR ANCHOR BOLT SIZE AND LOCATION SEE AMERICAN BUILDING COMPANY DRAWINGS 8'C.M.U.WALL WAS®48' F5SLAB W/6x6x6/6 W.W.F. ON WELL COMPACTED AND TREATED FILL ON 6 MIL VAPOR BARRIER-, 0. d d d ° d d ° ° /5 HAIRPIN X 17-0' LONG (EA.LEG) � d e a THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS ". REQUIRED BY FIELD INSPECTORS TH'A!TTI MAY BE NECESSARY IN ORDER TO SECT 13-1 3 COMPLY W TH ALL APPLICAB E CODES" v z i .. S. a v. a 9. 10. u. u 1 2/ 1 /05 z o U O z d w o a, N W g Rp F a Cl Y 0 U Q w 0 Q CA U W � M�1 � a U � Q O V SHM S3 MA"11, CHEIMMSYMMERM V.1.0- GRADE lus ME 1. ruir ANCHOR BOLTS PLAN DETAI 8" C.M.U. WALL W1/5 G COMPACTED APOR BARRIER N 5' SLAB W/6x6x6/6 W.W.F. ON WELL COMPAC TED AND TREATED FILL ON 6 MIL VAPOR BARRIER TY IrSTEEL COLUMN BY'AMERICAN BUILDING COMPANY" FOR ANCHOR BOLT SIZE AND LOCATION SEE 'HERITAGE' DRAWINGS AB1 & AB2 5' SLAB W/6x6x6/6 W.W.F. ON WELL COMPACTED AND TREATED FILL ON 6 MIL VAPOR BARRIER SHEAR LUG (SEE DET 21) EL U-T d d ° d d J ° /8 HAIRPIN X 17-0" LONG (EALEG) d a d d ° d d ° d o ° 8' B" ° d ° d ° F12 d ° d ° d d ° ° d i— CENTERUNE COLUMN & FOOTING 8K SECT 14-14 SECT 15-15 SEE 1/83 FOR DOWEL PLAN AN SECT 16-16 STEEL COLUMN BY "AMERICAN BUILDING COMPANY" — 8" C.M.U. WALL W/A8 Q 1S" STEEL COLUMN BY "AMERICAN BUILDING COMPANY" FOR ANCHOR BOLT SIZE AND LOCATION _ FOR ANCHOR BOLT SIZE AND LOCATION SEE 'HERITAGE' DRAWINGS ABI & AB2 SEE 'HERITAGE' DRAWINGS AB1 & AB2 5' SLAB W/6x6x6/6 W.W.F. ON WELL COMPACTED 5' SLAB W/6x6x6/6 W.W.F. ON WELL COMPACTED AND TREATED FILL ON 6 MIL VAPOR BARRIER AND TREATED FILL ON 6 MIL VAPOR BARRIER SHE LUG (SEE DIET 21) EL 0'-0" EL 7E" ° _ _ °a ° ° °d Q d d d ad d dF13 t8 HAIRPIN X 17-0LONG (EA.LEG)° dF17 ° d ° d 1-0 Ii SECT 19-19 SECT 18-18 CENTERLINE COLOUMN d , C12X20.7 BUILDING COLUMN SECTION L21 5' SLAB W/6x6x6/6 W.W.F. ON WELL COMPACTED ANTI TRFATFTI CTI I nN r MTI %/ADIID AADDTCD CONSTRUCTION JOINT @ SLAB SECT 20-20 1 1/C AD NLTWMT CONSTRUCTION JOINT @ FOOTING 5' SLAB W/6x6x6/6 W.W.F. ON WELL COMPACTED AKIn TDCATCTI CTI T nu L uTl vnonro nwnnTrn SECT 17-17 1MERICAN BUILDING COMPANY' ANCHOR BOLT SIZE AND LOCATION 'HERITAGE' DRAWINGS AB1 & AB2 v I-12•04 1. >. x 4. u 7. K 9. I& n. Iz iviros z� O o N�� w <f; O 4 0. A �N Q 1.3 O F a Ci p c 0 z ¢¢ O OA w w U E.. w sHmt S4 DRAWN CHECKEDBY BY: VI[ V 16ERLh A P TYP h P P P 3' SLAB W/GX6X8/8 WWF 0 1/4' X 4 1/2' CONT, PLATE W/ 1/2' X 3' STUDS @ 36' MAX L 3'-W JOIST EXTENSION 2'-1 I' JOIST EXTENSION AT GRID "05' SECT 26-26 C/L BEAM 6' METAL STUD WALL 4' I (7 1/4' FINISHED WALL) 1/4' X 4 1/2' CONT, PLATE W/ 1/2' X 3' STUDS @ 36' MAX WWSLAB W/6X6XB/8� u 8 MARLYN TYPE '1.5CF' 22 GA. DECKING WELD TO JOIST @ 24' C.C. A - 18K3 JOISTS @24' C.C. W/2 ROWS OF BRIDGING MARLYN TYPE '1.5CF' 22 GA. DECKING WELD TO JOIST @ 24' C.C. �- 18K3 JOISTS @24' C.C. W/2 ROWS OF BRIDGING SECT 29-29 2'-7 1/2' SEE GLOBAL FINISHING SOLUTIONS SHOP DRAWINGS FOR TOLERANCES AND EDGE ANGLE DETAILS. SECT 32-32 12' 0/C 121 O/C 2'aCEW LANCO SILICONE ELASTOMERIC MODIFIED COATIN( 1/4' X 4 1/2' CONT, PLATE W/ 1/2' X 3' STUDS @ 36' MAX N� /-- METAL STUD WALL 3' SLAB W/6X6XB/8----,,, WWF BRIDGING MARLYN TYPE '1.5CF' 22 GA. DECKING WELD TO JOIST @ 24' C.C. aP P 18K3 JOISTS @24' C.C. W/2 ROWS OF BRIDGING \—I'XB'XIO' PLATE W/2-3N4' DIA 3P16' WELD ALL AROUN BOLTS Cl COLUMN SECT 33-33 SECT 30-30 SECT 27-27 W/2 ROWS OF BRIDGING t5 STARTER BAK5 @ 24" =. C.M.U. SHAFT WALL. n i ec a n i 6' WATER STOP N5 BAR5 VERT. ; T@ 12' CVC, #4 5AR5 HOP. Q 12' 01c. 1 8' CONCRETE G" WATER STOP SUMP PIT • ' 4 ; ° - q c ..• N5 BAR5 EACH WAY Q 12.0/C. — SECT 34-34 3316, s� LANCO SILICONE ' ELASTOMERIC MODIFIEDCOATING i G' WATER5TOF 1 ,1 HYDRAULIC PLUNGER PUJG W/ WATER5TOP SECT 28-28 SECT 31-31 W/2 ROWS OF BRIDGING THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT I MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES:, ENTRY ARCH DETAIL COPY EL 30'-V EL 17'-T BE�4 1. t 3. 4. s. fi 7. R 9. 10. U- li 1 2/ 1 /05 cn O � o ay ISO - a c.pNp �h Of'!T V C W�n 1� a Ci 0 V � A W O 0 W U � W F a V PROWT ss DRAWN 0WCKMBY.VJ.GERLEY BY: VJ.O. �4 12 5V CRIMP METAL ROOF STUCCO FINISH / 4 l ELEVATION SG Scale: 1/4" ® 1'-0" ELEVATION -66 r-nr +34 P9F C V DOOR SECTION Scale: 1 /2" = P-0" WALL SECTION Scale: 1/2" = 1'-0" 3/4" CDX 5HEATHING ED ROOF TRU55ES rION 4 SLAB CD . . . . . . . . . . . . . . . THESE PL F I ARE U REQU 11 FI FI I COMP Y o C1 I cl o O TRENCH > DRAIN 2 57 I m I O 57 I ? -( 8" C.M.0 W/ #55 Q 24" O/C FI LINE OF FOUNDATION L- - - - - - - - - - - ----- ------- - - - - - - - - - 50'-0" FOUNDATION PLAN J N rrl d n{ d A 1 y AW AND ALL PROPOSED WO --- EJECT TO ANY CORRECTIONS. iD BY FIELD INSPECTORS THA E NECESSARY IN ORDER TO .. WITH A.LL.APPLI.CABLE CODES A ILE COPY W A A x U o Scale: 1 /4" = P-0" Scale: 1 /4" = P-0" GENERAL NOTES DE5IGN:DE5IGN OF THE STRUCTURE 15 BA5ED ON THE FLORIDA BUILDING CODE 2004 EDITION AND ALL OTHER a APPLICABLE STANDARDS. WIND CRITERIA: VELOCITY: 140 MPH (3 SECOND GUST), W05URE151, CATEGORY II (IMPORTANCE FACTOR= 1.0),PRE55URE COEFF.=+O. 18,-0.18 DE51GN PRE55URE ON BUILDING ENVELOPE ELEMENTS: SEE 5CHEDULE5. EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED BY PRODUCTS WHICH MEET THE REQUIREMENTS OF 55TD 12. SUPERIMPOSED LOADS: ROOF: 15 P5F. D.L. a ROOF: 30 P5F L.L. 501 L: CLEAR BUILDING AREAS OF TREES, ROOT5,ORGANIC5 AND OTHER DELETERIOUS MATERIAL5.BACKFILL WITH SELECTED GRANULAR MATERIAL IN 1 5" MAXIMUM LIFTS AND COMPACT TO A MINIMUM DENSITY OF 95% A5 DETERMINED BY A5TM D-1 557. ALLOWABLE 501L PRESSURE SHALL BE 2500 P5F AND SHALL BE VERIFIED BY A TESTING LABORATORY CONCRETE: CONCRETE SHALL DEVELOP A MINIMUM STRENGTH OF 3000 P51 AT 28 DAYS. ALL CONCRETE SHALL BE READY -MIXED AND IN ACCORDANCE WITH A5TM C-94, SLUMP AND CYLINDER TESTS SHALL BE PERFORMED BY AN INDEPENDENT TESTING LABORATORY. PROVIDE FOUR (4) TE5T5 FOR EACH CONCRETE PLACEMENT AND/OR 4 TESTS FOR EACH 50 CU YARDS OF CONCRETE. MAXIMUM ALLOWABLE SLUMP SHALL BE 5 INCHE5. MASONRY: CONCRETE MASONRY UNIT5 (CMU) SHALL CONFORM WITH A5TM C-90. PLACEMENT OF UNIT MA50NRY 5HALL BE STRAIGHT, PLUMB AND TRUE TO A TOLERANCE OF 1/8" IN TEN FEET. PROVIDE "DUR-O-WAL" STANDARD WEIGHT ALL GALVANIZED #9 GAGE TRU55 REINFORCING AT EVERY SECOND COURSE OF MASONRY. LAY CONCRETE MASONRY UNIT5 IN RUNNING BOND WITH 5UCCE551VE COURSES LAPPED 1/2 OF A UNIT. MORTAR POP, MASONRY UNIT5 SHALL BE TYPES' WITH A MINIMUM Pm= 1800 PSI. REINFORCING: REINFORCING STEEL SHALL BE DEFORMED, NEW BILLET STEEL IN ACCORDANCE WITH A5TM A-G 15 GRADE GO AND DETAILED IN ACCORDANCE WITH ACI 315. ALL SPLICES SHALL BE IN ACCORDANCE WITH CHAPTER 12 OF ACI 318, WITH A MINIMUM 5PLICE OF 40 BAR DIAMETERS. STEEL FABRICATORS SHALL SUBMIT FOUR SETS OF SHOP DRAWINGS FOR THE REVIEW AND APPROVAL OF THE ENGINEER. REINFORCING COVER SHALL BE: 3" FOR FOOTINGS, 1 1 /2" FOR COLUMNS AND BEAMS, I EXPOSURE AND 3/4" FOR 5LAB5 OF INTERIOR EXP05URE, 1b 8' C.M.U. WALL W/#5 @ 24' 7" 5LAB W/6xGx616 W.W.F. ON WELL COMPACTED AND TREATED FILL ON 6 MIL VAPOR BARRIER N SECT I -I 8 1 /2" FOR SLABS OF EXTERIOR 2' SLOPE ROOF EDGE a a 5' 5LAB W/6xGx6J6 W.W.F. ON WELL COMPACTED AND TREATED PILL ON 6 MIL VAPOR BARRIER rM 2' 5LOPE TRENCH DRAIN BY MECH. PVC PIPE TO OIL SEPARATOR SECT 2-2 a 5/8, CI a=3.0' a UPLIFT PRESSURES ZONE 1- 35 P5F ZONE 2- GO P5F ZONE 3- GO P5F NAILING SCHEDULE ZONE 1-8d ringshank @ 8" ZONE 2-8d ringshank @ G" ZONE 3-8d ringshank @ G" 3.0' SECT 3-3 PRE55URE (P5F) AREA ZONE 4 ZONE 5 ZONE4,5 10 -45 -5G +41 20 -43 -52 +40 30 -42 -50 +39 50 -41 -49 +39 100 -38 -43 +37 200 -3G -40 +34 5/8, C EERED TKU55CS @ 24" O/C SECT 4-4 FOOTING SCHEDULE MARK 51ZC (BxDxT) REINFORCING T/EL REMARKS F 1 I'-G"x L x I'-G" 3#5 0-0" F2 F3 COLUMN SCHEDULE MARK size REINFORCING TIES TYPE REMARKS C I 8° X 8" 4#5 #3@8" OF C2 C3 C4 C5 BEAM SCHEDULE MARK SIZE 17 x b REIN ORCINr STIRRUPS T/EL REMARK5 TOP I MID I BTM 81 8 X I G 2#5 2#5 14'-0' 2-H-5LOCK5 52 8 X 24 2#5 2#5 #3@ 12" B3 54 CI CONNECTOR SCHEDULE MARK MANUFACTURER CAT# Tact Tall FASTENERS LATERAL FI F2 COI U5P TAPL12 G40# 1350# II-IODTRUss G-ICD PLATE 595# 8" CO2 U5P HUGT2 3300# 9210# 2-5/8"DfA A.B.s CO3 U5P C04 U5P C05 U5P )ER TRU55 5/8' cox PL7WO W18 SECT 5-5 FILE COPY THESE PLANS AND ALL PROPOSED WORK i 1ARE SUBJECT TO ANY CORRECTIONS 'REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE C,r, ODDKS e a� R 8 o a 0 u 0 q m on ILI! e s �O 1 PD. 1/2"IJL 0.57' 5, a 0.20 W. GG2.30 ,F ,Y ,Y ,► .► ,} ,► ,Y ,M ,Y I OUTFALL OUTFALL FFIT T7 I' I •24' *24 •36 zs-=_z-----------_-_-.__----- �=z z------ 0 -..- -:a_.- - -,- ..:a,-_..::-:r-==�-._�_� .-..----------.....'_----------..------»---------------------------------------------- 5» 13 5,14 541 G 5,22 Y 1 e A e • 30' , e , v 1 ' 1 e , 1 Y 1 E e FBB 2G 1 A 1 1 1 e � n(SE nOSE 1 ' 1 BIB BIB L R A 2G'47 yqo e I nc5EBIB ' TO Z 51 i RENCH DRAIN HOcBE Sy1 591 �IB -: aZ Z G 4 d 5M I I UNDERGROUND AIF V 1 i49 4. I TO CAR WASH — 5- 15 ose 1 n�E AY 1 1 Z nosE g 1 BB X 01 wr\\/`I w� •— Y 4- I l•tl G•Y / •-r 1 ulGitYLr nn -- -- — A 14.65 I I , yy 1 I _ �BOSE• III 4 I PLUMBNG 1 ••'•^— BE z z y 1pyG )E,MBING 1 1 sh MA.,5 e F— BERDIA., 1 �— EETMI.7 G ER .. � 4- F.D. I4- TOR Ear.—•� —•--•--• mnuvuea 1 'raw n •_I — T EPLUMBING RDIA„ ' BnOBE IB _ — EU M I.4 5,Y 1 1 15.91 4 - I R 1 C.O. E BNG e Is.Go NMRDIA., Y nCGE I hC e S EETMI.G e v e A x 1 e 5-10 L IS.GS X e IS.SO Y A S ' o e 9 1 ,S.)5 Y 1 Y Y Y 16 IG.1 e r, Y X Y (W)m 1104-1 I S- I ,z • 0 4 0' x 'Ell "'7 a I -� 51TE PLAN - PLUMBING 1.Scale: I" = 40 ft PUN Z-9 nose BIB i 1 1 .8 1594 5-7 IS AS 1 1 ------------------- ------------------ 0-------- -----------4/ ------------------ �..,......-..-..-._.. -i 5`6 6-5 1 1 ------------------ 2400 �_71N VA31, v11:Y13_ A3 IAA:4Vlac. (120 RN (G5' PAVED) FENCE N ♦ GREASE/OIL INTERCEPTOR 512E M 1.2 FOR SCHEMATIC •M MAINTAIN MIN., 18- VERT., SEPARATION WATER A60VE 5EWER, MAJNTAIN 10'O'5EPARATION 5EWER AND WATER m 512E M 1.2v FOR 5CHEMATIC5 i5—� 1 2' DOME5TIC WATER METERED G' SPRINKLER WATER G L I i , C NC. PIPE �� SET RELOC E P.P. GPA55 ^^ ^'NEW FORCE MAIN / PD. 44X44 C.M. I 141 2 Q U OF 5ECTION 103GAO FILE COPY THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS i REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TOI COMPLY WITH ALL APPLICABLE CODES:: V, z z U yam,,.• N �Q V � i V t7 — � Zu c z N 1 <r� -� r TIz O z 1 J i 1 a i i 1 I ! � 1 v U < f x i M••d � ^` 0. < U I I 1 I Y� W Q u f W ' I I PR4IFCT towT j I i 1 T 1 1. 1 f DRAW1: BY-G. MAL ! CHECKED BY PW. FORT PIERCE UTIUTIE5 AUTHORITY WASTEWATER CONSTRUCTION NOTE5 1. ALL CONSTRUCTION MATERIAL, INSTALLATION AND TESTING SHALL CONFORM TO THE STANDARD SPECIFICATIONS OF THE FORT PIERCE UTILITIES AUTHORITY. 2. GRAVITYSEWER MAIN SHALL BE POLYVINYL CHLORIDE 5DR-35. GREEN OR WHITE IN COLOR, GRAVITYSEWER MAIN SHALL HAVE THHN WIRE 4 LOCATOR TAPE WITH 5EWER' MARKED ON TAPE AND SHALL CONFORM TO A5TM D-3034. 3THE MANHOLE BASE SHALL BE SET ON A FIRM, DRY AND STABLE OR COMPACTED BASE FOUNDATION. IF NECESSARY, THE CONTRACTOR SHALL UTILIZE ROCK TO PROVIDE A FIRM AND SUITABLE MANHOLE BASE FOUNDATION, 4. WASTEWATER LINES SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH FPUA DESIGN AND CONSTRUCTION STANDARDS. THE CONTRACTOR SHALL SUBMIT CERTIFIED DENSITY TESTS AS REQUIRED BY FPUA ENGINEERING AND THE CITY ENGINEERING DEPARTMENT. IN CASES WHERE PAVED AREAS PALL WITHIN THE JURISDICTION OF LOCAL OR STATE AGENCIES, THE COMPACTION REQUIRE- MENTS SHALL NOT BE LESS THEN THE MINIMUM REQUIRED BY THE APPROPRIATE RESPONSIBLE AGENCY. 5. A I % MINIMUM SLOPE SHALL BE MAINTAINED ON ALL SANITARY SERVICE LATERALS. 6. THE CONTRACTOR SHALL FURNISH RECORD DRAWING INFORMATION TO THE ENGINEER CONSISITING OF PIPE SIZES, LOCATION OF SERVICE TEE WYES, DIAMETER OF SERVICES, LOCATION OF ANY FITTINGS, FINAL RIM AND INVERT ELEVATION OF ALL MANHOLES AND ANYOTHER PERTINENT INFORMATION NECESSARY TO LOCATE ITEMS CONSTRUCTED UNDER THIS PROJECT. 7. MAINTAIN 10 FEET HORIZONTAL DISTANCE BETWEEN WATER MAINS AND SEWER MAINS AS A MINIMUM. 