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HomeMy WebLinkAboutMiller Suzuki 47379-47380 4405 S US 1WRORTAWMA April 13, 1988 Mr. John M. Foster 927 Jensen Beach Boulevard Jensen Beach, Florida 34957 Subject: Miller Suzuki Dear Mr. Foster: ]SIMON[*] I have recently been informed of a change in the boundary description for the property on which the new Miller Suzuki motor vehicle sales center is to be constructed. It appears that both the north and south property lines have been shortened from what is indicated on the development plans. This reduction in lot depth appears to impact on your rear building setbacks. Please review this matter with your client and make the appropriate adjustments to your development plans. Please note that by copy of this letter I am directing that no permits be issued for this development project until this setback question is addressed. Once the appropriate adjustment is mad plans, please submit eight (8) copies of the 'this office. Please be sure to include Adjustment Application form,and application have any questions, please let me know. S'nc ely is,J. Planning DJM/meg SUZUKII(B26) cc: County Attorney Zoning Administrator e to the development revised site plan to the enclosed Minor fee of $150. If you HAVEAr L FR Distract No. 1. • IUDY CULPEPPER Disrrict No 2 JACK KRIEGER, Disrrict No J • R. DALE rREFELNER Diirrict No. 4 • JIM MINIX Distncr No. 5 CounrK-Adminisrroror - WELDON D LEWI5 2300 Vlrginio Avenue • Forr'Pierce, FL 34982 5652 • Phone (407) 466-1100 Director Ext. 398 0 Building: Exr 344 0 Planning .Ext, 316 *Zoning: Ext. 344 0 Code Enforcement: Ext. 294 p4 STATE OF FLORIDA DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES ONSITE SEWAGE DISPOSAL SYSTEM CONSTRUCTION AND INSTALLATION PL, Authority: Chapter 381, FS Applicant B i I a' p .°Li r t j i Permit Number ---------------PART 1 - SYSTEM CONSTRUCTION SPECIFICATIONS AND CONSTRUCTION APPROVALL-------------- Treatment Tank Minimum Draintrench OR Minimum Absorption Size Bed Size Septic tank orJ( , Grease r' ij aerobic unit lions interceptor gallons Square Feet / Square Feet Septic tank or y�' i I aerobic unit gallons Dosing tank / ciallons Square Feet Square Feet Graywater tank gallons �J 75'}_r. d ^ — j Square Feet Square Feet Laundry an; waste tank gallons Square Feet Square Feet Other Requirements (a) Installation must be in accord with requirements of chapter 1 OD-6, FAC. (b) A system construction permit is valid for a period of one calendar year from date of issue (c) Final installation inspecfirppn and approval is required before the sytstem is covered. (d) Invert of stub -out for (10:0 Ot I t (to to be h^F U P' to I t t) benchmark. Invert of stub -out for to be benchmark. Invert of stub -out for to be benchmark. Invert of stub -out for tobe` benchmark. (e) Fill quality and quantity: (f) Other: System design and specifications by: Construction authorized by: _ my Public Health Unit Title Date Note: Comple°ed copie"f this form will be provided to the applicant, installer and the building department. AUDIT CONTRX NO. HRS-H Form 4016, Feb &tObsoletes previous editions which may not be used) (Stock Number. 6744-0014016.0) Architect, P.R. September 27, 1988 R,wy . LucieCounty Building Department tn: Chief Building Official 00 Virginia Avenue Fort Pierce, FL 34982 927 N.E. Jensen Beach Boulevard Jensen Beach, Florida 34957 (407)334-3388 878-5111 Member American Institute of Architects Avanti Construction is authorized to use the plans and specifications prepared by this office for the "Diller Suzuki Auto Dealership", our project number 25-87, dated 10-1=87 with revisions as required, to A.. complete construction of this project. If you have any questions regarding this matter, please contact me at your convenience „, JOHN f9;>FOSTER, ARCHITECT, P ��:John D. Foster, A.I.A. � JDF ce s r1xc; Avanti Construction �.._ _. The Seawind Group_ Inc. CONSTRUCTION • DEVELOPMENT • PROJECT MANAGEMENT September 26, 1988 Building Dept. of St. Lucie County- 2300 Virginia Ave Suite 201 Ft. Pierce, Fl RE: Building Permit # 46418 / 4405 S. us #1 Ft. Pierce, Fl -- Dear Sir, Please be advised that the Company known as The Seawind Group, Inc. is no longer the General Contractor for the building project identified as Miller Suzuki Auto Dealership in Ft. Pierce, F1. The property tax ID number is 2434-341-0001-0004 and the owner of the project is Dr. Arthur Miller. /ff Debbie E. aco Date _ President f_ -Ndtary-Publ c i Date --PUBLIC STATE OF FLORIDA - NY..CONNISSION EXP JULY 28,1191- - BONDED THRU GENERAL INS. UND. I;: 10 CENTRAL PARKWAY, SU 312, STUART, FLORIDA 34994 - (407) 2i6;8-1770 J -� BUILDING PLAN CHECK ST. ~LUCIE COUNTY- FORT PIERCE FIRE PREVENTION BUREAU FORT PIERCE, FLORIDA TELEPHONE 465-6655 County PLAN NUMBER #1656 DATE RECEIVED_5-4=88_ The Seawind Group CONTRACTOR: PHONE NUMBER:._ _.. ARCHITECT: John M Poster _-_ _ - PHONE NUMBER:--__--__-----_ OWNER: MILLER SUZUKI CAR DpIALERSHIP LOCATION: 4405 south u. S. TYPE OF OCCUPANCY: Mixed: Business/Storage TYPE OF CONSTRUCTION: _ _ Tv SIZE OF BUILDING: 13,595 sq. ft. _NUMBER OF FLOORS:_- REQUIREMENTS: a-' 1. Business section: 2A-10BC rated fir 'extin travel distance. Service area: Minimum 4A-40BC ever 0' of travel distance. 2. if canopy is of combustible material'1it shall have a fire ratin . 3. Recommend emergency lighting in sere" a area. 4. ACHU shall comT)lv with 512 of Standar Mechanical Code. Also 515 of Standard Mechanical Code. - r I I CONTRACTORS RESPONSIBILITY 24 HOUR NOTICE REQUIRED M EWE'6.1 Y: : ` I Sr ... TO NOTIFY BUREAU ON ALL INSPECTIONS ON ALL INSPECTIONS i DATF John m. r )Stec Jensen Bead lorida 34957 Architect, P.R. (407) 334-3388 878-5111 Member American Institute of Architects BY • " • OATE/�L-reY SMELT _ OF PROJECT IL- L- SUBJECT G Q ✓ LOG /L r �T �"L �j 1; A 1- To C�2GIL o'fX CZ) b L- G> bLa�G/G w� Gon/7' b E q rvi A LL CC-L L.;--I Lt_e.p pfF{v.7 iMq � . �C'�t�clD V'>Pt ® ,A1L. ® P PI GES P41tt% qTF Aa;�.... kafJOB RE MADE i �0 5ea2.ltG� ". i•S. j 'Y v cfor g �C:;7erje ry j ✓lssoclales MILLER SUZUKI BEAM/LINTEL SCHEDULE WINDOWS USED CAR BUILDINGS DESCRIPTION ROUGH OPENING ------------------ ----------------- SIDE WINDOWS 310"Hx3'O"W EA MAIN BUILDING ---------------------- ------------ -- X/( 754 ,7.men_Me n.r ,7een;7eacA, BEAM/LINTEL ------------------------ 8"X8"XL PRECAST LINTEL W/(4) #4 CONT. J49J7 TYPE B B'O"HxB'2"W B"XB"XL PRECAST LINTEL W/(4) #4 CONT. TYPE E j/8T2"HX8'O"W 8"X8"XL PRECAST LINTEL - Y W/(4) #4 CONT. TYPE F <8121%21101--) 8"X24"XL CONC. BEAM W/(2) #6 _ I , r T&B & #3 TIES @ 12"o.c. TYPE G 3'0"Hx3'0"W B"XB"XL PRECAST LINTEL W/(4) #4 CONT. TYPE H 3'0"Hx5'0"W 8"XB"XL PRECAST LINTEL W/(4) #4 CONT. i TYPE J 118"Hx3'O"W 8"XB"XL PRECAST LINTEL W/(4) #4 CONT. TYPE L 3'0"Hx6'0"W 8"XB"XL PRECAST LINTEL W/(4) #4 CONT. TYPE N TRIANGULAR TYPE METAL STUDS & STUCCO FILL-IN ------------------------------------------------------------------ DOORS ------------------------------------------------------------------ - MAIN BUILDING NOTE: ALL 3'0" WIDE DOORS AT CONCRETE BLOCK WALL TO BE PRO DE WITH 8"XB"X REQUIRED L PRE -CAST LINTELS W/(4) #4 CON N' DOOR #4 10'0"Hx16'0"W ''8"x16"xL CONC. BEAM( 4 WA4) #5 CONTIN.IV ,: DOOR #5 e'O"Hx6'0"W 8"XB"XL PRECAST LINTEL ii� hi W/(4) #4 CONT.,�I�f VAY/8 John Mer ® st Architect, P.R. By DATE_ 2, ..