8. WASTEWATER FORCE MAINS, WASTEWATER COLLECTION LINES, AND STORM SEWERS SHOULD CROSS UNDER WATER MAINS WHENEVER POSSIBLE, A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE SHALL BE PROVIDED WHENEVER POSSIBLE. WHERE THIS MINIMUM SEPARATION CANNOT BE MAINTAINED, THE CF055ING SHALL BE ARRANGED 50 THAT THE WASTEWATER PIPE JOINTS AND THE WATER PIPE JOINTS ARE EQUIDISTANCE FROM THE POINT OF CROSSING, AND THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) AT THE CROSSING. SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN ANY TWO JOINTS. ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE MECHANICALLY RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT ALL CROSSINGS. 9. A PRE -CONSTRUCTION CONFERENCE BETWEEN THE ENGINEER, THE CONTRACTOR, AND FPUA✓CITY COUNTI'/FDOT SHALL BE MANDATORY PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 10. NO FIELD CHANGES OR DEVIATIONS FORM THE DESIGN SHALL BE MADE WITHOUT PRIOR APPROVAL PPUWrTY/COUNTY/FDOT ENGINEER, 1 1. TRAFFIC CONTROL, BARRICADES, ETC. SHALL BE IN ACCORDANCE WITH THE PLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS. 12. CONTRACTOR SHALL NOTIFY FORT PIERCE UTILITIES AUTHORITY 48 HOURS PRIOR TO COMMMeNCING CONSTRUCTION. 13. WASTEWATER FORCE MAIN SHALL BE POLYVINYL CHLORIDE CONFORMING TO AWWA C-900, AND SHALL BE CLASS 150, DR 16. 14. WASTEWATER FORCE MAIN SHALL BE GREEN IN COLOR OR WHITE IN COLOR. WASTEWATER FORCE MAIN SHALL HAVE THHN WIRE 4 LOCATOR TAPE WITH SEWER' MARKED ON TAPE. OF THE PIPE, 15. FITTINGS SHALL BE CAST OR DUCTILE IRON, CONFORMING TO AWWA C-1 10 AND ANSI A21 .1 1, CLA55 250 MINIMUM, CEMENT LINED, AND SEAL COATED. I C. WASTEWATER FORCE MAIN SHALL BE MARKED BY THE USE OF CONTINUOUS 12 GAUGE THHN WIRE (GREEN IN COLOR) PERMANENTLY ATTACHED TO THE TOP OF THE FORCE MAIN WITH LOCATOR TAPE MARKED'SEWEW ON TAPE IN ACCORDANCE WITH FPUA SPECIFICATIONS. 17. MINIMUM COVER SHALL BE 36 INCHES, PIPES WITH COVER LESS THAN 30 INCHES SHALL REQUIRE PRIOR APPROVAL OF THE MUTES ENGINEER AND SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE. 18. EACH SERVICE LATERAL WILL BE MARKED WITH A LOCATOR BALL AS MANUFACTURED BY 3M CORPORATION, OR APPROVED EQUAL AS REQUIRED BY FPUA ENGINEER. 19. ALL MANHOLES SHALL HAVE SEWER RAIN GUARDS INSTALLED A5 REQUIRED BY FPUA ENGINEER. 20. THE CONTRACTOR SHALL COMPLY WITH THE FLORIDA TRENCH SAFETY ACT REQUIREMENTS. � TWO WAYCLEAN-OUTS I !mmomarM II SANITARY TEE 4'I OUTLET LIQUID LEVEL PIPE OUTLET SWEEP T 12' MAXIMUM FROM T Or TANK. BOTTOM SECTION 4' 4, 2 1/2' MIN. INLET PIPE T' • � 11,2E NOTES: 1. ALL PIPING SHALL BE A MINIMUM OF 4', 2. PIPING SHALL BE INSTALLED USING A CONCRETE MANHOLE ADAPTER. 3. SANITARY T' OUTLET SHALL BE INSTALLED 4' INSIDE MANHOLE WALL. 4. TANK SHALL BE A MINIMUM OF 1000 GALLONS 4 MAXIMUM OF 1250 GALLONS. 5. TANK MUST BE TRAFPIC BEARING, G. WALLS 4 BOTTOM SLABS MINIMUM 4' THICK REINFORCED CONCRETE. 7. TOP SLAB MINIMUM G' THICK REINFORCED CONCRETE. 6. SECTION SHALL BE JOINED AND SEALED WITH MINIMUM I-3/4"RAM-NEK' SEALER OR EQUIVALENT TO FORM A WATER TIGHT SEAL. 9. TANK SIZING SHALL BE PER FPUA GREASE TRAP POLICY FINISHED MAMMUM TRENCH WIDTH GRADE 2 a PIPE DEPTH + W A PLACE AND COMPACT PER SPECIFICATION z o W > PIPE O.D.+24IN. \1 4 F � MAX WIDTH " �\ j \ \ MAX, r MAX. INVERT 112 PIPE 'O.D.- \ HAND PLAGeD LOWER QUADRANT 1O BE SELECT MATERIAL SHAPED TO RECEIVE PIPE BELL AND BARREL NOTESI I. THE CONTRACTOR SHALL COMPLY%MTN REQUIREMBNT5 TYPICAL TRENCH DETAIL OF THe FLORIDA TRENCH SAFETY ACT. N.T.B. 2. INITIAL BACKPILL SHALL BE HAND PLACED TO 12' ABOVE The PIPe. BACKFILL SMALL BE MECHANICALLY TAMPeD TO A MINIMUM OF I0096OF MAX. DENSITY AS DETERMINED BY AA5HTO METHOD T-99. FINISH GRATE SEE NOTE NO. 5 BACKFI LLI NG_REQUIRE MENT5 N.T.S. IN CERTAIN SOIL ODNDNONB A FOUNDATION MAY Be REQUIRED. 2. BEDDING 15 REQUIRED PRIMARILYTO BRING THE TRENCH BOTTOM UPTO GRADE. BEDDING MATERIALS SMALL PROVIDE A UNIFORM AND ADEQUATE LONGITUDINAL SUPPORT UNDER THE PIPE. 3. MUNCHING MATERIAL SHALL BE HMO RACED TO THE 5FRNGUNE OF THE PIPE. MATERIAL SHALL Be CON50UDATED UNDER THE PIPE AND HAND TAMPED TO PROVIDE ADEQUATE SIDE SUPPORT. 4. INITIAL BAC"ILL MATERIAL SHAD. Be HAND PLACED TO 12' ABOVE The TOP OF PIPE. THE 501L SMALL Be COMPACTED. 5. BACKPILL SHALL BE COMPACTED TO 100%OF MAIL DENSITY AS PER AASHTO T-99. TO A POINT 3P BELOW PROPOSED PROFILE GRADE OR IM511NG GRADE. The FINAL 30. OF BPCKFILL SHALL BE COMPACTED TO 93%OF MAC DEN5I7Y A9 PER AASHTO T-190. G. DENSITY TEST SHALL Be PREFORMED AT AREAS DETERMINED BY THE UTILITIES ENGINEER OR PERMIT AGENCY HAVING JUw5DICTION, AT THE CONTRACTORS EXPENSE. ALUMINUM COVER MIN. 3GN 48' (G DIAMETER) MIN. SGN 60' (d DIAMETER) SAFETY CHAIN HOCK 5rAINU:55 STEEL rCABIE HOLDER NLE455TEEL 'UIDE BAR 6RACKET FINISHED GRADE 6'x BELOW TOP O' ELEV. A .,6RECAST y rwcAI. coNouIT WET 2' ecnm ASGI,,,W/AMERON 75TEML ANDWALL CONNECTION NING CR\VED EQUAL. DISCHARGE PIPE OTE 2) PER DETAIL L-5 SENSOR CABLES ESS 5TEEL CHAIN 2' PIPE AT POWER CABLE .02 SLOPE 6'MIN. TO CHECK VALVE PR PVC INFLUENT INV f III INSTALL _ ALARM ON _ INCH IH LB KING DISCHARGE CHECK VALVE KEV. B 12 MIN. PIPING PN<L2O0-T LAG RUMP ON ♦ • SPRING LOADED STAINLESS IN VERTICAL _ EIPV. C STEEL GUIDE POSITION LEAD PUMP ON �` WTH INTERMe01A1E Rev. D SUPPcer RUMP OFF 1.0 FLANGE TO MATCH M50IAWA HEAD ELEV. E GROUT FILLET �1 75 DISCHARGE ELEV. P O HEAD T CUL T I Y - MN ELEV, M A L° a ••e 3• CITE s• - 3/4• STONE 1'�1'9O. (d MONOLITHIC (ONCRITDIAMeTe)Oe FOUR 9'-450. IQ DIAMETER) I. ALL INTERIOR CONCRETE SURFACES OF WET WELL NOT COVERED WITH A MON TNOCR SMALL HAVE 2 COATS OF COAL TAR EPDX/ IN INSTANCES LIFT STATION SECTION WHERE FPUA ENGINEERING DIRECTS. 2. T.LOCX' OR APPROVED EQUAL SMALL ALSO Be REQUIRED ON The INTERIOR or THE TOP SLAB. 3. TRIPUU( MASTER UFT STATIONS SHALL HAVE 12' DIAMETER WEMILL 4. MINIMUM SRC DISCHARGE PIPING SMALL Be AS FO.LOW3i 4' FOR G DIA WEPAELL. @ FOR d DIA WETWBL. AND d FOR 12 DIA WCTWELL. 5. 5TRUCfURAL DESIGN- PER MANUFACTURERS SWOP DRAWINGS. G. PLOTATON PER DESIGN ENGINEER BOTTOM SLAB WET WELL DISCHARGE PALING TO VALVE VAULT I . M DETAIL L.5) PIPING WFT WELL GROUP FILLET ti r pE AIL L-5) I r .• 054Y RESIUENT SEAT GATE VALVE PIER DeTAIL L-5) t �. f r ZTO KJRLe MAIN INFLUENT SPOOL =IALIM 1: NO. A Mpg NOTE, VALVE PIT PLAN L_j 1. Me SLAB NOT SHOWN FOR CLAw1Y. 2. VALVES. PIPES f FfMNGS ALL 4' I.D. OR LARGER FOR DISCHARGE PIPING. (AS PER SECTIONS 02GW A 02732) 5. ALL INTERIOR PIPING SHALL 5E COATED LIFT STATION PLAN Felt 5EC ION 02735. NO. 2.05(0 ALUMINUM COVER "N. 3@ X Gm ELEV. A AWE ADAPTER WITH DUST CAP CHeCK VALVE SPOOL WALL CONNECTION 2' PIPE @ .02 SLOPE P-TRAP 2 CITE Y CLR CO' e• GATE VALVES 1. 55 SADaE WITH CORPORATION STOP f PRESSURE GAUGE GROUT FILLET {7 r e VALVE PIT SECTION NAM1 IUGfT- HEIGHT AS DIRECTED BY FPUA ENGINEMW (SEC 2.03. D. (4) 4 FA5M ERE, LOCK WASHERS, RUBBER WASHERS 241CR SCREW OveRtiousC INSIDE A OUTSIDE BOX / 5EALALAKOMD ICO%NUCONE HCFFMAN PULLBOX ALUMINUM NEMA 4 40 SEAL BETWEEN i OVER MOUSE 4 FLU BOY IQ' ALUMINUM RIGID CONDUIT 2' MN AUAWNUM 3-2' RI040 OS TO GROUND RIGID CONDUIT ALUMINUM� _� 5RE PER CONDUIT. BASE 9O_U CrOF 041E ER 2Y REQUIQUIREMENTS) REQUIREMENTS) EXPLOSIVE PROOF SEAL TO Be INSTALLED BY MIA r4;:.. �, "�:.^ �'��-J•5.•�''•• ^ '� 01. S' �� CONCRETE PAD IDE VIEW PULL 13OXX• SIDE VIEW POWER METE POWER METER IN.I MOUNT ELECTRICAL CHANNEL . .5. ON SIDE OP CONCRETE PAD, SECURE CONDUIT WTM CHANNEL C-AMPS 4' PVC VENT SCH 80 W/ SS. 32 1/2. OR VENTSCREEN AS REQUIRED TO MOUNT W CAP CONTROL PANEL, A5 HIGH iz •....v POSSIBLE. 316 SS. CABLE RACK z i ib MAXIMIZE DISTANCE FROM TOP OF SLAB TO BOTTOM OF CONTROL PANEL(15 112' REQV) °� g• FIN ED GRADE �.. DISCHARGE PIPING -� N � G' OR 8' I.D. WET WELL 316 SS. SUPPORT I: BRACKETS (TYP) AS REQUIRED RITE SLAB sr . 04 55 GUIDE BARS 316 SS NOTE: RACK FRONT VIEW LIFTING CHAIN (TYP) POWER CABLE 1. ALL BOLTS, NUTS 4 WASHERS REQUIRED FOR ASSEMBLING FRAMING SHALL BE �i 316 STAINLESS STEEL. 2. FRAMING SHALL BE 2' 50. 5052 ALUMINUM TUBING. PUMP I2F CONTROL PUMP I I -� PANEL GROUT FILLET PULL BOX, ALUMINUM OVERHOUSE SHELL NEMA 4 e SElLL OFFS � - I • '+ • ..N __ -2-ALUMINUM _ RIGID CONDUIT �--_ I I'-TSQ. (8' DIAMETER) - t. SOLID 9'-45Q. (6' DIAMETER) 12' -SLAB f: HOLES FOR STAINLESS STEEL ANCHOR BOLTS /5 REBATE SHALL BE DRILLED A MINIMUM OF 4' INTO 4 SETS - 5ST ANCHOR BOLTS 42' TRANSITION FROM RIGID BOTTOM OF WET WELL 4 BOLTS SHALL BE 1/2' X G', HARDWARE (NUT, ALUMINUM CONDUIT TO PVC AT GROUTED IN PLACE WITH NON -SHRINK GROUT LIFT STATION SECTION LOCK WASHER 4 FLATWASHER) RACK 51 DE VIEW BEND BELOW GRADE ALL ANCHOR BOLTS, NUTS 4 WASHERS TO BE 316 STAINLESS STEEL, ALARM LIGHT OVER HOUSE MOUNTING RACK/ PANEL VENT HOLES INSIDE OVER HOUSE 145" MIN. DOOR SWING POWER ARTIER INsloe REFERENCE ALARM HORN 1gNI -THROUGH IF� E FLEXIBLENON-METALLIC 16'CONDUIT HOFFMAN ALUMINUM PULL BOXEXPLOSION PROOF0SEAL. TO BE INSTALLEDBYFPUAt may; �•;,..^ �'.'r: CONCRETE UNCLASSIFIED AREA FRONT VIEW CONTROL BOX CORD N.TS. PASS -THROUGH NIPPLE CONDUIT NUT THREADED RIGID ALUMINUM WEATHER CONDUIT ALUMINUM SEALED JIV.I CLASS 2 CALL BOX ONDUIT) TYPICAL CONNECTIONS INSIDE DETAIL PULL BOX MUST BE NEMA 4, CONDUIT WILL BE ALUMINUM, RIGID AND THREADED ENDS, CONNECTIONS FROM ELBOW TO BOTTOM OF PULL BOX, AS PEP,'NFPA 820 STANDARDS, CLASS I DIVI5QN2. AND NEC, SECTION 50 1 -4 UNDER EXCEPTION4. nrrmur_ eRRxrn¢ HOFFMAN NEMA 4 ALUMINUM SOLID COVER HINGED COVER TYPE 4X ENCLOSURE REMOVABLE HINGED COVER, LOCKABLE WITH PAD LOCK PULL BOX d _I 1. MOTOR LEADS AND FLOAT LEADS SHALL BE CONTINUOS THROUGH PULL BOX. 2. CABLES FROM PULL BOX TO CONTROL PANEL SHALL BE SEALED OFF WITH HUBBLE FITTINGS P-20OKLBK (SEE DETAIL L- I I.) 3. CAT NO. A- I GP 12AL(I 8X 12XG), LARGER ENCLOSER MAY BE REQUIRED. VENT HOLES (WITH SCREEN) CROSS BREAK TOP (FOR STRENGTH) ALARM LIGHT (TOP MOUNTED FOR BEST VISIBILITY) 208/: BOOST TRANSFORA AS REAL (TV°.SS) IC METER NEOPRENE GASKET OVER HOUSE CONTROL PANEL BACK HOFFMAN DOOR HOLDER FRONT DOOR (PUMP CONTROL PANEL ACCESS) WITH STAINLESS ALARM HORN Lbl STEEL HINGES W/FLEXED PINS. REAR DOOR (TELEMETRY DOUBLE DOORS ACCESS) WITH STAINLESS STEEL HINGES W/ FLEXED PINS HANDLE TO BE CAPABLE OF ACCOMMODATING PADLOCK MCMASTER-CARPI I1654A21 PULL BO)( \ OR APPROVAL EQUAL. (TYP) MOUNTED ON OUTSIDE OF ENCLOSURE. FLOAT AND MOTOR LEAD CABLES, PASS LOUVERS BOTTOM OF DOOR THROUGH FREE AIR BETWEEN WITH SCREEN PULL -BOX 4 CONTROL PANEL 2' FLANGE INSIDE PROVIDED THEY HAVE HUBBELL CABLE FITTINGS AS PER DETAIL L-13 REQUIRED. OVER HOUSE CONTROL PANEL ISOMETRIC NOTE I . ATTACH ENCLOSURE TO EQUIPMENT PAD WIT7, A MINIMUM OF 12- 3/8' x 3 112' STAINLESS STEEL DRILLED ANCHORS. 2. ENCLOSURE SHALL Be OF I/& GAUGE 5052 ALUMINUM. FUSED DISCONNECT NEMA I 4WiRE, 3 BLADES, WITH NETURAL 240V MAX. SQUARE D CAT/ D323N FU! E5, CLA55 J. FAST ACTING BUSSMAN CAT/ JKS 100 EEL STOLL GENERATOR RECEPTACLE MALE REVERSE SERVICE 4 PIN, 4 WIRE CLOCKWISE PIN CONFIGURATION THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT P MAY BESARy IN ORER TO "I COMPLY WITHCALL APPLICABLE CODES FILE COPY ALL ENQUIRIES REGARDING UTILITY DRAWINGS TO BE DIRECTED TO: "OMEGA ARCHITECTURAL PRODUCTIONS INC.,' ATTENTION: DAVID CLEVELAND. TELEPHONE: 772 4G4-2010 atiC 1. 2 3. 4 s. 8. 7. B. B. ,D. 12 12/ 1 /05 U � O O A z a w A o �H gRr w a Ci I rCy.1 qu U� a Ij W 0 n a R z4 U W 1 Lu Q oz Q 0 W A LLJ � � ll.l w W� ^^IL// QlL 7- o COD 1�1 PWMECT C 29ELt M 1.2 (XiAWN O'EG(® BY: O. 1kl- FORT PIERCE UTILITIE5 AUTHORITY WATER DISTRIBUTION NOTES 1. ALL CONSTRUCTION MATERIAL, INSTALLATION AND TESTING SHALL CONFORM TO TTE STANDARD SPECIFICATIONS OF THE FORT PIERCE UTILITIES AUTHORITY. 2. WATER MAIN WHERE SPECIFIED AS POLYVINYL CHLORIDE (PVC) SHALL CONFORM TO AWWA C-9QO OR C-905, PRESSURE CLASS 150, DR (18). WATER MAIN WHERE SPECIFIED AS POLYETHYLENE (PE) SHALL CONFORM TO AWWA C-901 OR C-906, STANDARD CODE DESIGNATION M3408, PIPE CLASS 200. DIMENSION RATIO (DR) S. 3. WATER MAIN, WHERE SPECIFIED AS DUCTILE IRON PIPE , SHALL CONFORM TO ANSI A-21.51 OR AWWA C- 151, AND SMALL BE PRESSURE CLASS 250 (MINIMUM). 4. POLYVINYL CHLORIDE WATER MAIN SHALL BE BLUE IN COLOR OR WHITE IN COLOR. THE USE OF IDENTIFICATION TAPE ATTACHED TO THE TOP OF THE PIPE MAY BE USED IN LIEU OF MARKING ON THE PIPE, ALSO DIP PIPE 5HALL REQUIRE THE USE OF IDENTIFICATION TAPE AND TMHN WIRE. 5. FITTINGS SHALL BE CAST OR DUCTILE IRON, CONFORMING TO AWWA C-1 10 AND ANSI A21.1 1, CLA55 250 MINIMUM, CEMENT LINED, AND SEAL COATED. G. GATE VALVES SHALL BE MUELLER RESILIENT SEAT, KENNDY KEN -SEAL, AMERICAN, CLOW. OR APPROVED EQUAL. VALVES SHALL CONFORM TO AWWA C-509. 