__ 927 N.E. Jensen Beach Boulevard Jensen Beach, Florida 34957 (407) 334-3388 878-5111 Member American Institute of Architects SHEET OF I PROJECT SUBJECT isS� • J L 1 CHECK LIST PRO 88-0871 Project Name: MILLER S Architect: JOHN M. FO Contractor: THE SEAWIND CAR DEALERSHIP #2 INC. C I Owner• DR. AUTHURI. MILLER Address: 4501 SOUTH US#] Occupancy Classification: Type of Construction: - A 1� L3 Height and Area: „" Occupancy Requirements per 334-3388 288-1770 305-693-1153 f/ds-p �t�r,�trl AtcCL`ta� � 3 �7 s- 7 rter Iv: Construction Requirements:. �L A. Fire Protection: /Yo# C.��oo a on 444/6L 4/` B. Egress Requirements,: oL�G Other Requirements: Elevat'rs �(J Sprinklers 6 Standpipes d� Combualible Materials - Interior Roof Q werings Q K Light ' ventilation - Sanitation q� �S Handie p Requirements 7 Plans Beto Fire Dept. - Date: Approved: Plot Pla il Cleek j 21974 !J Water B IFT. PIERCE HEALTH DEPT Sever ILITIES _--. Energy Code Paving A (Drainage approval by Engineering Dept. SEE ATTACHED LIST Special Conditions prior to issuance N/A Threshold Affidavit/Before Issuance Affidavit ST. LUCIE COUNTY PERMIT PERMIVNO. ---- ( CODE #_ ,4kkICATION FOR PERMIT TO CONSTRUCT � MILLER SUz 30B LOCATION/ADDRESS: Y GAL DESCRIPTION TAE WEST 175.50 FEET OF THE EA FEET OF .THE NORTH 680.00 FEEL OF THE EA Vr' '1'11r: bVU"1nrvca.i:iix.. vc ar...i iviv � LUCIE COUNTY, FLpRIDA. n ROAD IMPACT: DISTRICT ZONE S/p ��MAAP�P SCOT BLOCK UNIT rSEC,. PROPERTY TAX ID # 2434 341 0001 0004 vl,�T SIZE/DIMENSIONS SET BACKS: FRONT 761 / PEP SO FT BUILDING: LIVING AREA ARCHITECT: NAME JOH ADDRESS 927 CONTRACTOR: OWNER OF PROPERTY: f ,STATE Rf$/CERT / AME 'PRE CITY' 20 BEACH /�qME DR.. ARTHURa MILLER ADDRESS 8$00-NORTHWEST 7TH AVE CITY MIAMI "STATE OF FLORIDA, COUNTY OF ST. LUCIE Before me, the undersigned authority, personally apl being duly sworn, deposes and says that the information S f $mrn/to and subscribed before me this �/(t f: (NotIai Public, State of Florida at Large My Cgrhmissioyy y" atmr"A6�.-'MORIDA My COM"71SSION "PiRES: FEB. 10, 1991. APPPWC,E4TION ® 1/ I/`7 SEWAAGEE PERMIT NO. '9 / / 7 _ 655.00 15 ACRES OF THE. SOUTHEAST _1/4.OF at 6'0D ZONE _ vl�q E ,PffP 35 ,�.RGt 40ESM 11 NE C'6 �1GpMPP �LL r'I5 S"DJC �-s r jai $450,000.00 8Y h ?SIDE ; 5 2-67r; 4v XESSORY 4.. PHONE — 334-3388 _ CITY JENSEN BEACH ST FL 'ZIP34957 — PUNiY CERT $P S D ADDRESS10 CENTRAL PARKWAY SUITE 312 STATE FL ZIP 34994 PHONE288-1770aN PHONE 305-693-1153 STATE FL P 33150 who upon ae go' g cation is true and correct. , Applicant n lay of 1911. fOOL IMPACT FEES uired []Yes No I. Pd Pd Posted CHECK LIST pR/ 88-0871 Project Name: MILLER SUZUKI CAR DEALERSHIP #2 Architect: SOHN M. FOSTER Contractor: THE SEAWIND GROUP, INC. Owner: DR. AUTHUR R. MILLER Address: 4501 SOUTH US#] ph:334-3388 ph: 288-1770 305-693-1153 Occupancy Classification: �.1 �Q�,> J ,�je%S/hCSS rubf/c �ara9�' Type of Construction: _ (fyS lBh�b/GCNC�@� Height and Area: /.