7. WATER LINES SHALL BE BACRMLLED AND COMPACTED IN ACCORDANCE WITH FPUA DE51GN AND CONSTRUCTION STANDARDS. THE CONTRACTOR SHALL SUBMIT CERTIFIED DENSITY TESTS AS REQUIRED BY FPUA ENGINEERING AND THE City, COUNTY, FOOT. IN CASES WHERE PAVED AREAS FALL WITHIN THE JURISDICTION OF LOCAL OR STATE AGENCIES, THE COMPACTION REQUIREMENTS SHALL NOT BE 1155 THAN THE MINIMUM REQUIRED BY THE APPROPRIATE RESPONSIBLE AGENCY. 8. NO FIELD CHANGES OR DEVIATIONS FROM THE DESIGN SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE PPUA ENGINEER AND CITY/COUNTY/FDOT ENGINEER, 9, THE CONTRACTOR SHALL NOTIFY FPUA ENGINEERING AND CITY/COUNTY/FDOT ENGINEERING 48 HOURS PRIOR TO COMMENCING CONSTRUCTION. 10. A PRE -CONSTRUCTION CONFERENCE BETWEEN THE ENGINEER, THE CONTRACTOR, FPUA, AND CITY/ COUNTY/FOOT ENGINEER SHALL BE MANDATORY PR10R TO COMMENCEMENT OF CONSTRUCTION. 1 1. TRAFFIC CONTROL, BARRICADES, ETC., SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF OF TRANSPORTATION STANDARDS AND APPROVED BY THE CITY ENGINEER. 12. MINIMUM COVER SHALL BE 36 INCHES EXCEPT AS APPROVED BY THE UTUTIES ENGINEER AND CITY/ COUNTY/FOOT ENGINEER. PIPES WITH COVER LESS THAN 30 INCHES SHALL BE CONSTRUCTED OF DUCTILE IRON OR IN PVC CASING. 13. DISTURBED AREAS SHALL BE RESTORED IN CONFORMANCE WITH THE APPLICABLE GOVERNING AGENCY REQUIREMENTS. 14. EXISTING UTILITIES AND DRAINAGE SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION AND PROTECTED BY THE CONTRACTOR. 15. WATER MAINS SHALL BE TESTED AND DISINFECTED IN ACCORDANCE WITH THE APPLICABLE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION AND AWWA C-651 FOR DISINFECTION. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EXISTING UTILITIES AND DRAINAGE. 17. THE CONTRACTOR SMALL FURNISH RECORD DRAWING INFORMATION TO THE ENGINEER INCLUDING LOCATIONS OF VALVES, FITTINGS, SERVICE CONNECTIONS, BLOWOFFS, AIR RELEASE VALVES, AND ANY OTHER PERTINENT INFORMATION NECESSARY TO LOCATE ITEMS CONSTRUCTED UNDER THIS PROJECT, AS REQUIRED BY THE UTILITIES ENGINEER 18. THE CONTRACTORSHALL TAP EXISTING LINES UNDER THE SUPERVISION OF THE FORT PIERCE UTILITIES AUTHORITY ONLY AFTER TESTING AND DISINFECTION HAS BEEN COMPLETED AND APPROVED ON THE TAPPING VALVE AND SLEEVE. 19. WATER MAIN SHALL BE MARKED BY THE USE OF CONTINUOUS 12 GAUGE THAN MULTI STRANDED WIRE (BLUE IN COLOR) AND IDENTIFCATION TAPE WITH 'WATER! MARKED ON TAPE, PERMANENTLY ATTACHED TO THE TOP OF THE WATER MAIN IN ACCORDANCE WITH THE FORT PIERCE UTILITIES AUTHORITY SPECIFICATIONS. 20. SERVICE TAPS SMALL BE PLACED APPROXIMATELY TEN FEET AWAY FROM GATE VALVES, AS SHOWN, FOR TESTING. FOLLOWING TESTING AND STERILIZATION OF WATER LINE. CONTRACTOR SHALL PLACE A BRA55 PLUG IN CORPORATION STOPS AND CURB STOPS SHALL BE REMOVED PROM TESTING LOCATIONS. 21. MECHANICAL RESTRAINTS TO BE USED ON ALL FITTINGS AND PLACED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS AND FPUA REQUIREMENTS. 22. ALL MAILS SHALL BE TESTED AT A MINIMUM OF 150 PSI, TESTING METHODS SHALL CONFORM TO AWWA C-600. - 2 MR MINIMUM TEST L� SDMI/2 133.200 L- LEAKAGE IN GPM STY LENGTH OF PIPE IN FEET D- PIPE DIAMETER IN INCHES Pm TESTING PRESSURE IN PSI 23. PRIOR TO ANY TESTING, ALL MAINS 6' IN DIA. AND LARGER SHALL HAVE A LINE SIZE SWAB PASSED TMRU THE ENTIRE LENGTH OF THE LINE. NOTE: SWAB SHOULD BE PLACED IN 1 ct. JOINT OF NEW UNE. END OF MAIN SHOULD BE `TURNED UP' AT 45% AND EXTENDED 50 THAT SWABBING AND A PULL BORE FLUSH CAN BE ACCOMPLISHED. BLOW -Off AaSYCAN THEN Be PLACED. WHERE LINES BRANCH, SWABS WILL Be PLACED IN BRANCH LINES AND SEQUENTIALLY SWABBED AND FLUSHED. 24. TEN FEET MINIMUM HORIZONTAL AND 16 INCHES MINIMUM VERTICAL SEPARATION SMALL BE MAINTAINED BETWEEN THE WATER MAIN AND ANY WASTWATER LINES. THE DISTANCE SMALL BE MEASURED FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE OR STRUCTURE. WHERE THS MINIMUM SEPARATION CANNOT BE MAINTAINED, THE CROSSING SHALL BE ARRANGED 50 THAT THE WASTEWATER PIPE JOINTS AND THE WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING, AND THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) AT THE CROSSING. SUFFICIENT LENGMTS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 PEST BETWEEN ANY TWO JOINTS. ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST Be MECHANICALLY RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 6 INCHES ML5T BE MAINTAINED AT ALL CROSSINGS. 25. WHERE A WATER MAIN 5 TO BE INSTALLED BELOW A STORM DRAIN PIPE, A MINIMUM OF 6 INCHES OF VERTICAL CLEARANCE BETWEEN PIPES SHALL BE CONSTRUCTED OF DIP AT THE CROSSING, AND SMALL BE MECHANICALLY RESTRAINED WITHIN 20 FEET OF THE CROSSING. 26. CONTRACTOR SHALL COMPLY WITH FLORIDA TRENCH SAFETY ACT REQUIREMENTS, BY OTHERS A B WATER METER so' FlNSHED GRADE LIMITS OF UTILITIES AUTHORITY INSTALLATION mmilliffol 5ECT10N A -A RESILENT (DOMESTIC SUPPLY PORTION) SEAT GATE CNYGATE VALVE VALVE flNBHW y/ Ta J DOUBLE VALVE SECTION B-B IPIRE SERVICE PORTION) WATER METER/BACMM PRtVENTER ASSEMBLY FIRE SERVICE WITH DOMESTIC SUPPLY (N.T.S.) G. LINEBY METED 5 R1NCiHC 5POOL r 9D' BENO NOTES: 1. LAN05CAPING REQUIRED PER CITY OF FORT PIERCE OR ST. LUCIE COUNTY ORDINANCE. NO PLANTS OR TREES WITHIN I W AROUND METER TO ALLOW MAINTENANCE WITHOUT DAMAGE TO PLANTS ETC. 2. NO SOLDER JOINTS. 3. ASSEMBLYTO BE 29' FROM FINISH GRADE TO CENTERLINE OF THE FLANGED 90r BEND. STANDARD SEPARATION STATEMENT FOR WATER / 5EWER CONFUCTS 1. SANITARY SEWER FORCE MAINS, AND STORM SEWERS SHOULD CROSS UNDER WATER MAINS WHENEVER POSSIBLE. SANITARY SEWERS, FORCE MAN5 AND STORM SEWERS CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE WHENEVER POSSIBLE. WHERE SANITARY SEWER, FORCE MAINS, STORM SEWERS MUST CR 55 A WATER MAIN LESS THAN 18 INCHES VERTICAL DISTANCE, BOTH THE SEWER AND WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) AT THE CROSSING. (DIP IS NOT REQUIRED FOR STORM SEWERS.) 5UFFtOENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN TWO JOINTS. ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE CRCS51W MUST BE MECHANICALLY RESTRAINED. A MINIMUM VERTICAL CLEARACE OF 6 INCHES MUST BE MAINT- AINED AT ALL CROSSINGS. ALL CROSSINGS SMALL BE ARRANGED 50 THAT THE SEWER PIPE JOINTS AND WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM THE POINT Of CROSSING (PIPES CENTERED ON THE CROSSING). WERE A NEW PIPE CONFLICTS WITH AN EXISTING PIPE WITH LESS THAN 18 INCHES VERTICAL CLEARANCE, THE NEW PIPE SNVLLL BE CONSTRUCTED OF DIP (EXCEPT STORM SEWERS) AND NEW PIPES SHALL BE ARRANGED TO MEET THE CROSSING REQUIREMENTS ABOVE. 2. A MINIMUM I O-FOOT HORIZONTAL SEPARATION SHALL BE MAINT- AINED BETWEEN ANY TYPE OF SEWER AND WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE. IN CASES WHERE IT 5 NOT POSSIBLE TO MAINTAIN A I O-FOOT HORIZONTAL SEPARATION, THE WATER MAIN MUST Be LAID IN A SEPARATE TRENCH OR ON A UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER OR FORCE MAIN AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN LS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER. WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF 18 INCHES IN PARALLEL INSTALLATIO445, THE WATER MAIN SHALL BE CONSTRICTED OF DIP AND THE SEWER OR THE FORCE MAIN SHALL BE CONSTRUCTED OF DIP (EXCEPT STORM SEWER) WITH A MINIMUM VERTICAL DISTANCE OF 6 INCHES. THE WATER MAIN SHOULD ALWAYS BE ABOVE THE SEWER. JOINTS ON THE WATER MAIN SHALL BE LOCATED AS FAR APART AS POSSIBLE FROM JOINTS ON THE SEWER OR FORCE MAIN (STAGGERED JOINTS). 3. ALL DIP SHALL BE PRESSURE CLASS 250 MIN.. ADEQUATE PROTECTIVE MEASURES AGAINST CORROSION SHALL BE USED AS DETERMINED BY THE DESIGN ENGINEER WATER MAIN r/ 11 DUCTILE IRON PIPE I8' MIN. AS NECESSARY SEWER MAIN NOTES: WATER MAIN CROSSING EXISTING FORCE MAIN SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN ANY TWO JOINTS. ALL CROSSINGS SMALL BE ARRANGED 50 THAT THE SEWER PIPE JOINTS AND THE WATER MAIN FIFE JOINTS ARE EQUAL DISTANCE FROM THE POINT OF CROSSING (PIPES CENTERED ON THE CROSSING). IN ALL CASES A MIN. 18- VERTICAL 5EPERATION SMALL BE REQUIRED. UTIUTYCP0551NG DETAIL N.TS. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS i REQUIRED BY FIELD INSPECTORS THAT � MAY BE NECESSARY IN ORDER TO. COMPLY WITH ALL APPLICABLE CODES:' FILE COPY ALL ENQUIRIES REGARDING UTILITY DRAWINGS TO BE DIRECTED TO: "OMEGA ARCHITECTURAL PRODUCTIONS INC.," ATTENTION: DAVID CLEVELAND. TELEPHONE: 772 4G4-2010 FIEVISIOMI 1. 3. 3. 4. 5. 5. 7. B. B. 10. 11. 12. 12JIJ05 z� o I H z L F a V U V ago ay CG Q Luo Ocz A IL Q) uj u"I W z O U PROJECT iO4-M &*ETV, M 1.3 DRAWN BY: G. MK. FOR CONTINUATION OF BATHROOM 5EE DRAWING SHEET M 1.5 rr�s;ows I I ZI] 0 I N TRV 3ni LAV I I I WC 1 1/2° LAV FROM PLUMBING RISER DIA., WC SHEET M I.G 4" 4° I TO G° 5EWER AT 4° NORTH 13OUNDRY 2 PART PLUMBING RISER DIA. I. 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EQUIP, 1 I STORAGE 4 I N MEN I 4'-2• 2'-11' 0-01 13'-1LL ' - P lD Q 3d-o' 5'-T 281-5 1 /8' TRAINING BREAK ROOM $ RAIL MECH PART FLOOR PLAN - FLUM5ING Scale: 3/1 G" = I'-O" n I � LAV 1 I '3' LAV A I 3'T.R.V. JJ� I I I / I 3'/ /Iwp I I v 1 1/2' /� I I SINOKP 2' II/2' I LAV I Z I la I LAV I Z I we 1 112• 4. I I 1 1/2' wO1 f/2' I �.��NI SINK we 2j3. PART PLUM51NG R15ER N.T.S. PART PLUM51NG RISER N.T.S. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO i` COMPLY WITH ALL AP0.UCABLE.000E.S FILE COPY MAR 0 91006 I IS1 I Uv Q� —s s �U U5 w , az j ! Z z Q Q I uj Q o i Q O w CL W O 1 I i m PART FLOOR PLAN - PLUMBING Scale: 3/1 G" = P-011 2�, TKV� C.0 PART PLUMBING RISER N.T.S. PART WATER RISER N.T.S. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS I, REQUIRED BY FIELD INSPECTORS THAT frMAY BE NECESSARY IN ORDER TO COMPLY . WITH AUL APPLICABLE I;ODES`*w, FILE COPY CERTIFICATE OF AUTHORIZATION z < z _gin Z z < u c) PROJECTS $MEET t M1.7 MAR 0 91096 DRAWN By G. WL CHECKED BY RETURN DIFFUSER ®— SUPPLY DIFFUSER- 3 WAY I -�— SUPPLYDPFUSER- 2 WAY/160 -® SUPPLY DIFPL5ER-2 WAY/W -�— SUPPLY DIFPUGER-4 WAY SUPPLY ROUND SPIRAL RIGID DJCT5 WITH SIDE DISCHARGE DIFFUSERS L� SUPPLY REM, RIGID DUCT RETURN RECT., RIGID DUCT SUPPLY FLEYABLE DLCT RETURN PLEYABLE DUCT BATHROOM EWIAUST ••�•� CONDENSATE LINE FIRST FLOOD H V A C Scale:3/32" I'-011 MEZZANINE I -I V A C Scale: 3/32" = I'-0" ATE iER FILE COPY THESE PLANS AND ALL PROPOSED WORK 'ARE SUBJECT TO ANY CORRECTIONS to. REQUIRED BY FIELD INSPECTORS THAT; ! MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICA814 CO!7ES.� MAR 0 9 2006 7 Ci co m z u z c� Ua xz^ .:• x =h h ` U U Ottz Q 0 '; PR�IECTSG'LJ i 1 1 I I I M3. 1 I I 0�L�aY OwCxED By N N N PART FLOOR PLAN - H.V.A.C. Scale: 3/1 G" = P-0" CO 120 2 TON PACKAGE UNIT ON ROOF OVER SERVICE DRIVE THROUGH 0 m FILE COPY THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT. ki` MAY BE NECESSARY IN ORDER TO ; COMPLY WITH ALL. APPLICABLE CODES;. REVISKM 7. I 4. S. A 7. A 9. 1Q 11. 12 1 2/1/05 Qn z� o a w Ila " r Y a Ci 0 V ,Uj H r U �o U 1L V m As z W IY O a ILL w SHEET c M3.2 DRAWN CHECIM RY: O. Ma fff: C D E F I LIGHTING/CEILING - FIRST FLOOR AEI Scale: 1 /8" = I'-0" ©E 0 LIGHTING/CEILING - MEZZANINE 5cale: 1 /6' = 1'-O" I COPY PROPOSED WORK '• ARE SUBJECT TO ANY CORRECTIONS -. REQUIRED BY FIELD INSPECTORS THAT. MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES% FtEMKM 1. 2 A 4. 0. e. 0. B. f0. 11. 12. 1211105 un z � 0 co � w a w A a �LWy F 0. C1 <<a c c.> 3� �N a �yF z = C7 J Q A W J u— W F_i u a 0 tLj w U J u— &*Mtr. AEI DRAWN CteCKED BY: MOL BY' P.W. FD. 1/2' I.R. 0.575. 4 0.22' W. 5ET GG2.30' FD. 5/8' I.R. 'F F t1L---j JOS ' MH=30 � QED P MH= �� QP M 30 MH=l6 tiF�� N lD 26. a N C9 WL dH=16 MED 0 MH=30 \ WL MH=16 D =30 2h EWL MH=16 H=16 �F'�,P Q J E3S _ MH=30 :V ` 3 5ET5 OF (A) 350 ACM s (1) 3n G IN (3) - 3' CONDUIT - TO PANEL C i MAIN gSLCNNEOf N (4) 350 MLM s (q'J0 G PANEL A HI =30 IN 3' CCNDiAT - TO PANEL 5 1200 ANP TR415POWAER PAN EL5 W 500 MCIA 4 00 o \ IN 3 1,2' CONDUIT PANELC3q \ PAVEI L I ER PANEL C2 3' OCNOIT FOR TELV"ON'E to 2 W L MH=1 QED .3 E3S ED H= MH=30 M 6 AIL W L i H=16 MH=1 JE ➢Z r W E c D LSE LIED L� N=30 M M =30 30 M 0 M 30 CD W j— -� Vl =� 0 0 CID 2EF (() J MH=20 IN < n--L tx2ED W fxY EXIED Eo Eo FENCE Date5/23/2005 gun:-c�v S<Mue P,.j.CV AII Projects Synod ety Lcul N.argerent L.rens LLr 0¢s«Ctm 5 WL SI.N5L'c 2:J.