- , 't- 3,S9S` Occupancy Requirements per Chapter IV:� (f (tea Construction Requirements: A. Fire Protection: /Yay C',9,-w v,514/e B. Egress Requirements: pl �� a -love Other Requirements: q eL�Ci Alh Elevators NO Sprinklers & Standpipes Combustible Materials - Interior Roof Coverings Light - Ventilation - Sanitation Handicap Requirements Plans sent to Fire Dept. - Dater y ` Approved: Plot Plan Check 2 1974 Water BY FT. PIERCE HEALTH DEPT Sever UTILITIES Energy Code Paving 6 Drainage approval by Engineering Dept. SEE ATTACHED LIST Special Conditions prior to issuance N/A Threshold Affidavit/Before Issuance Affidavit ST. LUCI PERMIT NO. 16`4 0 APPLICATION FOR PERMIT TO CONST JOB LOCATION/ADDRESS: LEGAL DESCRIPTION THE WEST 175 FEET OF THE NORTH 680 LUCIE COUNTY,. ROAD IMPACT: DISTRICT S/D LOT BLOCK — PROPERTY TAX ID * 2434 LOT SIZE/DIMENSIONS APE SET BACKS: FRONT 760 SQ FT BUILDING: LIVING AREA _ ARCHITECT: NAME T ADDRESS 9 CONTRACTOR: STATE REG/CERT NAME THE CITY � yA��uuA , ` � ^ , � ., NuM�' A�JPW/ E COUNTY P RMIT APP C TION 1 � � � DE $� 1AI; i SEWAGE PERMIT lO. FEET OF THE EAST 15 ACRES OF THE SOUTHE ZONE FEE \ MAP # FLOOD ZONE B ELEV1 91 SEC 34 TWP 35 RGE 40EAST 1 0004 ZONE GMPP 01 X 175' EST COST $450,000.00 REAR 20.5' SIDE 81' SIDE 36' 320`sq ft ACCESSORY 1200 Sq; f_t M. FOSTER PHONE 334-3 88 ENSEN BEACH BLVD CITY JENSEN BEACH ST FL ZIP34957 GCO05916 COUNTY CERT # 05 D Tun goup- INC ADDRESSIO CENTRAL PARKWAY SUITE 312 STATE FL ZIP 34994 PHONE288-1770 �JWNER OF NAME DR. ART - MILLER ADDRESS PROPERTY: 8800 NO THWEST 7TH AVE CITY MIAMI _ STATE OF FLORIDA, COUNTY OF ST. LUCIE Before me, the undersigned authority, personally being duly sworn, deposes and says that the information PHONE 305-693-1153 STATE FL ZIP 33150 �rJE2i i kJ. leek tE?- - who upon go' 9 Cation is tree and correct. Sworn to and subscribed befort me this /G day Of SCHOOL IMPACT FEES Required ❑ Yes f State of Floridaf Large J No Amt. PA _ nny.GammissioHyett�flyftoRion Date Pd POW M. E M 0 `R 'A N D U M j TO: Right -of -Way Agent K i, FROM: Planning Administrator DATE: April 27, 1988 K F. SUBJECT: Right -of -Way Dedication - Miller uzuki - Tumblin Kling Road As required under the terms of their si e plan approval, the developers of the Miller Suzuki motor veh'cle dealership have submitted the attac ed quit -claim deed f-or lroperty located along their north proper y line, Tumblin Kling R 'ad. Please begin the necessary steps to record this deed and pl lase let me know when this action has bee completed. If you have any questions, please let m know. a C DJM/meg SUZUKIl(B27) cc: County Attorney County Engineer a QUIT —CLAIM DEED THIS QUIT —CLAIM DEED, executed the 21at day of April, 1988, by ARTHUR R. MILLER, TRUSTEE, first party, to _ postoffice address is second party: (Wherever used herein the terms "first party" and "second party" shell include singular and plural, heirs, legal representatives, and assigns of Individuals, and the successors and asaigns of corporations, wherever the context so admits or requires.) WITNESSETH, That the said first party, for and in consideration of the sum of $10.00 in hand paid by the said second party, the receipt whereof is hereby acknowledged, does hereby remise, release and quit—riRim „r.�% the ea!d _ fore...