`0 04:0 :4'C0 I<;-Vr-2531: V-1NtER+w6 L:V. Ell EE SD:CsE I:A'.n: 0?r-0 E> n EE :r 2t 2Er TV(N IMM 11KI) EKO 2EE F. =V vti 2I 2E0 ACK 2-BALK Ito^w 09^.0 Ev_C 2 EC Ov :ma- IM El5 E3S SIhG E Iti;W 0200 Erca EE 3V IMT . et0 6 _aJ vi'�SS Nw.erc S,r ry Projects All Projects La.g ECIcryGe .1 Avg ft. Kn ave�m Pa*yMn LOT s,rw-crce rc 14 Z5 872 a 1142 6754 'MH=30 - _ _ =oM,lnuu- uJ Z O EL A 9 O Fclencne: fpdoage e32 Q Ef 27 Q MH-2 ➢ L9 41=2 4 —k =2 H=2! EF =20 =2 MH=2 F� �70 3s v W.PJG.F.I. OUTLET ON Z W.PJG.F.I. 8 2EF H=3D OUTLET ON M"=20 ` m UGMT POLE ➢ UG11T POLE 7 front Gnes r D N S N IlluminonCe Values(FC) Average =46.46 Maximum =97.9 k2EF 2EF 2EF F++D2EF . 2EF 2q� �� F F++102EF 2EF 2EF 2EF fia02EF cEF 1 mum =14.6 =20 =2D MH=2D =3b1 =2o Mr{p2o _ =20 HH=20 =20 0 M 20 MH=20 p CONC. PIPE Avg/Min Ro io=3.19 SET UU gEya/14in Ratio=6.D1 5 00-18132" E ni ui ni ui ui ui ei ai w u n ur m ui 8 N v GRA55 I . I Scale: 1 " = 30 ft DRIVE 8 N AI(1GTM K'./ll TH I IA CF/TI(lAI I ILIF :R FILE COPY THESE PLANS AND ALL PROPOSED WORK ' ARE SUBJECT TO ANY CORRECTIONS ' REQUIRED BY FIELD INSPECTORS THAT 10 MAY BE NECESSARY IN ORDER TO ;xx COMPLY WITH ALL APPLICABLE CODES.' RE\131ONS 3/7/OG 4 i 1 I E i � z z� Q o� t�. .- Z .., rti NP�. I N oC7 '•'r" I ays� o Zoo Q 0: 1 ~~� z { O � 1 i cl tY W W a U fez � � V n z d X V W PROTECT l � Q p O o Q w � n v � x w 1. t � U 4w7 I I I i ELL i NAR 0 9 200& PRAA,N 5, G m.L CHEC3:ED BY, P.W. .ummaire Schedule 'roJect: All Projects iymbol Oty Label Arrangement Lumens LLF Description �. 40 A SINGLE 40000 0.800 DAYBRITE LBN400M-CRA tJ+ 54 B 51NGUE 20500 0.800 DAY13RITE L13N25OM-CRA O 72 C SINGLE 20500 0.800 OMEGA OM 10250ED28MH-05 O 54 BJ SINGLE 20500 0.800 DAYBRITE L3N250M-CRA (JOIST ATTACH) lumeric Summary 'roJect: All Projects abet CalcType UnM Avg Max Min Avj/Min Max/Mm ;oom 2 Floor-WP Illuminance Fc G3.OG 83.4 19.9 3.17 4.19 R RVICE WRITE UP Illuminance Fc 32.74 43.1 18.1 1.81 2.38 ZPAIR Floor-WP Illuminance Pe 59.31 GG.4 25.9 2.29 2.5G SML OFF_Floor-WP Illuminance Fc 50.47 GO.0 23.4 2.1 G 2.5G GOFF- I Floor-WP Illuminance Fc 5G.80 G2.G 3G.2 1.57 1.73 ename: rPDO0GEINT.a32 FILE COPY THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT. PY BE NECESSARY IN ORDER TO K COMPLY WITH ALL APPLICABLE CODES VAIAR1 23 REVISIONS 1. 2. 3. 4. 6. 6. 7. 3. 8. 10. 11. 12. 3/30/06 �y r� C7 �I bn O tz7 �w ci 6 w F ci .I U�� 00 �yF U �a U-j V o O O LIL LU r (�� U- pG Ll I W Z 0. = O U LL PROJECT #:06-03 SHEETA E2, I DRAM SY• O MaL CHECKED BY: P.W. O A B ik,m 1 I I I A B FIR5T FLOOR - POWER Scale: I / 1611 = I 1-011 0 INIIIIIIIIIIr� O P Q R -- -'I 156 lll P --------- 4 C2 1 i2 15 1 i p I 4 o ° 220 V. 220 V. II I m I 152 151 I W A.F.F. Vro F v r1u 9mrEm -r11 E F I 220 V. D 220 V. V e _ r------- i 0 D 220 V. J) (K) (L) (M 0 0 0 0 0 0 C I I I CP DATA SOX m0 0 CEILING 77 OD FP3 CIRCUIT PLUGMOLD R AT TOP OF WALL FOR 'CIRCUIT AND DATA. 146 146 -GF I D I I I O INC I I I I I Vro V/D - - - DATA BOX Vro CEILING ro 00 I I I i I I I I I I I 0 0 0 ° 0 0 ° 0 0 0 0 0 0 0 I I I I I I 1 I 1 ® F G 11 I J K L M P FILE COPY o�� 1 1 -d Vro VOICE DATA DEVICE --d V VOICE DEVICE -d D DATA DEVICE OUPLE)(OUTLET ® FLOOR DUPLEX OUTLET ® CEILING CHORD 220 V, OUTLET, VOLTAGE AS NOTED THESE ��I�IBS�D�NI� ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS f P REQUIRED BY FI N TORS THAT, ER TO, PPLI ABLE CODESF `. MAYBE NECES RY I ORD COMPLY WITH ALL TELEPHONE 0 m owl U U U U MEZZANINE - POWER Scale: I/IG"= 11-011 MAR3�� FIPf UU MAR 31 20 5 REVISIONS 2. 3. 4. 5. 8. 7. B. 8. 10. 11. 12, 3/30/06 r ® C Uz� Oa F FBI V L�J I�U �yF F 0 FIGE V � � U O 0 rV V O V..I J lu PROJECT M:05-M SHEET F V • I DRAWN BY: G. WILL CHECKED BY: ELECTRICAL LOAD CALCULATION LIGHTING: 38250 SQUARE FEET @ 2 WATT/50 FT = 7G500 V/A 3GG25 5QUARE FEET @ 3.5 WATT/5Q FT = 128188 V/A 101 EXTERIOR LIGHTS @ 1000 VA EACH = 101000 V/A 5UB-TOTAL............................................305G88 V/A OUTLETS: 275 OUTLETS @ 180 V/A EACH = 49500 V/A FIRST 10,000 @ 100% = 10,000 V/A REMAINDER @ 50% = 19750 V/A 5UB-TOTAL.................................29750 V/A H.V.A.C.. 7 HEAT STRIPS @ 15 KW EACH = 98,000 V/A M ISC: COMPRE55OR, HOISTS, WATER 5Y5TEM5, SPRAY DOOTH5 ETC., = 75,000 V/A SUB -TOTAL: 508438 V/A 508438 / 120 - 3 (:X = 1412 AMPS 5AY: 1500 AMP. U c9 O O Ry g PANEL D i Phase 3 C) -w ~ U)S 120/205/430 v 4t, OU z OU m Z U U 200 Amps 8 N C)O N 75 KVA. 40 Spaces �_ O ih TRAN51`0 ER u'm u)m !n CAR WASH vz Vz u�im NEW GUTTER WITH TAPS CURRENT DISCONNECT: MAN TFAUILT DISCONNECT 350.000 500 KVA TRAN5FORMEPhase AIC FOR MAIN PANEL 51 PANEL C3 12W208OTHER PANELS RATED I5W A APS Phe.3 Phase 3 FUSED 1500 Pe, FOP, 250 KVA TRANSFORMER 1201208 Volts 1201208 Volts USE 50,000 AIC FOR MAIN 300 Amps 300 Amps AND 3G.000 AIC FOR OTHERS. 405paces 40Spaces VERIFY TRAN5FORMER CAPACITY AM GENERAL WITH F.P.L.. PRIOR TO ORDERING PANEL LIGHTING EQUIPMENT. AND POWER (4) 5 MCM t (1) 3/0 G IN 3 1/ ° CONDUIT PANEL PANEL PANELC2 PANEL C1 Phase 3 Phase 3 Phase 3 Phase 3 120/208 Volts 1201208 Vote 1201208 vats 120/208 vats Amppr 300 Amps 300 Amps 900 Amps F.P.L. TRANSFORMER t cto C3on0 Time clock and 40 Spaces 40 spaces - 40 Spaces 1 500 AMP. photocell wntrdled SITE LIGHTING A — AND GENERAL GENERAL EXTERIOR PANEL LIGHTING LIGHTING WATERPROOF AND POWER AND POWER 1 1 /4" 3/0 CU. GROUND RODS AND CONNECT TO FOOTING REBAR. (MIN., 20 LONG) FROM P.P,L �IpJ Primary Full Load Amps Va Volt -Amperes Is Let-Thru Short Ckt Amps Mc Motor Contribution V Voltage Line -Line Vn Voltage Line -Neutral L Length (Feet) Ckt To Fault C Constant X Transformer Multiplier z Transformer Impedance F? Calculated Faults Amps ] [ Transformer KVA: 500 ]( 1 2 3 4 5 ■ Secondary Volts/Phase: 208/3 ]I( Transformer Impedance: 1 Motor Contribution: FAULT 1: Ip=Va/(V*1.732) ....... x=100/z ............... Is=(Ip*X)+Mc .......... Y=(1.732*L*IS)/(C*V) .. F1=Is*(1/(1+Y)) ....... FAULT 2: Y=(1.732*L*F1)/(C*V) . F2=Fl*(1/(l+Y)) ....... 1,387.90 Type: CU-SINGLE CONDUCTORS 100.00 Duct: NONMAGNETIC-NONSHEILDED 138,790.19 Amt/Sz: 3-500 MCM 1.79 Length: 100 FEET 64500 49,713.95 Type: CU-SINGLE CONDUCTORS Duct: NONMAGNETIC-NONSHEILDED 0.07 Amt/Sz: 3-350 MCM 46,297.63 Length: 10 FEET 56100 } --}[ [ 1 2 3 4 5 .. Transformer KVA. Secondary Volts/Puss* 250 208/3 •} 1 Transformer Impedance I, FAULT 1: Ip`Va/(V*1.732) ....... X-100/Z ........... rem (Ip*X)+me ... Y-(1.732*L*Is)/(C*V).. Fiala*(1/(1+Y)) .,..... FAULT 2: Yw(1.732*L*F1)/(C*V)... _F2a=F1*(1/(1+Y)-) ....... Motor Contribution: t. 693.95 Type: CO-SINIzz cO dmIcIr s 100.00 Duct: Nommu NIRTIC-NOXIM ED 69,395.10 Amt/Sz:-3-500 MCM - 0.90 Length:_100 FM 61500 36,602.96. Type:-CU-SIN= CONDUC7=s Duct.: N STIC.-N=n1LD» 0.05 Amt/9a: 3-350 MCM 34,716.80 Length: 10 FRET 56100 120/208VAC 3phase 4wire Wat Pole Trip Con Wirt Remarks Ckt ICkt Remarks Wirt Con I Trip Pole Watt 480 2 40 .75" #8 SITE LIGHT 1 2 SITE LIGHT #8 .75 40 2 4800 48 (SITE LIGHT) 3 40 1 14 SITE LIGHT) 4800 480 2 40 .75 #8 SITE LIGHT 5 # 16 SITE LIGHT #8 .75" 40 2 2000 480 (SITE LIGHT) 7 10 1 18 (SITE LIGHT) 2000 480 2 40 .75" #8 SITE LIGHT 9 41 10 SITE LIGHT #8 .75" 40 2 4800 48 (SITE LIGHT) 11 1 12 (SITE LIGHT) 1 1 4800 480 2 40 .75" #12 SITE LIGHT 13 14 STTE LIGHT #12 .75" 40 2 4800 480 (SITE LIG 15 40 16 SITE LIG 4800 48 2 40 .75" #8 SITE LIGHT 17 18 SITE LIGHT #8 .75" 40 2 4800 480 SITE LIGHT 19 10 20 SITE LIGHT) 4800 480(.2 40 .75" #12 SITE LIGHT 21 22 SITE LIGHT #12 .75" 40 2 4800 480 (SITE LIG 23 1 124 SITE LIG 4800 480 2 40 3/4" #8 SITE LIGHT 25 1 141 126 SITE LIGHT #8 .75" 140 12 4800 480 (SITE LIG 27 1 28 (SITE LIGHT) I 1 1 4800 480 2 40 3/4" #12 SITE LIGHT 29 30 WELL DISC. #12 1/2" 20 11 2000 480 (SITE LIG 31 10 32 FLAG POLE LIG I" 40 12 4000 33 41 34 (FLAG POLE LIG 4000 35 a 36 37 38 39 40 JWP RECEPTACLE W12 1/2" 20 1 2000 hase t Total hase 2 Total hase 3 Total 54000 84000 42400 120/208VAC 3phase 4wire INN 111�--- MEMI■KIM ®■[N■hase ® ----® Totalhase I Total 2 Totalhase 3 .. IMI of lefflo�� --- ©■[�■� - ---- 11 1 1104130001100100 -Ihase 1 Total.°. Total.. aaa ° 120/208 VAC 3phase 4wire PANEL C 1 WaOPolel Trip Con WirtlRemarks Ckt ICkt Remarks Wir Con Tri Pole Watt 200(.1 20 1/2" #12 LIGHTS 1 0 1 1 12 LIGHTS #12 1/2" 20 11 2000 2 1 20 1/2" #12 LIGHTS 3 0 1 14 LIGHTS #12 1/2" 20 11 2000 2 1 20 1/2" #12 LIGHTS 5 41 6 LIGHTS #12 1/2" 20 1 2000 2000 20 1/2" #12 LIGHTS 7 e 18 LIGHTS #12 I/2" 20 1 2000 200 1 20 1/2" #12 LIGHTS 9 11 110 LIGHTS #12 1/2" 20 ,1 2000 2 1 20 1/2" #12 LIGHTS 11 41 112 LIGHTING #12 1/2" 20 1 2000 20001 120 1/2" #12 LIGHTS 13 41 114 LIGHTS #12 1/2" 20 1 12000 2 1 120 1/2" #12 LIGHTS 15 41 116 LIGHTS #12 1/2" 20 1 2000 2 1 20 1/2" #12 LIGHTS 17 1 1 118 ILIGHTS #12 1/2" 20 1 2000 2 1 20 1/2" #12 LIGHTS 19 41 120 LIGHTS #12 1/2" 20 1 2000 2 1 20 1/2" #12 LIGHTS 21 41 22 LIGHTS #12 1/2" 20 1 2000 2 1 20 1/2" #12 LIGHTS 23 1 24 LIGHTS #12 1/2" 20 1 2000 20 1 20 1/2" #12 ILIGHTS 25 41 1 26 LIGHTS #12 1/2" 20 1 20M 200 1 120 1/2" #12 LIGHTS 27 40 28 LIGHTS #12 1/2" 120 1 2000 200 I 120 1/2" #12 LIGHTS 29 30 LIGHTS #12 1/2" 20 1 2000 2 1 20 1/2" #12 LIGHTS 31 32 LIGHTS #12 1/2" 20 1 2000 200C 1 20 1/2" #12 LIGHTS 33 34 LIGHTS #12 1/2" 20 I 2000 2 1 20 1/2" #12 LIGHTS 35 36 37 38 39 40 Phase t Total hase 2 Total hase 3 Total 24000 24000 22000 ae°° a ' - ®_®' -' WiLIyJS�Lii19��.. eat 97990311�au OMEN INEENIMINE .-lhase 1 Total Totalhase 2 -hase 3 Total... :... THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, FILE COPY 120/208VAC 3phase 4,Aire PANEL C3 Wat Pole 7n on Wirt Remarks Ckt Ckt Remarks Wir on Trip Pole Watt 2 1 20 1/2" #12 Receptacles 1 0 12 Receptacles #12 1/2" 20 1 2000 2 1 20 1/2" #12 Recetacles 3 41 14 Receptacles #12 1/2" 20 1 2000 2 1 20 1/2" #12 Receptacles 5 41 16 Receptacles #12 1/2" 20 1 2000 200 1 20 1/2" #12 Receptacles 7 40 IS Receptacles #12 1/2" 20 1 2000 2 1 20 1/2" #12 Rece tacles 9 41 110 Receptacles #12 1/2" 20 1 2000 200 1 120 1/2" #12 lRereptacles I 11 112 IReceptacles #12 1/2" 20 11 12000 20001 120 1/2" #12 Receptacles 13 41 14 Receptacles #12 1/2" 20 11 2000 2 1 20 1/2" #12 Receptacles 15 41 116 Receptacles #12 1/2" 20 11 2000 20 1 20 1/2" #12 Receptacles 17 1 11 118 Receptacles #12 1/2" 20 il 2000 2 1 20 1/2" #12 Receptacles 19 4 120 Receptacles #12 1/2" 20 1 2000 20 1 20 1/2" #12 Receptacles 21 122 Receptacles #12 1/2" 20 1 2000 2 1 20 1/2" #12 Receptacles 23 41 124 Receptacles #12 1/2" 20 1 2000 2 1 20 1/2" #12 Receptacles 25 4 126 IReceptacles #12 1/2" 20 1 2000 200Q 1 120 1/2" #12 Receptacles 27 1 28 Receptacles #12 1/2" 20 1 2000 2 1 20 1/2" #12 Receptacles 29 40 30 Receptacles #12 1/2" 20 1 2000 2 1 20 1/2" #12 Recetacles 31 4 32 Recetacles #12 1/2" 20 1 2000 2 1 20 1/2" #12 Receptacles 33 41 34 Receptacles #12 1/2" 20 1 12000 2 1 20 1/2" #12 Receptacles 135 1 41 36 Receptacles #12 1/2" 20 1 2000 200 1 2O 1/2" #12 Receptacles 37 38 Receptacles #12 1/2" 20 1 2000 2 1 20 1/2" #12 Receptacles 39 40 hase t Total hase 2 Total hase 3 Total 28000 28000 26000 <A1006 J tN wLU Z n— SH,E T a. 3/7/OG R z w z Nab z N w w z� C Z � r z r E J a. LLJ R' z U zs sA ♦Pr� a s s 3 ^� Qz 964 G W 0 Q C O d LL LLJ (S) W FL Gt CY 0 U E4. 1 LAND5CAPE LEGEND Perimeter Trees: Zoning R5-2 %S 0 20 Live Oak, 12' Ht., 2.5' Cal, 20 YARD BODY SHOP DUMP5TER Land Use RU N u' • } 20 Laurel Oak, 12' Mt., 2.5' Cal. 5' OPAQUE WALL GG 2 , 301 --10 � FD. I/2' IX('�'-�% 0.57 S, t 0.22' �> 22 Slash Pme, 12' Ht., 2,5' Cal. 6 .7' .-._ - SweL EUTIUYJ a rreu �j(� J 18 Magnolia, 12' Ht., 2,5° Cal, --_ ------- ___--_-__--__...__ CHIAN FENCE „ ® Interior Trees: ' 24 _' _____________________.-_-____. -- ___-..-------..-- ..-.. 'ss------- C� il_. �_. __ _ -----.-_.�-... _. �. __..s.-_..._-......� „ 5419 51,14 ---..r--.,- � - - 12X30-LO-ADING - 22 090 East Palatka Holy, 12' Ht..2.51 Cal. ° • so SPACE ' 1 2X30 LOADING t ♦ \r/' SPACE HOSE 32 Tree Ugustrum, 12' Ht„ Multi -Trunk , Ni .BIB z6 ; •25 • ) h�etL ko 3b-FwF uE• Cert,C-12.ocf , 24 , (• I I Buttonwood, 12' Ht., 2.5' Cal, 74'-G';BU LD NG ETBACK ; F.F.E. 16.001N.6.V.D. ; • so N I00 A55UMED ; 10-9 .0 26'•,'0' ; I � IWATER R WA5 � (. SIDE SETBACK Palm Trees: 1 I _z TO CAR WASH F.E. tic ss a • p f� o Sabel Palm, I CO CT O.O�l7 �S�SU_M_E_D ; p I �.5-17 I ' TRENCH DRAIN ---- I u T5:50 I GREASFJOIL 3 15 12 % _ w.. ; (rs 1 z 1 ; INTERCEPTOR 4" z I I OU I UNDERGROUND AIR 12 I' 5EE MI. 2 FOR ° � 5 4. I 4. 1 TO CAR WA5H I --^..S 5CHEMATIC 0�0:70000 1662 Hed e: 4 ' I I -_--. 5-21 - ALL UNDERGROUND 9 v 5-15 I -18 PIPING ON THE m ' BIB \. . .._.._.. .._..i_..-...�..� ..��.. .�... r - G' I, INFLOW SIDE • 112`� �- 3/4 � 4' �• 6' 6. ••� -• •• - OF TH15 Viburnum obovatum, 3 Gal., 244 Ht, --•� •1 ; SEE PLUMBING 2' DOMESTI = _- __ __ _- r -_ I = __ __ - - ^- ^_ _- = INTERCEPTOR I RJ5ER DIA., L,j�=F= = 1 . SHALL BE CA5T IRON 96 15 6 Q ! 5HEET MI .5 1 1/2'►1 - I �I Viburnum suspensum, 3 Gal., 24' Ht. m F.F.E. I6.00 N G.V.D. -.-.. - +.._....__ ._- �EE PLUMBI�JG 0,00 A55UMED I ? HOB v TREE5 TO I MAINTAIN MIN„ 18' VERT., 51PARATION , SER DIA.,' -"`��! I _ �j BIB Orange Jasmine, 3 Gal., 24 Ht. - - HEET M I . 4' 3,4' UP TO ( I -Z u� rn BE PRESERV i WATER ABOVE SEWER. METER I•• — F D MEZZANINE ,3� °� I REGULATOR ' SEE PLUMBING b, i Mitigation Data: 15+ I I 1 fl.3 I z cry '; : 3 _1 EET M+I.4 Per Removed : 162 inches ..�. .. j•- 4+ L 4',' 4 4. I Caliper Required, (I G2 x 2) 324inches Total I Total M c.Q.l wwwr w..�w�.-• ..� .. �ww •tom •w •. •w�..w� w. ww� •• ww� www ww� . �� ww�, ww.�r •we ww ' ••'• 1 I I Total Caliper inches Preserved: 3581nches SEE PLUMBING ____._. l I F.F,E. 16 00 N,G V.b } J RISER DIA., 1 TREES TO - 5�20 11 N Credits for Trees Preserved: (358 x 2) 716 inches 0,00 ASSUMED SHEET M I-, G- Addlbonal Mitigation required: (716 - 324) 0 inches _ BE REMOVED 96 It,50 •96 21 .50 A55UMED, � � Notes: j I 5.50 MAINTAIN IO`O'5EPARAT1ON nd thl permit is s ed acomplct d wn6month269'- I I I �CY� 5EWEK AND WATER A 5t. Lucie County 5tormwater Permit is required g , MIN, SETBACK REQ. for the this project per Section 7,07.04 of the ZO mg CC ) 35 I O 5LC Land Development Code, Laryd Use C M Zoning CG FRONT_ ° 6 \ + y` ua Land Use COM SIDES / 0 Landscape areas vnll receive 100% Imostlon ' t I I .1 coven ge. CNR SIDES 8 fi.35 54_7 Lfi 35 Non -Cypress ss mulch wll be used. - - .._--.-_----------- REARa0 •6555ZNG. CG/&om TECH. k13.u,wt. I I0- 51DE I MAP 1�► Im � 1� I �) 51TE PLAN - UTILITIES/EXFILTP.ATION :7 Scale: I ` = 40 ft I, FLAGPOLE C7J.68,03 ;; r1�.68.03 ; 68 ; '.68 Ln z 1 It 9 I` 66 7- 1 [IT11 __T, N : , --... _.... 15 35 1; 35 I D ` 11.0 1 LIFT STATION A55EM13LY ..... ............... ........ .... INVERT 117�• �...... �-•---- - r�'.............:. 5EEM1.2 BUSINESS LINK SIGN 20 HT. S_2 CHARLIES DODGE SIGN 30 HT. 5-3 ADVANTAGE CARS 51GN 30 HT. 5-4 ' DISPLAY AREA 4' H X 8' W - 32 5Q., Fr. D15PLAY AREA 1 5' H X 10 W - 150 50.. FT., D19PLAY A H 6' 4 'X I 0 - 6 5 „ FT. FOR SCHEMATICS"- a Y ' bNC. PIPE r 500°18'32'E °'~ ° r r r • r r r r r ° GG 1 50r r - .' _ - REI.00 P.P. GRASS DECELERATION LANE -' ° I(r NORTH OUTH 14 SECTION L 14 9 ° Zoning CG Land Use GOM Bt ildmg Tabulations A un Bulking I st Level 23,855 M. ft. 2nd Level 13,025 sq. ft. 5ennca Bays 17,259 sq. ft, Body Shop 16,085 M. ft. Onve Through 3,054 sq. ft. Car Wash 1.500 sq. ft. Total Builings on site 74,181 sq. ft, Max Haght 32.0 F.F.E. 1 7 Type of Construction Type IV NC Zoning CIS Land Use CoM Front Setback 25' Rear setback 20 side Setback 10 Parking Required 370 5 spaces per 1000 sf Parking Provided 468 Vehicular Use Area 237,550 M. ft. Landscape Requirements: Vehicular Use Area along Property Lines 1831 Linear Feet along Property Line 1631 x 10 a 18,310 sq. ft. required Landscape Area 1348 / 30 = 54 Trees Required Vehicular Use Area along Right of Way SW Linear Feet along Right of Way 588 x 15 ■ 8520 sq. ft. required Landscape Area SU / 30 ■ 19 Trees Required Interior Vehicular Use Area 237.550 sq. it total Vehicular Use Area 237,550 / 18 - 13,197 sq. ft. required Landscape Area 13,197 / 180 i 73 Trees Required Total Landscape Area Required = 38,027 sq. ft. Total Trees Required ■ 148 Trees Provided a 153 Canopy Trees SITE PLAN )kPPROVED BOARD OF COUNTY CLT,MMISSION 124 BACKFILL 6" GRAVEL L • ` • " - •. � �:� � �•,� .� F;w�. ry � 15' MINIMUM Chairman p = ;,R PIPE COVER - Ifa1 z „ • 15' DIAMETER 1,•, -; PERFORATED PIPE b eena�: 1. jI Z _ I ,. -- a 7. c to. T It. 1 TH15 DRAWING SupF. DRAWINGS BEARING 155UE DATE PRIOR TO 1 I/29105 11/29/05 ALUM. z .` 'It.► r nw1 15' MINIMUM `r ;�+ , r • °. PIPE BED t.r 2' DOME5TIC WATER METERED 6' 5PRINKLER WATER TRENCH WIDTH 41- FILTER FABRIC bL" G1Ar D¢An,1AGP Ov7 rll1 I - '--'.. � % 5cf7riwc. f htn 71DES 0C W L. H2 HEIGHT OF GROUND SURFACE Af0VE THE DESIGNED WATER UEW FORCE MAIN i DU VOLUME OF RUNOFF THAT CAN 6E 570RED V QQQ [L� D5 DEPTH OF TRENCH BELOW THE WATER TABLE `-NTEROF5ECTION IO-36-40 2 TYPICAL EXFILTRATION TRENCH C7 N.T.S. Applicant: MLF Properties LLC, IT' THESE PLANS AND ALL PROPOSED WORK 4515 5. Federal Highway 'ARE SUBJECT TO ANY CORRECTIONS Port Pierce, FL 34982 U REQUIRED BY FIELD INSPECTORS THAT '~ MAY BE NECESSARY IN ORDER TO: N Landscape Architect: — Greg Boggs, RIA to COMPLY WITH ALL APPLICABLE CODES;' surveyor: Liventure 4 Associates 1540 SE Port 5t. Lucie Blvd .o mr*.0 n, p Port 5t Lae, FL 34952 THIS SITE FALLS WITHIN FLOOD ZONE "X11 LEGAL DESCRIPTION: C7 11 Z�t79 THE NE 1/4 OF THE NE 1/4 OF THE 5W 1/4 OF SECTION 10 TOWNSHIP 3G SOUTH, osnwY ev:a w,a RANGE 40 EAST, EXCEPTING THEREFROM ALL RIGHT OF WAY FOR DRAINAGE AND PUBLIC ROADS, c1:�kx�er rw CHAR I S DODGE U.S. HIGHWAY 1 -FORT PIERCE, FLORIDA CONSTRUCTION DRAWINGS -FOUNDATION PACKAGE DRAWING INDEX INDEX SHEET SITE: ARCHITECTURAL: STRUCTURAL: KEY - FOUNDATION PLANS S 1 PART FOUNDATION "LAN S 1.1 PART FOUNDATION PLAN S 1.2 PART FOUNDATION PLAN S 1.3 PART FOUNDATION PLAN S 1.4 PART FOUNDATION PLAN S 1.5 PART FOUNDATION PLAN S 1.6 PART FOUNDATION PLAN S 1.7 STRUCTURAL SECTIONS S3 STRUCTURAL SECTIONS S4 STRUCTURAL SECTIONS S5 MECHANICAL: SITE PLAN - PLUMBING ' i ' y , f 'rye S 3 ia.N 5T vQ5 x. F_, TJ_d 1 i As pp S ARCHITECTURAL/ELECTRICAL: ELECTRICAL: SITE LIGHTING A ._y INFORMATION FOR INFORMATION CONCERNING THESE DRAWINGS CONTACT: PROJECT MANAGER "DAVID CLEVELAND" AT OMEGA PRODUCTIONS. TEL. 772 464-2010 FAX. 772 464-0344 DESIGN TEAM Q OMEGA PRODUCTIONS PLANNING - DESIGN - ENGINEERING 100 AVENUE A, SUITE 2E FORT PIERCE,FLORIDA 34950 Tel 772 .464 .2010 Fax 772 .464.0344 V.T. GERLEY & ASSOCIATES STRUCTURAL ENGINEERS CA #9318 3190 N.E. MAPLE AVE. JENSEN BEACH, FL 34957 772-334-2600 VICTOR J. GERLEY, FL.REG. #21422 MECHANICAL ELECTRICAL CIVIL ENGINEER 1984 BILTMORE STREET #114 PORT ST. LUCIE, FLORIDA 34984 Tel 772 .785 .9888 JUlV1A5 L U CIDO & ASSOCIATES, P. LAND PLANNING / LANDSCAPE ARCHITECTURE 100 AVENUE A SUITE 2A FORT PIERCE, FLORIDA 34950 Tel 772 467.1301 ST. LUCIE COUNTY PLAN REVIEW DATE. DATE: 1 & ELEC: DATE: DATE: MECH DATE: ANDERSON-MOORE CONSTRUCTION CORP. 1568 Watertower Road Lake Park, Florida 33403 Phone 561.753.7400 Fax 561,840.9779 a t V a N PD. 1/2' I.R. 0.575. 4 0,22' 662.3d a ,M r'-'ti"i1D'TFRCC - - �I'CJtJfPALt - I ♦ 0 . za^ . z ------------- 5#13 5414 51116 __ __ ____54 2 + 30' E Y X X X t t 1 I � X 1 1 u HO5E BIB 26 � +26 +24 ! , « Y u F.F.E. 18.50 N.G.V.D. i o +30 a 26'-6" a 0.00 A55UMED N Y 1 w I ° WATER ; ^ I z TO CAR WASH F.F.E. 18.5d N.G.V.D. TRENCH DRA79- M = i T-5401 7 I t 1 31 5J 2 u 5, l r 1 UNDERGROUND AIR « " o s w 4Y. V 14' I 4" I TO CAR WASH I _0 ° z 5-15 I 1 ( ___ 5-21 Y 1 ' . 5-18 ' m BIBI/2"r 4 3/4" 4��6T ._.._ .._..�.... 6"".. ..�.. ..6p .._ .........i .. ....., " SEE PLUMBING 2° DOMESTIC I ' .1 RI5EKDIA., 96 0 0 SHEET M1.5 1 1/2'-ol X cn = r "� ^1 F.F.E. 18.50 N.G,V.D. z z I 4 0.00' ASSUMED z XEE PLUMBI[G I w . HOS SER DIA., 1 i o f BIB D - SHEET M 1 4" 3/40 UP TO I I ¢ u7] rn METER" e"'""' F.D. MEZZANINE 3 =04 REGULATOR 5EE PLUMBING m UW7MDIA._____-_ _ I S+ I I 31 z tp i °_ SHEET M 1.4 FENCE • *r 51DE 5ETBACK I+ GREA5E/OIL INTERCEPTOR • SEE M 1.2 FOR SCHEMATIC _ ALL UNDERGROUND N PIPING ON THE INFLOW 51DE OF THI5 INTERCEPTOR SHALL BE CAST IRON +I MAINTAIN MIN., 18" ' VERT., SEPARATION a WATER ABOVE SEWER. C.O.) ....�._......... �....« 4'. ::`... `} SEE PLUMBING - F.F.E. 18,50 N.G.V.D. r RI5ER DIA., 57T 5v20 11 „ 0.001 A55UMED 511EU MI.6 '----Y Y / 18.Do i I 96 F.F.E N G V.D. .96 a 65 5-10 2.5 SUME HO r .50 BI $ Y 1 iV v P X Y. P Q W .75 .35 10 " Y PI TC P Y � � Y Y • i Y 5:9 00 8 35 5-7 35 YP --r5.ao P Y ( � 5�6 - ---------------- o u ' 1 " ((� 1 1 1,16 ry I I I I nn i I I I I I I I I I I I I in ,- a i i _.►r �IVA* a `I SITE PLAN - UTILITIES/EXFILTRATION C7J Scale: I " = 40 ft `1 L5.68 J�.03 68.03 s L5.6 Y Y 1 _____ INVERT_I_1.7 % ___z___- _�-••- --- --- ••---- •---•'•.............♦ ------------------- --•' 5-2 5-3 5-4 */-L5.68 LIFT STATION A55EMBLY SEE M 1.2 FOR SCHEMATICS ---•-__ �bNC. PIPE Y\ I SET 5 00° 18'32' E . . . - '" 661 .50' In RELOCA P.P. GRASS a a R MAINTAIN 10 0' SEPARATION SEWER AND WATER 2' DOMESTIC WATER METERED 6' 5PRINKLEK WATER FORCE MAI SECTION 10-36-40 f t�-�.y!• i•� ; i «j� ` y 1 2' BACKFILL t 5Y , t • ° _` G' GRAVEL 15' MINIMUM o �• �_ '; r� •� PIPE COVER Y+ z �� . •; 15' DIAMETER PERFORATED PIPE b ~ •y��i�� ALUM. 15, MINIMUM - �., i� • ,� PIPE BED TRENCH WIDTH 4' - FILTER FABRIC H2 HEIGHT OF GROUND SURFACE ABOVE THE DF51GNED WATER TABLE DU VOLUME OF RUNOFF THAT CAN BE STORED D5 DEPTH OF TRENCH BELOW THE WATER TABLE TYPICAL EXFILTRATION TRENCH N.T.5. OCT M THIS SITE FALLS WITHIN FLOOD ZONE "X" HEYLI4_tu� 1. 2. 3, 4. 5. 6. 8. 9. l0. 1 z. THIS DRAWING SUPERCEEDS DRAWINGS BEARING AN 155UE DATE PRIOR TO 10/27/05 5ET 13ACK5, FLOOR ELEV5 FLOOD ZONE ADDED. UNDERGROUND PIPING TO GREASE OIL INTERCEPTOR IDENTIFIED A5 CAST IRON. 10/27/05 � r � Ir�-1 iL�J C� 0 0 � w w y V o C7U 8a• ^O� w O F a . z�z f-I W ry at P O'� r n �yF F ~ a 0 � w u ;-T-a PROJECT #..05-03 HHRETY. C7 DRAWN Bm n""r CHECKED BY' P.W, GENERAL NOTES CODE: THE 2004 FLORIDA BUILDING CODE IS USED AS THE BASIS OF THE DESIGN OF THIS BUILDING DESIGN, DESIGN OF THE OF THE FOUNDATION SYSTEM IS BASED ON LOADS SUBMITTED BY 'AMERICAN BUILDING COMPANY' SOIL. CLEAR BUILDING AREAS OF TREES, RUOTS,DRGANICS AND OTHER DELETERIOUS MATERIALS.BACKFILL WITH SELECTED GRANULAR MATERIAL IN 15' MAXIMUM LIFTS AND COMPACT TO A MINIMUM DENSITY OF 95% AS DETERMINED BY ASTM D-1557. ALLOWABLE SOIL PRESSURE SHALL BE 25DO PSF AND SHALL BE VERIFIED BY A TESTING LABORATORY CONCRETE. CONCRETE SHALL DEVELOP A MINIMUM STRENGTH OF 3000 PSI AT 28 DAYS, ALL CONCRETE SHALL BE READY -MIXED AND IN ACCORDANCE WITH ASTM C-94, SLUMP AND CYLINDER TESTS SHALL BE PERFORMED BY AN INDEPENDENT TESTING LABORATORY, PROVIDE FOUR (4) TESTS FOR EACH CONCRETE PLACEMENT AND/GR 4 TESTS FOR EACH 50 CU YARDS OF CONCRETE, MAXIMUM ALLOWABLE SLUMP SHALL BE 5 INCHES. MASONRY, CONCRETE MASONRY UNITS (CMU) SHALL CONFORM WITH ASTM C-90, PLACEMENT OF UNIT MASONRY SHALL BE STRAIGHT, PLUMB AND TRUE TO A TOLERANCE OF t/8' IN TEN FEET. PROVIDE 'DUR-O-WAL' STANDARD WEIGHT ALL GALVANIZED 09 GAGE TRUSS REINFORCING AT EVERY SECOND COURSE OF MASONRY. LAY CONCRETE MASONRY UNITS IN RUNNING BOND WITH SUCCESSIVE COURSES LAPPED 1/2 OF A UNIT, MORTAR FOR MASONRY UNITS SHALL BE TYPE 'S' WITH A MINIMUM F'm=1800 PSI. REINFORCING, REINFORCING STEEL SHALL BE DEFORMED, NEW BILLET STEEL IN ACCORDANCE WITH ASTM A-615 GRADE 60 AND DETAILED IN ACCORDANCE WITH ACI 315, ALL SPLICES SHALL BE IN ACCORDANCE WITH CHAPTER 12 OF ACI 318, WITH A MINIMUM SPLICE OF 40 BAR DIAMETERS, REINFORCING COVER SHALL BE, 3' FOR FOOTINGS. 1 1/2' FOR COLUMNS AND 3/4' FOR SLABS OF INTERIOR EXPOSURE. STRUCTURAL STEEL. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITIONS OF THE AISC SPECIFICATIONS FOR THE GESIGN,FABRICATION AND ERECTION OF STRUCTURAL STEEL AND ASTM A-36,LATEST EDITION, WELDING ELECTRODES SHALL BE E70 XX UNLESS OTHERWISE NOTED. ALL FIELD WELDS SHALL BE REPAINTED WITH TWO COATS OF RUST INHIBITIVE PAINT OF THE SAME BRAND AND TYPE AS THE SHOP COAT. JOISTS. OPEN WEB STEEL JOISTS SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE STEEL JOIST INSTITUTE STANDARDS, FABRICATOR SHALL SUBMIT FOUR SETS OF SHOP DRAWINGS FOR THE REVIEW AND APPROVAL OF THE ENGINEER, STEEL DECKINOi DECKING SHALL BE 'MARLYN' TYPE '1.5CF' 225A OR AN APPROVED EQUAL. FINISHED FLOOR ELEVATION - (F.F.EJ. FINISHED FLOOR ELEVATION FOR THE SERVICE, REPAIR AND PARTS AREAS IS SET AT +1B.500' HEIGHT REFERENCED TO 0.00' N.G V D. FINISHED FLOOR ELEVATION FOR THE SHOWROOM AND OFFICE AREAS IS SET AT +21.00' HEIGHT REFERENCED TO 0.00' N.G.V.D. FOR CONSTRUCTION CONVENIENCE THE HEIGHT REFERENCES USED ON THESE DRAWINGS AND DETAILS IS ASSUMED TO BE 0,00' FOR THE FLOOR ELEVATION OF THE SERVICE, REPAIR AND PARTS AREAS AND + 2.50' FOR THE SHOWROOM AND OFFICE AREAS, ALL REFERENCES FOR TOP OF FOOTINGS OR STEEL RELATE rr9,� p 15EE DRAWING 5 SIY S3 I I I I 5 y I TRWCMD NBYMCCHANICAL 5y B Y I B I I I I I P n - T allle - f15 v rZ"�I L L"J L� L_ ,00 N,M' ,a IPt I I Q R U V F n FIF I' A O 1 I � � _ ' � g I I I SIM S3 I IOILXIe,,.4Y9 I O Y1 I � I vx nq¢wFrm M.W.YA,Y°WYt"X"pGMIY lo-1 Rl• v.Yw L ' g I 1 I I I I I - -I , r - -I F • FIe .G\ -- _I,. SEE DRAWING 51 .7 II I I I I ' I I I ' I ' I II ° I I " I I I I FA I I y I N MMVWnWwy i O r_! 9 I 1 I 1 I 1 I I aaerx"®°`iaws tow"m,tro>mlu I 1 e,wa wFr®e,Y °me.xYvu,Y,wwF� I 1 Q u P G 1 LF5 ,e a,rrm I H- 1 kI •__+__1.e r__+__1 I I Oua - I -----------I O I I O I O mr ' O .-! a- - J ---- ---- -1 L --- - - - - !------- lw• __ I. mo I SEE DRAWING 5 15 TT D HE ASSUMED 0,00 . B D E F H I 6,A b p, g �l, Am :1 Ey '�F T K T M O " ,� v.verm av,m D av,m v.oeo avem exv ua tIM B v° w ° r i r I 7pl� -Yn L J L J LO re reLJ d �- I I OI I v°.IYvS..a I g _ 1 r> 1 .www 1 x O r.c I O s rs re L rFxY.xue°mecrwYa,une°IwY•w°rl Ao,u. es _ - °°bYIY,YYPIW .rweoou. > re i J J L J I � I' IF I,WY s Y • --- -- EE DRAWING 51 .2 -- °; , HE DRAWING 51 A i I I I ' ' L -J e L _J L I I > I I I I I 99-I__ I I I I I a L I I I° - I g I ru a r " 3 " I f r` L - � -I r` OiJ __ ' C. L J_ _-� I I -- L f °YruYvwv I 1 I 6 IO A V� 9 I I vauxmveY.v a.u<au°m,lululu I 9 Boo- e 18 I I 1 Fo vYuwxu Yxn F°nam,°elu,u I 9 eA � tl •tivMaY _ F9 PUi,aw6sYn _ r l 1 I Fe " I � � I rl � r,°ws wn•Fm ,F"assae I L vm I� ID I L _J I I I i le vexeY,e«SYrnYumve°u,lwro 0 I ILc �y-_ 9 I m>.0 w.�mYvmF»m.,uewYeY.Imcm,Y r -I l 'ri-I -I 'l I l "' F6 18 _ _ _ _ _ _ _ _ IL I J L J L J L J L J I g v S5EE DRAWI NG 51 . I I F119 SEE DRAWING 51.3- L J 9 Fe L � F9 I Fe Ll':/ e F9 r O I I I I I FA ,., se N IS I I I v,r9 R S< S3 ' L I O I ,e v5o I 1 F18 n F3 - F9 Tr Q A -f5 F,. F," It 4I- T - -I _ I - - F4 - r I - - F4 O - - F4 - - F4 - - - - F4 F7 �© L J L J L .J L ,J L J 9 L I JL J Fn a L Fil Ill I n I 4FISI I I L J L J F❑UNDATI❑N SCHEDULE 6,A b p, g �l, Am :1 Ey '�F T K T M O " ,� v.verm av,m D av,m v.oeo avem exv ua tIM B v° w ° r i r I 7pl� -Yn L J L J LO re reLJ d �- I I OI I v°.IYvS..a I g _ 1 r> 1 .www 1 x O r.c I O s rs re L rFxY.xue°mecrwYa,une°IwY•w°rl Ao,u. es _ - °°bYIY,YYPIW .rweoou. > re i J J L J I � I' IF I,WY s Y • --- -- EE DRAWING 51 .2 -- °; , HE DRAWING 51 A i I I I ' ' L -J e L _J L I I > I I I I I 99-I__ I I I I I a L I I I° - I g I ru a r " 3 " I f r` L - � -I r` OiJ __ ' C. L J_ _-� I I -- L f °YruYvwv I 1 I 6 IO A V� 9 I I vauxmveY.v a.u<au°m,lululu I 9 Boo- e 18 I I 1 Fo vYuwxu Yxn F°nam,°elu,u I 9 eA � tl •tivMaY _ F9 PUi,aw6sYn _ r l 1 I Fe " I � � I rl � r,°ws wn•Fm ,F"assae I L vm I� ID I L _J I I I i le vexeY,e«SYrnYumve°u,lwro 0 I ILc �y-_ 9 I m>.0 w.�mYvmF»m.,uewYeY.Imcm,Y r -I l 'ri-I -I 'l I l "' F6 18 _ _ _ _ _ _ _ _ IL I J L J L J L J L J I g v S5EE DRAWI NG 51 . I I F119 SEE DRAWING 51.3- L J 9 Fe L � F9 I Fe Ll':/ e F9 r O I I I I I FA ,., se N IS I I I v,r9 R S< S3 ' L I O I ,e v5o I 1 F18 n F3 - F9 Tr Q A -f5 F,. F," It 4I- T - -I _ I - - F4 - r I - - F4 O - - F4 - - F4 - - - - F4 F7 �© L J L J L .J L ,J L J 9 L I JL J Fn a L Fil Ill I n I 4FISI I I L J L J F❑UNDATI❑N SCHEDULE MARK SIZE (Bx DxT) REINFORCING T/EL REMARKS F1 ID1-D1%ID1-D1x3'-0' II17 BOT EA.WAY -21-6' F1A ID'-0'XIO'-O'x3'-0' 1107 DOT EA.WAY -1'-0' F2 B'-0'xB'-D'x3'-D' 9R7 813T EA.WAY -2'-6' F3 6'-0'x6'-O'x3'-O' 707 BUT EA.WAY -2'-6. F3A 6'-01x6'-D1x3'-O' 7q7 DOT EA.WAY F4 2'-G'x L x 2'-6' 3#5 T&B 0'-0. NO TRANS- VERSE BARS F5 2'-6'K L x 3'-6' 305 TLB 2'-61 NO TRANS- VERSE BARS F6 6'-0'x6'-D-x2'-D' 7R6 DOT EA.WAY D'-D' F7 4'-0'x4'-0'x2'-6' 5#6 GOT EA.WAY D'-O' F7A 4'-0'x4'-0'x3'-6' 5#6 BOT EA.WAY 2'-6' FS 41-0'x4'-0'x2'-D' 5R6 BOT EA.WAY 0'-D' FBA 4'-0'x4'-0'x2'-0' 5q6 BUT EA.WAY 2'-6' F9 1'-6'x L x 1'-0' 3D5 BOT -1'-4' NO TRANS- VERSE BARS FIG 4'-0'x4'-O'x3'-6' 5D7 BUT EA.WAY 2'-6' FIl 10'-O'xl0'-0'z3'-0' 1107 BUT EA.WAY F12 Il'-D'xlt'-0'x3'-D' 12117 BOT EA.WAY Fla 8'-O'xB'-0'x3'-0' 9R7 BOT EA.WAY D'-O' F14 7'-D'x7'-D1x3'-O' 8D7 BUT EA.WAY -2'-0' F15 5'-0'x5'-0'x3'-O' 6N7 BUT EA.WAY 0'-0' F16 I'-6'x L x V-D' 335 DOT D'-0' NO TRANS- VERSE BARS F17 7'-D'x7'-O'x3'-6' 8R6 DOT EA.WAY 2'-6- FIB I'-6'Y L x P-O' 3q5 BOT 2'-6' NO TRANS- VERSE BARS F19 9'-Vx7'-5'x2'-O' 05 @ 12' O/C DOT EA.WAY _4,-D, FED 9'-VX9'-O'x3'-D' 1037 DOT EA.WAY ILL NOTE. ALL HAIRPIN5 ARE 12' 0° EACH LEG x GAUGE 5HOWN ON DETAILS COLUMN SCHEDULE SIZE REINFORCING TIES TYPE REMARKS TS6X6X3/8' STEEL ASTM A501 rMARK 12, X 12, 4#6 #3 @12' CIP I I w i I Fe I I I - _ F4 I I F4 i - - --r- --r- - - - 7 - T. _ �F i Q - m na v,a ua _ ero ua a na ,ea A B C D E F G H 1 J K L a M prv-4 8 8 WIND CRITERIA: 1 q r UPLIFT PRESSURES 8=14' ZONE 1-45.3 PSF ZONE 2- 67.4 PSF ZONE 3- 93.4 PSF 3 PRESSURE (PSF) AREA ZONE 4 ZONE 5 ZONE4,55 10 -60.4 -74.5 +55.7I 20 -58 -69.8 +53.3 \ =14' 30 -66.8 -67.4 +52.8 50 55.7 -65.1 +51.9 100 50.9 -58 +49.1 200 48.6 -53.3 +45.3 VELOCITY : 140 MPH, EXPOSURE D', CATEGORY II (IMPORTANCE FACTOR- I.0),PRE55URE corm =+O.Ia.-0.18 OF51GN PRESSURE ON BUILDING ENVELOPE ELEMENTS: BEE SCHEDULES. EXTERIOR GLAZED OPENINGS SMALL BE PROTECTED BY PRODUCT5 WHICH MEET THE REQUIREMENTS OF 55TD 12. 5UPERIMP05FDLOADS: ROOF: 10 P5F D.L. ROOF: 20 P5F L.L. a BBV1910N9 i. 2. 3. 4. 5. 6. 7. S. 9. 10. THI5 DRAWING 5UPERCEED5 DRAWINGS BEARING AN 155UE DATE PRIOR TO % 10/27/05 FLOOR ELEV5, BUILDING TYPE AND GOVERNING CODE ADDED. FOOTING F 17 AMMENDED HAIRPINS CORRECTED 10/27/05 O 1I•�; � (T� o 'U� z d w O O oa H l� {yYNS 7 u O PLO U o W PROIECT SHEETM S1 DRAWN BY: V)D, CHeCKBDBY�V IOBgI,By nsEli 0 N 0 9 il N I F5 I F17 I I it S3 11 S3 SEE DRAWING SHEET 51.2 FOR CONTINUATION OF THIS DRAWING 4 I I F16 I I I I F16 I I I I I I F6 I I I I -- -- -- -- -- -- -- -- - - - -- -- -- -- - I -- -- -- - -- -- -- I - - I - - - LCO O�PA I I , I _ I I r I I R — i I I L 5' SLAB W/6XGXCIG WWF ON WELL COMPACTED t TREATED FILL F8A OVER 6 MIL VAPOR BARRIER _ _ _ _ _ _ _ _ _ _ _ F6 F8 _ _ _ F8 _ _ F8 _ F8 (PROVIDE 1/8' X I' DEEP SAW -CUT JOINTS Qa 3a-V MAX IN DOH DIRECTIONS) Ct I C, C, C1 C1 J L J L J L J F18 a,J:I" 51-4 3/4' 22•l r +9� lml 23'A 11Y I I I LL 21'-01? O I 16 I L — — — — I — — — — — — — — — — i I Z I IQ I F1s l i I I I Z 5 01 I I I I L--J ----- - - - - -� I I iu --� c----- ---1 cF 6 _I F6 L -- I I OF8 —I � —— S3 I I F5 F8A I F8 15 m F7 I 7 -- --S4 I 7 I I m S3 L ®I c J F18 I W I I I � F12 I \ F7A F7A F7 i F16 - - r c, � c, 1-1 F4 I I F4 I I F4 I II I Z _I F5 I I F5 �j I I Y I I I I ___�_-----.------_I___ Lu I I i I I I I I uj L L L- - - - - - J F12 L _ - I_ - - J I F11 � F11 F11 I F12 I 04 I N FA — — — — OD Y I I F5 I I -- I -- -- -- I o Z I F5 14 ( I J i S4 I I I = I I I u I I I CQ F5 F10 r- 't F5 F10 r-' - F5 F10 r ' F5 I F4 F7 r I F4 F7 r t O I o G ------------1 i-- ---- ------ -' I - ----- -- ---' L -- - -J T '------------ I ----F4 - - - - - I 31W 2r•21(! I I I I F9 F8A L--------------- _ -------------,--- PART FOUNDATION LA N SCALE: 3/16"=1 -0" m = MATCH LINE 29-01Ir I� Ai (�bi �;Ci 1D ;Ga,f1 REVISIONR 1. 2. 3. /. 5. fi. i. It. 9. to. IL 12. 9/22/05 c� Oo I y a O z o 6 O a Ci s a zz O O A14 w cam] q a O w O w a U PROMM 0:.05-03 SHIM S1.1 DRAWN BY C.CRAVRR CHRCKHD 9Y:V LORRLRY rHrc i rUUNUA I IUN FLAN SCALE: 3/16"=1'-0" 11. 12. 9/22/05 C7 I a Vo N w Q F Pw V J n � 1 1 v Q a o O o A w � � o w � o a w U PROMCP ►05wW SIMEr A S1.2 DRAWN CHECKEDBY.N.) BY: C.CRAVER ERLEY 15EE DRAWING SHEET 51.4 FOR CONTINUATION OF TH15 DRAWING FF EL &4' CF1 F16 5" SLAB W/6X6XCs/6 WWF ON ILL COMPACTED < TREATED PILL I I I it OVER 6 MIL VAPOR BARRIER I I I i (PROVIDE 1/8" X I' DEEP 5AW-ItUT JOINT5 Q 30'-0' MAX IN BOTH DIRECTION5) I I O I I 1 z 1 11 VARIES O I I _5 I L F8_ I �J I — — 10 At — 1 — — — — — `ad I I O 1 I I V-01/2" I I ct� i F 16 I i I — I ( I � i F16 1 15 I I I S4 I I I 1 I I 15 I I S4 LuI F16 1 CR6 II 1 I I F2 F2 F4 — — — — — — — — — — — — — 1 I a I — — — — — I I I I 1 I I I I I I I F4 i I F4 ,1 I � I 1 PART FOU 1 1 I SCALE: 3/16"=1 "-0" I J -- -- -- -- 15'-0" 29'-0' FOR ANCHOR BOLTS SEE "AMERICAN BUILDING COMPANY" DRAWINGS. - ----- ) --- i__ - IDATION PLAN RIP-E-1 MATCH LINE I I I I I I I I I V/ I I I 0 I i i I F4 I I 7 I I I I I I A n 0 I � i a I I I � I I 4 S3 I I I TRENCH DRAIN BY MECHANICAL I I I I 0 . I I I 8" CMU WALL 4'-0" HIGH WM 5048" I i I I � 'v VARIES I 0 I I I � I F1 ---- I F4 F4 r L _ I I rl 0 I I --I 1, —(: L _ J — J W 101-0" 3'-2" 12LO" 2.89 12'-0" 3'-0" I I I I I I I I I I I — i I I , I I � I I N 28'-8' I G-4" I (J ;Ki L; M REVISIONS I. a. 3. 4. 3. 6. T. B. 9. 10. I,. THI5 DRAWING 5UPEP.CEED5 DRAWINGS BEARING AN 155UE DATE PRIOR TO 10/27/05 REFERENCE TO "AMERICAN BUILDING COMPANY" INCLUDED. 10/27/05 o 0 O ZU ¢r w god �+ O� E~ a o U �I ram, a � PROTECT X:03-03 •SHM M S1.3 DRAWN BY: CCRAVER CHECKED BY:V 1.ORRL"ej' PART FOUNDATION PLAN SCALE: 3/16"=V-0" REVISION$ 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 7 z. THIS DRAWING SUPERCEEDS DRAWINGS BEARING AN ISSUE DATE PRIOR TO 10/27/05 REFERENCE TO "AMERICAN BUILDING COMPANY' INCLUDED. HAIRPINS CORRECTED 10/27/05 z o o 'Uz ar�w rt� is ¢a� g04 V . w� O F a � tv' a r � z o � w � o O U PROJECT A05-03 SIA DRAWNBY: C.CRAVER CHECKED BY-V.JOERLEY PART FOUNDATION PLAN SCALE: 3/16"=1'-Om REVISION 1. 3. 4. 5. 6. 7. 9. M 11. 12. 9/22/05 z o O z O Ci O z O Q O PROJECT 0.05.0 SHEETt. SI.6 DRAWN CHECKEDDIVI BY, CCRAVE PURY N 4. ' STEEL COLUMN BY "AMERICAN BUILDING COMPANY" FILLED H- BLOCK W/1#5 CON FOR ANCHOR BOLT SIZE AND LOCATION SEE AMERICAN BUILDING COMPANY DRAWINGS 8" C.M.U. WALL W/#5 @ 48" . 6 6 N WELL COMPACTED 5 SLAB W/6x6x / W,W.F, 0 w AND TREATED FILL ON 6 MIL VAPOR BARRIER w SHE LUG (SEE DET 21) EL 0'-0" GRADE _ 4 ° 4 4 v 08 HAIRPIN X 12'-0" LONG (EA.LEG) ^5 4 ° F4 4 d 4 •° d d 4 4 d d 4 O ° ° 8° v " 8" ° ° 4 ° F1 F2 F3 d 4 4 4 ° ° ° 4 4 ° 4 d d v v a • • CENTERLINE COLUMN & FOOTING 4FORALLiSIMILAR YPICAL SPACING 8 #8 ETAILS, $3 & S4. NO '_ SECT 1-1 C/L COLUMN & FOOTING • • 3/1— 811 GPI V 5" SLAB W/6x6x6/6 W,W,F, ON WELL C AND TREATED FILL ON 6 MIL VAPOR B P, STEEL COLUMN BY "AMERICAN BUILDING COMPANY" FOR ANCHOR BOLT SIZE AND LOCATION SEE AMERICAN BUILDING COMPANY DRAWINGS t5'SLABW/6x6x6/6 W.W.F, ON WELL COMPACTED ATED FILL ON 6 MIL VAPOR BARRIER AR LUG (SEE DET 21) EL 2'-8" a ° 4 7 4 ° o° #8 HAIRPIN X 1 Z-0" LONG (EA.LEG) � v _ F5 ° ° GRADE v a d a 4 a 4 4 d 4 ° 4 ° 4 v 8" 8" v v ° ° ° ° F1A 8d 4 4 o v ° v 4 4 4 ° 4 a v v a CENTERLINE COLUMN & FOOTING 8-08 —� SEE 1/63 FOR DOWEL PLAN SECT 2-2 5" SLAB W/6x6x6/6 W,W.F, ON WELL COMPACTED AND TREATED FILL ON 6 MIL VAPOR BARRIER TYP Cl COLUMN D 3/4"X12"X1 Z' PLATE W/4-3/4" DIA X V STUDS EL 0'-0" OR 2'-&' LANCO SILICONE _ ELASTOMERIC MODIFIED COATING •' d 4 " IN v ° o ° FOOTING (SEE PLAN) 8" C.M.U. WALL W/#5 6 24" FILL ALL CELLS EL -0'-4" I VARIES SECT 5-5 5" SLAB W/6x6x6/6 W.W.F. ON WELL COMPACTED AND TREATED FILL ON 6 MIL VAPOR BARRIER TYP 8" X 8" W/l#5 CONT #5 ®e" 12" ZYP EL 2'-6" #5 II I m 1 ' I 8" C.M.U. WALL W!#5I� 48" to I FILL ALL CELLS EL 0'-0" ' LANCO SILICONE ELASTOMERIC ' \ ELASTOMERIC MODIFIED COATING a I SECT10-10 GIRTS ® 5'-0" WELD 112' X 4" STUDS 0 4'-0" MAX STEEL COLUMN BY "AMERICAN BUILDING COMPANY" POURED BEAM W/1#5 CONT. FOR ANCHOR BOLT SIZE AND LOCATION SEE AMERICAN BUILDING COMPANY DRAWINGS 8"C.M.U.WALL W/M5@48"' 5' SLAB W/6x6x6/6 W.W.F. ON WELL COMPACTED AND TREATED FILL ON 6 MIL VAPOR BARRIER SHEAR LUG (SEE DET 21) EL 0'-0" ° Q - 4 N ° 4 Iq w 4 v #8 HAIRPIN X 12'-0" LONG (EA.LEG) N z 4 ° F4 a 4 .