__ c-d party �+cvc�, G11 Lile right, title, interest, claim and V demand which the said first party has in and to the following described lot, piece or parcel of land situate, lying and being in the County of St. Lucie, State of Florida, to —wit: The North 5.00 feet of the West 175.50 feet of the East 217.50 feet of the South 655.00 feet of the North 680.00 feet of the East 15 acres of the Southeast 1/4 of the Southwest 1/4 of Section 34, Township 35 South, Range 40 East, St. Lucie County, Florida. TO HAVE AND TO HOLD the same together with all and singular the appurtenances thereunto belonging or in anywise appertaining, and all the estate, right, title, interest, lien, equity and claim whatsoever of the said first party, either in law or equity, to the only proper use, benefit and behoof of the said second party forever. IN WITNESS WHEREOF, the said first party has signed and sealed these presents the day and year first above written. Signed, sealed and delivered In presence of: ARTHUR R. MILLER, TRUSTEE STATE OF FLORIDA se COUNTY OF DADE I HEREBY CERTIFY that on this day, before me, an bfficer duly authorized in the State aforesaid to take acknowledgments, personally appeared ARTHUR R. HILLER, TRUSTEE, to me known to be the person described in and who executed the foregoing instrument and he acknowledged before me that he executed the same. WITNESS my hand and official seal in [he County and Sc"ie last aforesaid thin 21st day of April., 1938. My Commission Expires: 10""e nyni!r_q'r:C r," F-C'I0A 6v117iJ I:: 'u Ii: F('r.'. i.. ,•LSD. n�%�: NDTARY PUBLIC, State o_ f F1orija� at large ST LUCIE COUNTY -ROAD IMPACT FEE CALCULATION FORM Name of Feepayer _ I/ -�� Ad d r e s s ,l TS Date,�7/�� _ _ Perm t_e.�.71— — Road Benefit and Collecticn Zone 0 ��� _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - The impact fee calculated herein has been determined based on the fee schedule adopted in Sit. Lucie County Ordinance 85-10, effective February 1, 1986. - - - - - - - - - - - - - - - IMPACT FEEI ICALCULATIONS LAND USE TYPE 1 �f rrz-C. 0 UNITS ................. 0 PARKING SPACES ........ 0 STUDENTS ............. FEE PER TOTAL UNIT IMPACT FEE f - 'ruje_t Ndr._: \ `Pil SvztuC-K\ — OFF1Ce i- ----- ---------------------------------------- - �iG�tA: 'yVC of us,,- d5 ar_fine : by '-)`ling Or Inance C0 Y;�aP, a, ) Parking: Ra lid-5 A.— ,006 Nu'ber Required 3 Nu oer Provioeo -1 3 Ha dicapped Required `f Ha dicapped Provided S- D` street Loading Area? Y:_ X N: 0.) Landscape: Ap roval X Disapproval c.) Signs: In' cateo V No Indicated No Separate Permit Required pp ova a.) Setbacks: A X l Dis pproval___ Base Building Lin( Compliance Y: X N: Building Spacing Formula Used Y: N: e.) Driveway Compliance - Refer Ordinance 87-0 App oval X Disapproval Note: Driveway Permit Required 1 I- �.) Road I,npaCt Fee_ Y: ✓ N: n.) Comments • — — �,,�(— — — — -- Date In: Date Out: Reviewer: FORM, 8 DOC- 86 FLORIDA MODEL ENERGY EFFICIENCIY CODE FOR BUILDING CONSTRUCTION SECTION 8 -- SIMPLIFIED ANNUAL ENERGY METHOD ADMINISTERED By THE DEPARTMFNT OF COMMUNITY AFFAIRS $C STATISTICS NON - RESIDENTIAL BUILDINGS PROJECT NAME : I'I I LLGIZ- — J -ZU IC_ PERMITTING OFFICE: ADDRESS: JURISDICTION NO. CITY, ZIP CODE eJ �' (. PERMIT NO. - BUILDER ZONE (p OWNER: BUILDING CLASSIFICATION((): BUILDING VALUE S / -S :-Aul OFFICC SYSTEMS AIR CONDITIONING�1 UNIT NUMBER TYPE ]1(, EER SEER COP TONS 9.0 r] G- 3 g,8 -7 1/2 C - & U - UNITARY C - CENTRIFUGAL P — POSITIVE DISPLACEMENT LIGHTING : TOTAL KW = c( c:7 n:� Compliance with Section 8 was demonstrated by a Prescrip- tive Measures methodology or by Dual Calculation. 