° 4 4 4 ° 4 4 4 d ° v 8" 8" 4 4 4 4 ° ° d ° F12 v o 4 ° 4 ° a 4 i— CENTERLINE COLUMN & FOOTING SEE 1153 FOR DOWEL PLAN SECT 3-3 5' SLAB W/6x6x6/6 W.W,F, ON WELL COMPACTED AND TREATED FILL ON 6 MIL VAPOR BARRIER TYP & EL Z-6" RAMP EL — 8" X B" W/1#5 CONT F9 SECT 6-6 STEEL COLUMN BY "AMERICAN BUILDING COMPANY" FOR ANCHOR BOLT SIZE AND LOCATION SEE AMERICAN BUILDING COMPANY DRAWINGS 5' SLAB W/6x6x6/6 W,W,F. ON WELL COMPACTED AND TREATED FILL ON 6 MIL VAPOR BARRIER -) 4' ja d 4 o ° 4 ° 4 v N ° o GRADE a SECT 11-11 inn LANCO SILICONE ELASTOMERIC MODIFIED COATING GRADE 5' SLAB W/6x6x6/6 W,W,F. ON WELL COMPACTED AND TREATED FILL ON 6 MIL VAPOR BARRIER TYP At\ EL 70 8" X S" W/1#5 CONT 8" C.M.U. WALL WINS 0 48" FILL ALL CELLS SECT 7-7 8" C.M,U. WALL W/05 0 24" FILL ALL CELLS STEEL COLUMN BY "AMERICAN BUILDING COMPANY" FOR ANCHOR BOLT SIZE AND LOCATION SEE AMERICAN BUILDING COMPANY DRAWINGS 5' SLAB W/6x6x6/6 W.W.F. ON WELL COMPACTED AND TREATED FILL ON 6 MIL VAPOR BARRIER -I d Q -4 4 ' 4 v ° ° v ° 4 ° ° ° o d SECT 12-12 FILLED H- BLOCK W/1#5 CONT. 8" C.M.U. WALL W/#5 0 4 I 2#5 CONT #4024" STIRRUPI STEEL COLUMN BY "AMERICAN BUILDING COMPANY" �- FOR ANCHOR BOLT SIZE AND LOCATION SEE AMERICAN BUILDING COMPANY DRAWINGS //�S 18"X3"(MAX) CONT. PIER i b' SLAB W/6x6x6/6 W.W.F. ON WELL COMPACTED AND TREATED FILL ON 6 MIL VAPOR BARRIER F ELEV.VARIES 4 d 4 d a ° 4 F4 4 d • 4 •° 2•-0" SECT 4-4 8" X 8" W/1#5 CONT �MP840pS? 8" 5- SLAB AND TREATED xFILL ON 6 MIL VAPOR BARRIER TYP . S4pPE 30 8" X S" W/l #5 CONT SECT 8-8 SECT 9-9 GIRTS 0 6-4- WELD 1/2' X 4" STUDS 0 4'-0" MAX STEEL COLUMN BY"AMERICAN BUILDING COMPANY" POURED BEAM W/1#5 CONT. FOR ANCHOR BOLT SIZE AND LOCATION SEE AMERICAN BUILDING COMPANY DRAWINGS 8"C.M.U.WALL W/#5048" F5SLAB W/6x6x6/6 W.W.F. ON WELL COMPACTED N AND TREATED FILL ON 6 MIL VAPOR BARRIER- Y URRLL I� Q 05 HAIRPIN X 1Z-0" LONG (EA.LEG) pO 4 a ° 4 ° d 4 4 v o F10 N 4 SECT 13-13 05 HAIRPIN X 17-0" LONG (EA.LEG) 8 E REVISIONS I. 2. 3. 4. 5. 6. 7. a. 9. 10. 1 u. HIS DRAWING SUPERCEEDS DRAWINGS BEARING AN ISSUE DATE PRIOR TO 10/27/05 REFERENCE TO "AMERICAN BUILDING COMPANY" INCLUDED. HAIRPINS CORRECTED WATERPROOFING ADDED DOWEL PLAN ADDED 10/27/05 cn o a un CJU' ga. H Fl o� U 6-4 U F" LLD V1 PROJECT #d5.03 SHEET A S3 DRAWN BY' V.J.O, CHECKED BYS"ERLF.Y COMPACTED APOR BARRIER SECT 14-14 S" C.M.U. WALL W/#5 016" STEEL COLUMN BY "AMERICAN BUILDING COMPANY" FW.W.ANCHOR BOLT SIZE AND LOCATION SEE *Q4+hCErE°E I- h f' DRAWINGS AB1 & AB2 F.FOR W/6x6x6/6 ON WELL COMPACTED ATED FILL ON 6 MIL VAPOR BARRIER -I 4 'p- 4 4 t ° ° /EL GRADE A d . SECT 18-18 CENTERLINE COLOUMN 8 43/4" X 4" NELSON STUDS C12X20.7 Uj jjj 3" 3" ID mlM.0 o BUILDING COLUMN PLAN DETA SECTION IL 21 8" C.M.U. WALL WINS 0 EL Z-S" 5' SLAB W/6x6x6/6 W.W.F. ON WELL COMPA TED AND TREATED FILL ON 6 MIL VAPOR BARRI TY SECT 15-15 W STEEL COLUMN BY "AMERICAN BUILDING COMPANY" 0--- FOR ANCHOR BOLT SIZE AND LOCATION SEE `HERft#=' DRAWINGS ABI & AB2 t5' W/6x6x6/6W.W.F. ON WELL COMPACTED ATED FILL ON 6 MIL VAPOR BARRIERAR LUG (SEE DET 21) EL 0'-0" d d [I 0. ° d d ° 06 HAIRPIN X 12'-0" LONG (EA.LEG) d F4 d d d ° ° ° d d d d ° ° ° d 8" 8° °a.. d d d ° ° d ° ° F12 ° ° d ° ° d �— CENTERLINE COLUMN & FOOTING 8-N8 —� K SEE 1/S3 FOR DOWEL PLAN SECT 16-16 STEEL COLUMN BY "AMMERRIIC.ANNBBUILDING COMPANY" FOR ANCHOR BOLT SIZE AND LOCATION SEE 01E7TthfrE`-DRAWINGS ABI & AB2 5' SLAB W/6x6x6/6 W.W.F. ON WELL COMPACTED pAR AND TREATED FILL ON 6 MIL VAPOR BARRIER LUG (SEE DET 21) Q d 4 d d d d d d d d d4. d NB HAIRPIN X IZ-0" LONG (EA.LEG) d d d ° d ° ° d d d ° ° F13 SECT 19-19 5' SLAB W/6x6x6/6 W.W.F. ON WELL COMPACTED AMn TDr ATrn rT1 I nM G MTI \/AOnO nADDTrD CONSTRUCTION JOINT @ SLAB t 0 SECT 20-20 nC" QOI IPC 1 11 G �O IBC I W m I CONSTRUCTION JOINT @ FOOTING 5' SLAB W/6x6x6/6 W.W.F. ON WELL COMPACTED SECT 17-17 IMERICAN BUILDING COMPANY" ANCHOR BOLT SIZE AND LOCATION HE-RfT'Aft DRAWINGS ABI & AB2 E4 REVIEIM 1. 2. 3. 4. 3. 6. e. 9. 10. I 1-1I5 DRAWING 5UPERCEEDS DRAWINGS BEARING AN 155UE DATE PRIOR TO 10/27/05 REFERENCE TO "AMERICAN BUILDING COMPANY" INCLUDED. HAIRPINS CORRECTED WATERPROOFING ADDED CAST IRON PIPE ADDED 10/27/05 o o A g Ll r� O� H p M • � q a Wp� LL4 A4 U FI Hw PROJECT M05-03 SHEET M S4 DRAWN BY' V.JO, CHECKED BYXIGERLEY N a s 3" SLAB W/6X6XB/8 WWF Z'-I 1"JVI51 MICN51UN Al GKID"05" SECT 26-26 __.-- C/L BEAM 6' METAL STUD WALL 4" (7 1/4' FINISHED WALL) 1/4' X 4 1/2' CONT, PLATE W/ 1/2' X 3" STUDS @ 36' MAX 3" SLAB W/6X6X8/8 WWF 4. F MARLYN TYPE '1.5CF' 22 GA. DECKING WELD TO JOIST @ 24' C.C. MARLYN TYPE "1.5CF' 22 GA. DECKING WELD TO JOIST @ 24' C.C. 1BK3 JOISTS @24" C.C. W/2 ROWS OF BRIDGING SECT 29-29 2'-7 1/2' SEE GLOBAL FIN15MING SOLUTIONS SHOP DRAWING5 FOR TOLERANCES AND EDGE ANGLE DETAILS. SECT 32-32 - 18K3 JOISTS @24' C.C. W/2 ROWS OF BRIDGING l 12" 0/C 12" O/C 2" O/C EW LANCO SILICONE ELASTOMERIC MODIFIED COATING N N 1/4' X 4 1/2' CONT, PLATE W/ 1/2' X 3' STUDS @ 36' MAX �— METAL STUD WALL MARLYN TYPE '1.5CF' 22 GA. DECKING WELD TO JOIST @ 24' C.C. 3' SLAB W/6X6XB/8 WWF —� BRIDGING \-1BK3 JOISTS 224' C.C. W/2 ROWS OF BRIDGING \—I'XB'XIO' PLATE W/2-3R4' DIA 3N16' WELD ALL AROUNJ BOLTS Cl COLUMN SECT 33-33 SECT 27-27 SECT30-30 W/2 ROWS OF BRIDGING $5 STARTER BARS Q 24' O/C. C.M.U. SHAFT WALL.T lD II li II II I. II II II �� II G' WATER STOP I N5 BAR5 VERT. I Q 12" O/C. 3#16' W SECT 28-28 MARLYN TYPE '1.5CF' 22 GA. ➢ECKING WELD TO JOIST @ 24' C.C. ITr 1/g• 2 3' SLAB W/6X6X8/8 WWF EL U 4 p. • O O g2 0 0 81 STD CONN. EL 11'51/4' i8K3 JOISTS 224' C,C. W/2 ROWS OF BRIDGING SECT 31-31 'a • LANCO SILICONE ELASTOMERIC MODIFIED COATING _y `1 M4 BARS HOR. e Q 12' O/C. i G' WATER5TOP ' 8" CONCRETE I I e G' WATER STOP I , i I ..I•a•.i. "'00. 4; m• SUMP PIT • ..�t . °„ HYDRAULIC PWNGER PLUG ° `' „ °, W/ WATER5TOP #5 BARS EACH WAY Q 12" O/C. — SECT 34-34 ENTRY ARCH DETAIL EL 30'-0" EL 17'-W BEVISIONE I. a. 3. 4. 5. 6. 7. e. 9. 10. 11. I M15 DRAWING 5UPERCEED ORAW(NG5 BEARING AN 15SUE DATE PRIOR TO 10/27/05 WATERPROOFING ADDED 10/27/OS z sI ¢Tgw Fii � O o r F a ci ILI, o� 0 P6 I� l� PROJECT 105-00 SHEET ih ss DRAWN BY: V.1.6, CHECKED BY•V 1 OERLEY 5ET a a a r �i 0-5cale: 51TE PLAN - PLUMBING I I' = 40 ft 4 ♦ 24 J TRENCH DRAIN I' WATER TO CAR WASH TRENCH DRAIN ` I UNDERGROUND 1*--01— z I I TOCAP WASH - 4 4•1 5 I4- 1 4' I ._i. .— 4 6' .�..�To"' �. �..�.. G' 4 .i ..��.. �,• s ,�_ I 4'I Tree wMemD I BIB z z �ePUM51raG � 1 wsaeati. SIR MI.. ; S MTMI.S UT M1.7 :•,�... F.D. 13' P z i i4 1SHMPMIA • 4 .J.� �..�. 4' G.O. .�..�. �.. .� sec PLLMBIN6 1 RIXRDIA.. SHeer M I.6 0 a MOM aB , 5 OCP 18'32' E (I 2C RW) (G5' PAVED) r a a r GG2.30 dim v UFT 5TATION A55EMBLY SEE M 1.2 FOR SCHEMATICS r ON N • GREASE/OIL INTERCEPTOR SEE M 1.2 FOR SCHEMATIC •� MAINTAIN MIN., 18' VERT., SEPARATION WATER ABOVE 5EWER, MAINTAIN 10' 0' 5EPARATION 5EWER AND WATER L 2- DOMESTIC WATER METERED J G' 5PRINKLER WATER 2' CONC. PIPE \ II 5ET FD. 4Y4' C.M. NEW FORCE MAIN Drove V V OF SECTION I LMG-40 REVISIONS 1. 2. 2. 4. 5. 6. ]12. 9/22/05 U` U �Pr� 6 �n Q4 r� A rY•. 0 60C Oa a � NF C4 �z F'•1 i a W W V U PROTECT fi05-03 SHM P. MIA DRAWN CHECKED BY, D MOL BY• P.W. FD. 1/2' I.R. 0.57' 5. 4 0.22' W. 5Ei 662.30' PD. 5/8' 1.R. F MEF _T U f Ht __U 11=J I I T I H JIT ITT J E3S MH=30 3 P = MH MH �V Pa Q 141, 30 MH=l6 N F(q CD p N CD L H=16 IRED 0 MH-30 WL MH=16 p ast =30 WL MH=16 4H=16 J E3S _ MH=30 N 3 SETS OF (4) 350 AICM 4 (1) M G W (3) - 9' CCfID1AT - TO PANEL Cl MAIN PSGCNNCGT N H (4) 350 MCM A (1) St, G T' PANEL A M =3 IN 3' CONDUIT -TO PANEL 5 120D AM' TRNt91'Cq.IQ( PANEL B (4) SOD MCM 4 (I) 3N G IN 31r2'CONDUIT PANCLC311 PANCLCI EK PANfL C2 3• CONOR FCR TC1fPMCNC w W w2w pw MH=1 K a .RED 3 E3S H H= MH=30 Hi L a H=16 WL I MH=I $ 4HL r f � WW E 021 D �E t$ED U =30 Hl =30 -30 M 0 30 W rV ED lu a MH=30 Q� 4 U, N Q �! V q. v Z d 12 � J4)7 3 Cis y, 6- & 2EF I Oil (7� f MH=20 asc Is'MH= MH=30 (x'4 [a�EO A� a$ED ED FENCE Dnte+5/23/2005 Lunlnalre Schedule Project, All Projects Symbol Oty Label Arrangement Wnms LLF OescrlOtlon 5 WL SINGLE 20500 0.800 GAROCO 14 t-VT-250MS V INTERNAL LOU 7 EF SINGLE 00000 0800 EMCO EC FH WOW MH 21 2EF TWIN 110000 0.800 EMCO 2EC FH 1000W MH 21 2EO BACK -BACK 110000 0.800 EMCO 2 EC OV AM MH 4 E3S SINGLE 110000 0.800 EMCO EC 3V t000W MH MTO Q 30' V/HSS Numeric Sunnary Project, All Projects Label CalcType UHt4 Avp I Mas I Mln Avp/Mn Mas/Min LOT II1uMnance Fo 14.85 1 87.8 11.3 11.42 6754 MIA -In U_ w z U Z Fitennne: fpdodge.n32 O ELA9 0 art p � J4 km,=L5 11H=2 IF =20 MH=2 =2 MH=2 70 HI=3D OUTLET ON 2 W.P. a f F* 421.L LIGHT POLE UOGHTT POLE 9 MMf 20 front lines W2E 40' Illuminance Vntues(Fc) ell i n Average =46,46 Maximum =87.6 2EF 2EF 2EF W2EF . 2EF Fi3rl20 =ab7 =20.O 2EF20 2EF20 MH`20 2EF20 UO2EF20Ftli02EF20Min{mum =14.6 Avg/Min Ratlo=3.18 SET C. PIPE Mmox/Min Ratio=6,01 S 00018'32" E ri a n .( a ri ei rr rr m ri n m n N 7 I , I Scale: 1 " = 30 ft GRA55 DRIVE Y W H=2 =2 A] REVISIONS 3. 4. 7. 6. 7. IL 9. 10. 11. IZ 9/23/05 z o �tl ® 0z � 1` a R vo 63e Oa F Ci a CCU Hh�a r� 4G F+ III mil✓ a Vl W pel" a PROIP.CT kO3d3 SMST 6 E l . . DRAWN BY:g.MQL. --- CHECKEDBY- P.W. i L 0 T 255 WHITE CITY SID P. B. 1, PG. 23 UNPLA TTED UNPLA TTED —x UNPLA TTED UNPLA TTED x '-- 'cnav tj D C E9WEDI DEC 5 2005 SURE= NOTES: AaDA [ WCK IC Yrs A SrA.DA4O YAJbTA OF A III• A4b. RW A4 A CAP YAEQD 0 97W AS ALL CUR M ,ACM OD"GrW AD.*= YWt11 sw coo," b 9.0w AS - • 410 r v S Art a 5-3-04 d KA*ft= khaff B[Y.'. 44 %N M'S +, TM (/A L" Or OCR Ri CGr ALAI (R) . RAQW R'Y O . •ATOP Y[T4 (.) • "CW TO 0 P,A[R A.1[ am Ot GF Ku [G"P,R"", .: SAATFIVT C:SM 1PC. . AMR Rof t W I . Cn TA R C . POW Cr CN4VA n.R[ - t[,.'GM P r . PoWr a TAhXr Cr Y . 4.A'44 PLC • Fcwr cr RMRY C,APVARA[ W/1 - hAA At OSC/rAr ,.CC . PON7 or 00it10 CVPYA nw R/• �r-y-„AI VtVp . A[RYAM`7Ar C00KOL PyRf �, n[GmA: mA,SI'QIY[R D'/[. . wr,Aa a/G4 vrurr [Asrrn.r f/9 . [KY V PA,Syp.'I A4rk L KU Oars W r R/ARANRr 'x ASSJu[ •A,'r "Awrr nN ARr [A boll-Or-OX STIVAM KSMVAnOK RrS/RCr4V .O4 Ck 92 r6 S1*Wr a �A:OCDro.f�r K747T 0' �MAOf nRr AND Au WrTRS Or RR! PriAAD Mr ArffAPW TO uAriCIY.[l n*T s;Anrr Is nor V" wo"r w 91>" &W AM w OPet "mo wr or A noRcA IrC two Su•.Rra AAD uA " 4^SOC4X4 AR[A.( KxA•Di AAO Ll"RO LW MOWS, s ANT w.r kOr wk,GG JM OWN n.AY SnC� nts AA Kr As rW Iw Us( or Mr PAR mS SP[CYMA"I C[R wo re KKCAC AID NO OIKRj KrOW DAt IASr Kif= VAT ACCDRCAW 10 PAr rrDU OACR6Vvcr A AGn4kI ASS=A r" (rrVAi nOW &SL"%a RA)r 4406 RAS AR4rYfn ICS W nOW ICAE ' 1- ca"r n AA`(i IjTITc-t7ROr DAIU r-IP-PI AA Sr n[VA"_r A -_ LEGAL DESCRIPTION THE NE 114 OF THE NE 114 OF THE SW 114 OF SECTION 1Q TOWNSH!P 36 SOUTH. RANGE 40 EAST, EXCEPTIIJG THEREFROM ALL RIGHTS- OF-WA'Y FOR BOUNDARY SURVEY DRAINAGE AND PUBLIC ROADS CERTIFIED TO:, REwS10Ns NCL'•PROPERTIES, LLC SURVEYOR'S: CER.77FICA.TE 1-1XN E. BECK. INC. I.Ii£REBY;Cp.W,TO NE BEST. Of MY BELIEF THAZ THIS SURVEY IS 1RUE AND`ACC.URATF, .'AND THIS .:: PROFrSVONAL LAW .SUR1�EYORS Wp0'MEETS ` TH£ MINIMUM .7ECHN/CAL . STANDARDS ., 808: SW. BA M. CQRE BL W. 'fOR-SURVEYING A5PER=CHAPT£R.61GQ7, 6 pr 73IE 40QRT ST' CUGE, fLQRIDA. 34983 FA.0,- SUB.,FCT TQ XV40TES,_AND.NOrATIONS f = _(772)., 340�14M ' . LB 6790 piFN HEBEOAC .sf` 4b oG A3-0N 1' m 40 JpB Np 04-9573 %t�tfN.F;=@fEK,_SAF: / 3k9D_ i;�` T"—'T'DeTE i.9 ; sL—Ts..� I •PACE 61—EJ. 66 n IV I - S GRAPHIC SCALE IN _ L. _ E ( IN FEET ) 1 inch 50 It CERTIFIED TO: Mt "r PROPER'IES. LC-, DESCRIPTION THE VE 1/4 OF THE. NE 1,/4 OF IIAE SW 1/ 0, Sf ;TION D 10i'd";i:u 56 SOUTH, RANGE 40 EAST, EXCEPTING THEREFFRh+ AL.. Fr HI' Or--rr •1 r' FCR DRAINAGE .AND PUBLIC ROADS SAID LAtID COVAINS 945 ACRES, MORE OR LESS. SURVEY NOTES r 1. This survey is no', vol c 'Without a signature o,,d c•rigir.ol errrxossed sec o' c ' or I: r Professional t-and Surveyor. 2. Description provided by cliert anc/or their agent 3. The lost date of field work was Augus•. 30, 2204 (3ont4 (, "4." 14 4. Underground improvemerts and foundations were ro; Inc e! M: p,ut „t tl:; 5. Property lies in flood zone X, per Food Map 12111C(,'3C E', ao(ed 8.�19,'91. 6. All bo(ndary informat`on shorn is bosec on survey Lp Ai en S', Becl b;., rc .c #04-957,5, 7, Ail ele•,otions are based on (WY 403) benchmar,, ale ahu'i o• 15 ,1 > I,NO 0 g7lj I y Aal�:v RICH ARC C. LAVEN RIRE FLOROA PROFESSIONAL LAND SURVEYOR � r2'.'9 1� .1i.. T d l'J . II _..... .7 `0 u c r J c„I J ^ I, E�Ev.. n I 4` t I J I i I I � I I ' 11 l_ �c) r is ^<,. + y . •.i I >< i I i i I I rj I 0 ' r~ J y Ii Z J) C_'� I 1 I:. W LEGEND e - II I'i0,, R1::'`, .. _ 3 P. I• '1C ek , A.: , F i-,_ - ', 0�1 L Pl14EI7 & ,. tG" Ff + -F IVISi-,ED ., t:f',R =Li '4'A -,UN L ,. T c1aL( '.SF(eE - S•'�( .. 4 �,� `4 fit).... 0141J E 'E!TIL TE , =�r,L; Sc 1 ,E .; P .. I N ii_R. VE I d .... ,r:I-� 1.3U:: WI :'.:; u119 •- ;.)!-r „ Al RE RI r•T i)t .: U LT' - — JRc N.:Cf is =�h:'.''i �•, +< -- .rN af�. f 1, "Iv';OL� M PI.E a d..,'. •EC:HI ` T'R,A,, D:,TU\; (,929) l- 1 1 W 1 '4 n � - .4 ti t'r9. ^I F` rl r i; I>�I:�°V���1_°Lij����''� '_' I OF( _.._ _ i 1.J �,A�_i�'l ---------- ---- ----- --- — _ _ ..-------- , F'R(�FE SSIC'NAL. AND MAPPING E CIVIL EI',!GNEEE'ING XI )IRMIdEiKDN ' ----- Ili - -- ._ - _ 1.__ _ N E S GRAPHIC SCALE ( IN FEET ) i inch = 50 ft. CERTIFIED TO: MLF PROPERTIES, LLC DESCRIPTION THE NE 1/4 OF THE NE 1/4 OF THE SW 1/4 OF SECTION 10, TOWNSHIP 36 SOUTH, RANGE 40 EAST, EXCEPTING THEREFROM ALL RIGHT—CF—WAY FOR DRAINAGE AND PUBLIC ROADS. SAID LAND CONTAINS 9,45 ACRES, MORE OR LESS. SURVEY NOTES 1. This survey is not valid without a signature and original embossed seal of a Florida Professional Land Surveyor. 2. Description provided by client and/or their agent. 3. The lost date of field work was September 28, 2004(Book 04.107/47). 4. Underground Improvements and foundations were not located as part of this survey. 5. Property lies in flood zone X, per Flood Mop 12111CO280 F, dated 8/19/91. 6. All boundary information shown Is based on survey by Allen E. Beck, Inc., project #04-9573. C. (CHARD C. LAVENTURE LORIDA PROFESSIONAL LAND SURVEYOR # 5209 !0 6 �O DATE N89052'25"E 621.62' TREE SURVEY �� PREPARED FOR �r /r MI PROPER 1 rES, LLC L1J rq 00 T— o 0 / V 1 Q Ln co CD J IZ T— O �- X CD N-0 —REVISIONS — BY DATE .......... ....... ^................................................................ ................... ..................................................................................................... BY DATE FIELD M.H. 9/28/04 CALCS. . ..................... ftCL 9/28/04 . DRAWN .................I.... JPH 10/4/04 ... CHECKED RCL 10/4 04 FILE REF_ FIELD BK�PG 04.048 04.107-47 LEGEND L = CURVE CENTRAL ANGLE R = CURVE RADIUS L = CURVE LENGTH Elev = ELEVATION (C) = CALCULATED (P) = PLAT FIND = FOUND OO = BELLSOUTH PEDESTAL TOB = TOP OF BANK IR = 5/8" IRON ROD N&D = NAIL AND DISK P.L.S. = PROFESSIONAL LAND SURVEYOR LB = LICENSED BUSINESS P.B. = PLAT BOOK R/W = RIGHT—OF—WAY U.E. = UTILITY EASEMENT D.E. = DRAINAGE EASEMENT IP = IRON PIPE O = FND #5 IR & CAP LB2391 ® = ELECTRICAL BOX R.A.E.= RIVER ACCESS EASEMENT 0--0= 5' TALL CONCRETE SIGN ® = PROJECT BENCHMARK = OAK TREE =HARDWOOD CONC = CONCRETE ® = CURB INLET = AREA LIGHT IR&C = 5/8" IRON ROD & CAP C.M. = CONCRETE MONUMENT F.P.L. = FLORIDA POWER & LIGHT FFE =FINISHED FLOOR ELEVATION LS.E. = LIFT STATION EASEMENT LME = LAKE MANAGEMENT EASEMENT = POWER POLE CHU = OVERHEAD UTILITIES = CENTERLINE ORB = OFFICIAL RECORD BOOK PG = PAGE = CABLE BOX ® = DRAINAGE MANHOLE Qs = SANITARY MANHOLE WY = WATER VALVE ®= CATCH BASIN = GROUND LIGHT = FLAG POLE l� = GUY ANCHOR NGVD = NATIONAL GEODETIC VERTICAL DATUM (1929) DEC 5 2005 ANDERSON-MOORE CONSTRUCTION N LAVENTURE & ASSOCIATES, INC. PROFESSIONAL SURVEYING AND MAPPING W- E CIVIL ENGINEERING COORDINATION 1840 SE PORT ST. LUCIE BLVD. j PORT ST. LUCIE, FLORIDA 34952 LB'056 (772) 398-6430 Phone (772) 398-6426 Fox DATE: 10 4 04 HORIZ. VERT. SCALE: 1'=50' SCALE: N/A JOB No.04.0489 SHEET 1 OF 1 u• I Zoning CG Land Use COM 20 Yard Body Shop 8' Opaque Wall Zoning RS-2 Land Use RU +W .> .t A, Business Link Sign 20' Ht Charlie's Dodge Sign 3U Ht Advantage Cars Sign 25' Ht Display Area 4'Hx8'W, 32sf Display Area 15 HX10W, 150sf Display Area 6'Nx6'W and 9'x10' I I 1(i� III I I I I I I Irfi,� Deceleration Lane Zoning CG Land Use COM Building Tabulations Main Building 1st Level 23,858 sq. ft. 2nd Level 13,025 sq. ft. ., Service Bays 17,259 sq. ft, Body Shop 16,085 sq. ft. Drive Through 3,954 sq. ft TC I ' Car Wash 1,500 sq. ft Notes: Total Buildings on Site 74,181 sq. ft. N Construction will begin once permit is issued Max Height 32.0' and completed within 6 months. F.F.E. 1T A St. Lucie County Stormwater Permit is required Type of Construction Type IVNC for the this project per Section 7.07.04 of the SLC Land Development Code. Zoning CG Land Use C®M Landscape areas will receive 10096 irrigation coverage. Front Setback 25' Rear Setback 20' Non -Cypress mulch will be used. Side Setback 10' Parking Required 370 5 spaces per 1000 sf Zoning CG Land Use COM Parking Provided 468 Vehicular Use Area 237,550 sq, ft. Mitiaa tion Da ta: Total Caliper Inches Removed: Total Mitigation Required.- (162 x 2) Total Caliper Inches Preserved.' Credits for Trees Preserved- (358 x 2)— Additional Mitigation required. (716 - 324) 162 inches 324 inches 358 inches 716 inches 0 inches LandscapeLegend: Perimeter Trees: 20 Live Oak, 12' Ht, 25' Cal • 20 Laurel Oak, 12' HL 2V Cal } 22 Slash Pine,12' Ht, 2.5' Cal 18 Magnolia,12 Ht, 2F Cal. Interior Trees: •- 30 East Palatka Holly,l2' Ht, 25' Cal. 32 Tree LlgusWiM 12' Ht, Multi -Trunk 11 Buttmurcod, 12' Ht, 2.5' Cal 27 Palm Trees Sabal Palm, UY CT 1682 Hedge: Vibmnurn obovatiM 3 Gal, 24, Ht vbumum suspemin, 3 Gal, 24' Ht Orange Jasmine, 3 Gal, 24' Ht Vehicular Use Area along Property Lutes 1631 Linear Feet along Property Line 1631 x 10 = 16,310 sq ft required Landscape Area 1631 / 30 = 54 Trees Required Vehicular Use Area along Right of Way 568 Linear Feet along Right of Way 568 x 15 = 8520 sq ft required Landscape Area 568 / 30 = 19 Trees Required Interim Vehicular Use Area 237,550 sq ft total vehicular Use Area 2375W / 18 = 13,197 s4 ft required Landscape Area 13,197 / 180 = 73 Trees Required Total Landscape Area Required = 38,027 sq ft Total Trees Required = 146 Trees Provided = 153 Canopy Trees Applicant MLF Properties LI-C. 4815 S. Federal Highway Fort Pierce, FL 34982 Landscape Architect Greg Boggs, FLA Survoyor. 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LL7 DelcryltL 3 VL SINGLE 2050D De00 GAJtDM 141-WT-ZUMS V-INTCBNAL LDtA 7 Er SINGLE 110000 Quo CNCO Cc rH WOW M 21 2Er TVIN 110000 Quo CMcO 2Ec CH IO=OV M 21 2EO 6ACX•9AEe 110000 080D CICO 2 Cc QV I000V 19l LH S CIS SUCLC 1101ow QeOD C3C0 CC 7V IOOOY IH MiD 8 ]0' VMT N ric Sr ry P19J•ct• All Projects L•M c9lcrrw w1 A,p LOr IIIWnrc• rc Ides 878 k] 11.12 Filename, Fpdodge.632 front lines Illuminance Volues(Fc) Average =46.46 Maximum =87.8 Minimum =14.6 Avg/Min Ratlo=3.18 Max/Min Ratlo=6.01 :8 n IE G IE 0 V lS n lll�JJll^IIIjUUUIII DEC 5 2005 �ILLL�I�JJI/�I RNDERSON-MOORE CONSTRUCTION - REMWO 2. ]. e. 6. 7. e. e. 10. ,1. CERTIFICATE OF AUnI0RIZATION r U U O h^ N 1F h 12 I �LLJ V Q I� OO L LU Q) J ^^// lLl w � _ U0 U PROJECT /.a1R1 SHEET k L• I DRAWN g¢CKED BY MSL HY' `� FABRICATION AGREEMENT ASES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED „e legal description of the property where the trusses will be installed is - 1A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. SPACING NOTE ALL TRUSSES ARE TO BE SET AT 2'-0: ON CENTER EXCEPT AS NOTED ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. A. M DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less A 30' to 60' Span Aj 0 degrees Sprea er Bar or less 0 1 /2 —► Line span approx. Truss must be set this way if crane used. Truss Is as example, your trues may not match. isist crane operator sets truss this way. frog , Approx 2/3 to m Line 1/2 of Span REFER TO BCSI iss must be set this way if crane used. This Is an example, truss may not match. Insist crane operator sets truss this way. All load bearing Walls, headers, beams & lintels must be in place at indicated height before trusses are installed. A A I R 1---I A N C I— IE= FR II O "T I= UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. For Truss to Truss Connections see hanger/connector schedule in engineeing package. U REPRESENTS / Carrying Girder as tabs c rails. PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 14' TYPICAL. END DETAIL INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 14'-0 ABOVE ]FINISHED FLOOR Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers M u> m m ca Q m Q M Q Q Q h: Q < Q m Q Q Q (7 J1J3J5 X7J F EL g J7 J7 J7 J7 rn j p Z V J7 . J7 :;tU elf Q W J7 J7 0 0 J J7 J7 a a N N J7 J7 J7 J7 J7 J7 J7 J7 J5 J5 J3 J3 J1 i J1 I I& The undersigned acknowledges and agrees: -- 1. Trusses will be made in strict accordance with this layout, which is the sole authority for determining successful fabrication of the trusses. 2. All dimensions in this layout have been verified by the undersigned. 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the undersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Truss shall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option. 4. The undersigned acknowledges receipt of "BCSI 1-03" summary sheet by TPI & WTCA. 5. Delivery is to job site. It is the buyer's responsibility to make the job site suitable for delivery. Chambers Truss has the sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will be responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss has to redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is responsible to Chambers Truss for towing costs due to site conditions. B. Price as shown in paragraph 7 below is subject to change if any changes are made in this layout. A $50 per hour fee for revisions may be charged by Chambers Truss. 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price. Invoice will be made on delivery and paid within terms cf net on delivery. Invoice may be made at scheduled date of delivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss reasonable attorney's fee for collections in event of payment not timely made. 1-1/2 % per month service charge will be added for all sums not paid within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein. 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees payment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the undersigned agrees to pay such indebtedness including attorneys fees, if default in payment for material he made by the recipient. 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to herein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida. 11. Design responsibilities are per ""National Standard And Recommended Guidelines On Responsibilities For Construction Using Metal Plate Connected `hood Trusses 4NSI/TPI/WTCA 4 - 2002 DATED SIGN FOR TITLE A spreader bar may be required per "BCSI 1-03" to prevent injury & damage. Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result in roof collapse. Temporary and permanent bracing i;.re required and can save life and property and is the responsibility of the truss erector. Study the contents of the information packet included on delivery before setting trusses. Trusses must be set and braced per design to prevent injury & damage. Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this can cause collapse. DO NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS IN orAwAVA Abbb., 3105 Oleander Avenue Fort Pierce, Florida 34982-6423 800-551-5932 Fort Pierce 772-465-2012 Fax 772-465-8711 Vero Beach 772-569-2012 Stuart 772-286-3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL.@CHAMBERSTRUSS.COM H TOCNORMMO"MT.00C OMM y.S 81.4/90.4 MITEK 4.2 _ DESIGNCRITERIA PER CODE SUCH As R(l. R'AltridcIREDUBLE County SAINT LUCIE Building Department FORT PIERCE Wind Design Criteria ASCE 7-2002 Wind Design Method Main Windt Force Resisting Roofing Material 5 V CRIMP METAL Loading in PSF Roof R.D.L. Top Chord Live 20 Top Chord Dead 7 4.2 Bottom Chord Live 0 Bottom Chord Dead 10 3 TOTAL Load 37 7.2 Duration Factor 1.25 Wind Speed 140mph Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. Highest Mean Height 15'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category B:URBAN/SUBURBAN Barrier Island No Conforms to Florida Building Code 2004 Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record. Chambers Truss Inc. Drawing Name: 66005 Scale: 1/4 = 1' 67 total trusses, 10 different trusses. MI 4: DHC ACAD: DHC Reviewed By: Date: 02/25/06 FOR ANDERSON - MOORE DESCRIPTION: CHARLIE'S DODGE CAR WASH PAGE 1 of 1 0 10 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT 66005