807.2 Supermarkets C 809.2 Basic Features 807.3 Restaurants r 809.3 Dual Calculation 807.4 Kitchens Budget __ HEATING UNIT NUMBER TYPE �1 COP STUN C - 3 0 a goo C " 3 3 000 AC- q E — ELECTRICAL RESISTANCE HP — HEAT PUMP G m GAS 0 — OIL COMPLIANCE Y SECTION a BUDGET BUILDING MBTU/SF � 3�� SECTION 4 BUILDING M87U/;,F--- -------� CALCULAT1041 METHO—__ In accordance with Section .553.907 F.S., - !:areby CAolr that the plans and specifications covsrzd- v 1his Jlaliurl are Florida Energy Cote. J mp gar., a with the OWNER/AGENT DATE' Review of the plans and specifications coveted by:his -atculation indi Cate compliance with the Fln,i(Ja Energy Code. Bel,,0 construction is Compleled. this building will be i is�ected for =r.;l)6ance in accordance with Section 553.908 FS. BUILDING OFFICIAL DATE—_ WIM FORM FLORIDA MODEL ENERGY EFFICI SECTION 8 -- SIMPLII ADMINISTERED BT THE DEPAI C - 86 V CODE FOR BUILDING CONSTRUCTION ANNUAL ENERGY METHOD OF COMMUNITY AFFAIIS ENERGY CONSUMING ELEMENTS WINTER U A AREA NIR = NITU SPYING AND FALL U A AREA NTI NBTU SUMNER U AREA Nil NBTU A WALLS U A AREA Nil c NBTU U A AREA NTH NITU U AREA Nil NBTU 0,19 1126 -1.0 -1191.6 0.19 1126 .8 -111.2 0.19 1126 3.2 604.6 B IOOF U A Ar RWN U A Ar RSFN - U* Ar RSN = Type 4 1 0.05 AND -2.1 -504.0 0.05 4000 1 4200.0 0.05 few 20.9 5016.0 C IAISED FLOOR 5 INTERIOR BALLS UA AREA FWN NBTU UA AREA 'SFN NBTU U A AREA FSN NITU 0.30 240 -7.7 -554.4 0,30 240 5 -36.0 0.30 210 2.3 165.6 D GLASS SOLAR OR SC AREA SVN NBIU SC AREA SFN NBTU SC AREA SSN NBIU N E V N S 0.67 OAT 0.61 0.67 0.67 1240 648.0 04.0 300.0 300.0 5:0 11.0 11.9 5.8 16.6 46:6 6018.2 669.1 1165.8 3336.6 041 0.67 0.61 0.67 0.61 HI 640.1 04.Q 300. 300.6 144 20.0 26.6 14.1 22.0 114,2 12503.5 1491.0 2034.1 0422.0 0.67 0.61 0.67 0.61 0.67 4Z,0 640.0 04.0 300.0 300.0 16.1 26.2 25.6 15.6 16.6 11914 11375.0 IWO 3135.6 3336.6 E GLASS CONDUCTIDN US A4 CIN NBTU US Al CSFN NBTU US As CSN NBTU 1.06 1344.0 -5.0 -1123.2 1.06 1314 0 1.6 2279.4 1.06 1314.0 7.1 10114.9 F OUTSIDE AIR CFN VFN NITU CFN VSFN NBTU CFN VSN NBTU 210 -5.1 -1221 240 4.9 ItH NO 35.7 6568 G PEOPLE BEAT If PWN NBTU Af PSFN NBTU AF VSN NBTU 4800 2.0 9600.0 4800 3.3 15010.0 4800 2.6 12400.0 R LIGHTING BEAT VATTS LIN NITU VATTS LSFN NITU VATTS LSN NBTU Nos Vested Films Vested Fixtues Fixtares is sir stress Dated rem; 990D 0 0 1.8 17226.0 1.68 0.0 2.02 0.0 99M 2.90 0 3.13 0 3.37 20110.0 0.0 010 99DO 2.32 0 2.51 0 2.10 22960.0 0.0 0.0 I NVAC MOTOR NEAT BBP NWN NBTU 00 NSFN NITU BHP NSN NBTU -Custut Value- -Variable Air Value- 0.00 0.00 1440,0 560.0 0.0 0.0 I 0.00 0.00 . 2400.0 440.0 0.0 0.0 0.00 0.00 1920.0 1150.0 0.0 0.0 % VINTEI SUBTOTAL 26665.1 I. STUT-UP NEAT Af SUN: low 1.10 2400.0 N_ SUB TOTALS I H or C I I I- REWC00L SYS, NTI P SEASONAL SUBTOIALS ENEIGY SUMMARY H 2400.0 C 26665.1 Hul-> 1.0 CSN-> 0.40 N 2400.0 C 10666,2 LIGHTING LRE WATTS NBTU IAW ENEIGY 6.51 99M 65043.0 YATFR HEATING BY or BUBF if NBTU 1.9 4000 0.0 IYAC DEVICE I NH I BHP 1 NBTU MOTOR Cooling Trr 1 0.00 O.OD 0.0 RAW Pups 5770.00 O.-O 0.0 ENERGY ANUS CY 5770.00 1.SO 0655.0 ANUS YAV 3160.00 0.00 0.0 1 Other 3460.00 0.00 0.0 Total I TOTAL NBTU IT7263 I TOTAL NBTU S TLOOI AREA Af : 7 DESIGN ENEIG 117263 4000 36.9 13333.4 C 73333.4 C 19510.2 1.0 CSM-> 0.40 CSN-> 0.40 73333.4 C 29333.1 C 31032.1 BEATING 31131.1 71831.6 COOLING 103564.9 NEAT & COOL 65013.0 Lighting Ran Energy 0.0 Water Heating 0655.0 Motor War Energy U ALLOWABLE ENEIGY BUDGET - Table 1 54 I FT. PIERCE FLORIDA SHEET INDEX LS-1 Landscape Plan - E-1 Civil }engineering Site Plan UA-1 Used Car Sales Plan US-1 Used Car Structural A-1 Fkoor Plan A-2 Elevations, Door & Window Schedules A-3 Door & Window Elevations A-4 Door & Window Details A-5 Roof Plan ST-1 Structural Plan ST-2 Column / Wall Plan ST-3 Roof Framing Plan ST-4 Wall Sections ST-5 Wall Sections ST-6 Building Section P-1 Plumbing Plan P-2 Plumbing Spec's. & Risers N-1 HVAC Floor Plan M-2 HVAC Spec's., Used Car HVAC Plan E-1 Electrical Site Plan E-2 Electrical Floor Plan - Lighting E-3 Electrical Floor Plan - Power E-4 Elec. Specs. , Used Car Electrical Plan �'..•. " . • • S1r • •n U. a I• � V.'�p O,,MMN "tL.l'�SSy10. �y y�, - �`� fib, H• LP �j" • , ♦ P tP gggppp " C P- �•P Ems`!'•: ✓!' . C i�7 w GALLO DESIGN & DEVELOPMENT JOHN M. FOST ER - ARCHITECT - AIA VICTOR GERLEY - STRUCTURAL ENGINEER M & E CONSULTANTS JOSEPH LYNCH P.E. o ENGINEER o IN DDiT10N TO THE REQUIREMENTS OF THIS PE fiJIT, THERE MAY BE ADDITIONAL RESTRIC TIQ S APPII'.,,'ml T THIS PZ'3PERTY THAT fl A HE J_auI iD IN THE PUBLIC RECORDS OF TH S Ca' €I Interior Finish Flame Spread Rating Exit Ways Class ...... Minimum Other Areas Class .G ... Minimum ST. LUCIE COUNTY -FT. PIERCE FIRE PREVENTIOM BUREAU REVIEWED BY LT' "I(. (LUG) TOMLINSON FOR CODE COMPLIANCE NNE: 465-6655 DATE: SUBJECT TU: 1. ST_ LUCIE CO. -FT. PIERCE FIRE PREVENTION CODE 2. WY A. LIFE SAFETY CODE-101 3. STATE FIRE MARSHAL'S R & R k , • -PRUNE 1 5 BUT RETAIN NATURAL 1 ..._..._.._.._._. '�• .(� ",' � � � ��„ J t , � ..._. •��� - + � FORM OF TREE ' ,ci; • O� •• _ SPRAY WITH WILT-PROOV CCOR0I.G PAV EIA ENT , 1, +' 3( I•" 'n w TO MFGS INSTRUCTIONS IF FOLIAGE ' >, IS PRESENT �- .+ . .......... air n.�Irlrm_ �rrnuTrrr �,.: L ' DOUBLE STRA D dF 10 GAUGE GALV..' % _ I , YY WIRE TWISTF][ THREE GUY6 PER % �' �•'_ 'F'..vw 4; if TREE;SPREAU I$O• APART1 :- 1 r , I7 No.4 ROD7a-0 `I• — ..w_. LONCRET — `�IlntL•(olo IG/10 '1l, W M ,^•ARDEN HOSE SURVEYOR'S FLAGGING TAPE ¢� I•I I = I Ohl Ca11r'• Plw — �IWMITE4 ./ ,r•� I I B<GGI'IG. 1/ I GROUND LINE TO / : q I V� BE THE SAME TREES LARGER THAN I^CAL. SHALL TYPICAL HEADER CURB DE_ U I .• _11 — p *. AS AT THE BE WRPPED WITH WATERPROOF •___ . _ L� �- �� �� — S fJCLo NVRSERV r. TgEE RAP @ SECURED WITH ' TWINE+ _ CXTE CH C p XTENO- ELEVATION I PLAN Mort�Ll (p� A BERM - .LNG OVER ST4iCE FLUSH WITH GROUND F ��?G/ /-___-G���%�� `�/�+Z�"il• rj [Ix.�G�N� �"v : '}• ° `1\� �ODNSTRUCT EARTH SAUCER p _ DETAILS QUMPSTER I/4 I s Q' WITH 4-HIGH BERM -FLOOD _ . JWITH WATER TWICE IN 1 T V ♦'i 1{ N Y - N i 29 iiRS + 'S Y+ Y i+ ib 1 REMOVE. BURLAP FROM TOP 12"MIN. OF BALL • vim' : • ... ' am$ rv(i '; 5¢'3Li�tNy'?r a n .< f".a .... YS Iwo SUB 12 RTIOBYTOPSOIL @ PRS.WAT 5 3:1 ": ..� 1 k.Akxr;,.4rx-,a,«,fi..�,. A PICK R4TI0 BY VOLUMEIN 9 LAYERB.W4TER EAC � gp�'' .+:�` '' 4i' �� ,rv„M 'T�.- -t„; L E U L SE aE.F14� `PLANTING a GUYING DETAILS -FOR MINOR TREES IIIy^'' .. :.CALIBER AND SM4LLER,BA LLEb @ I3URLA PPE D_ �' .n, l+r r, " +. p+..?('d..-t y$i `fy t. "'• t a...:, t ,Nm:. �'' }, r:', �`°"'R ,r":ar, *ifr➢" +' a k,^ TYPICAL MEDIAN CURB DETAIL yy e l� r: „y b a•qr* �, '� � �" %Yry �-:d M1t� � x,»'t'.,a§ :� 'p's . ,r.<.... � , :.,. 1,. �:.,: , 'a r 41. 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G�wr#w...( � 1• t - I: II/ bV •TI' %JY .K +«i�.'tsi. ,� Y'' D. t pAI Y r i xl x $r r I� t� Ib HANDICAPPED_ -I' PAF KING � b Id to u' •, < IrlVV W�.GOhI 1gry �, q�y�y 3 L HAND/CAPPED �. ,; '' � P+ �, r, / rg.'S....' )DARK/ �'� /2' LIT, I" TYFCs � I LUN. J/6N ANOIDST t �n VlMevxk-_ V/ _— a •. ,' J n � y Ire: � Q (�•,, 'Y __. �" —_ � L9 �IJ P! _ • _� �• �y'Y Rye'.,., _ "` ..�,6 4�F+f. Cw .,%��rh ��,< ,sM1 Typical Detail Typical Detail ��� a r,: — ht2rl.�l pp, 2, h%t%GPv StandardParking HandicappedParking k; It1 GUP-B �t'I�"- S ace 8 •ce OtJ �°UY� 3 { h . �..,4 Y Przoyil� a< ta•eTw �rs+.l f li C 7 I E 1 FIRE HYDRA }: < x UC ! Q E31TE RCSELAN c � r I N f ^r- 1 1 1 / i P J xw �r`u L saw J a DRIVE t s � r Z LOCATION MAP V / Rp r . e , NT S k r. J �h DRIVE SITE DATA a A PROPOSED USE OF STRUCTURE": M AUTOMOBILE DEALERSHIP (SU�UKh} 1 y :OWNER: DR, ART MILLER H ( WAY N�� ::PROJECT 'C'OMPLETION: A.S,A.Cy' 4 :..AFTER APPROVAL GC LANDUSE: CHV t, , r � WATER - 4IPR pf� , �E + �zY �'� g-•-. 5`"SrT. `v" ;. v; d}(.i##f�f} �+ry-$-+ :'-�:: k ��•°�Aa^, a s � +"y '� �.&' xi a i- C 4+t '. f, � Ta e'a g� +, t , - _ 'a'ia ' is # x• 4gY x`t'k a`�, RR�'> as' t , 2 i s C sY JJ r e _y- 'L t �r `�� '>•ui,�"F `1 ,�,� S- ��""`'3r� a,�� �X a �rd�d66Ai�Aip'" jr4 °' ;� Oyu �+ .4aA . e•:4-�^�.� Z .ah u a � _ .�y `..`� ' S„A a xfi+ iYa+. d„°.3wi a _ � u�a. P- 0i21187 ✓I C'InAl I L IN Frr OL�T Date By Description " a Revised �Lwr J I � ® t r a Architect 927 N.E. Jensen Beach Boulevard Jensen Beach, Florida 33457 (305) 334 3388 €1,7 -51 1 IVlember Amercon Institute or Architects TO DEALERSHIP FOR I MILLER /,SUZUKI ST LUCIE COUNTY •Ee _tI { .Of Commission = __ Dote a rr t b k Y S i L, s. .. . �r. ... .., , .. .... ,. .,. . r -... L. .. .'. ...:. .. '.. .. Y A, , .. _. Pao. / ... g♦ ... F A , ♦. ,. .. i. a •o.. 'y cYl:Sf.v:_[�.. .Yr -1.«.: . , .:...... , r4 , .... , , , " . <e . < ,,.... ? ..". .... n .. .-.. ...a ,. a rw . , . .: _-. • . , $ i • N x �;. is tu srtu {I .•T 1 {IjI n Y W 3' aw.•t • _ i «n It YM.Y •r .. I' I 4l • .t wt. ' pt yt I A t 4 e• Y ..0 it r r i .T rr k . ` t I r �.. at •at•F Yt....+ d T,e'. •rtuYYpO COATU TM ROB + I ,. , 'w I � } Y•Yr NY• u•. YY:{ Y •"•OYr•++ v.rt .r�ur Yr f I f TYPICAL FIRE HYDRANT DETAIL TYPICAL GATE VALVE 0 Nr Y•aw VALVE BOX DETAIL � Wr I s 1 d I n�, u I I f i i r 1 I � 1 {jrY r ' <a" tyj,, vi°3 :..i q < ATKNigLTgqCTq RIPER NO. 18611 Y41l,! ,. v 'Ir . ,r bk'- . u, a .nl h .. ,.k , ,- aca. ::." r.� x" ,<eY .. is z..:..:. ...-�A..,«_........a.:rrc.i......,ae.x.,..-.r,.__..e..s.:9< ME .. - , _.. f,.,..-,x......r£..s_, 'BS_.w. ys1< [w a.. ,r. r iv ,o-....::':.. , , J. , ,, .-,..� t. •,.,..{.. .K. a..". „w..: .. ' .�: f • F _ g W W 't r a I� 4 W � W 1 o r_ I • e N Ir' W � W e OIMAWN VETROL DESIGN SERVICES CHECKED (305) 562-1621 DATE 08/28/87 SCALE 1" = 30• JD■ NM 87032 SHEET �.WEET w` ry M.,�..v,•:. e Y. _ate,. .. z Lim . , .. IN WEST ELEVATION II �'4r IS1LC MJxjv�is �@I.,; t'e3l � M # y�a 1K'gw$'� `,✓ ! 'riY ''} # "rf "y-:i. L , ,'. #., t n eu Y fy: 4RF =v�n. ,..,I,G:-fin .h ans 4 ..� , £-A4� t �4.,.'p �.gW� 1�.'9`, ;,,,,� r`, lE Y' � yp R � sw Y i" ..§ t �,�,I�T°' - _rn, [:s t.. , 4�w,,t. q,. • bk �. t fi.},�"Axfo,r v4 t 5 0+ _ _ 1 ry w ¢" u }c ,r�,'-r. i� _ _ F s, !1 sm .. „�'.",'"r._bc-d # ,,. �✓l.: -V . ':�". y:. II ' ''I I .'�,„�s".'„ W:' :�f",n i�/ l.e �y`✓.: .. ^`W+, td• � x , ?': , , '$ iyM}+ µ•� { ""d �. "r¢, ��Su�Y�T�M wnrc :,# 6 � al $ i m; �� V �S ( R, r" � �I .'.f I ICY � '.t4 .N. it g]�, �i yR �.A.2r. �, i _. ,_.: y:y.Y )ma• E�j� „ii'F�hn,, :h... SnV' ""' tn; , J: v#, S[ ; , Hi f '';'w, .+>ti'�. .... 'M^^> z� � ^a ?t� '�. K+ y y{� N �y M+ RS' �'x"tt R' i :..' Sd�e � �b"',' 7` „ -: .y,. ,. a:. n . J.• ,t ...' $� K, tf � ., r ,.w ri` # `:!�'• <e; x., a;n :..:,.. r .n. d-,_�,�g' £ rr �.:.�� ;;� n,.;, X n+R"v5 d.'?'`iG�Y. 'N, „ ,y ): ♦ � +S"� x � 1�� 4 i �. eF � Y� �TY � • ■� Ix��: �' li. � � Y dT. � k�'�^A h�j• 1i��N ! � ,• v��+iY x�t4."xh .. ' TJe � 4; M Q `ni5 =d 5• _ �, �' I 'HI i,,T � S."�`tLT x }i" . '>Hi6f Yi`. <H Y'�� / .R t � F, : .M.k f{yrN f1 � '$ � J A£ ,H „...>r#Y 5 ,1 +tqy a:=.` Y r $'.. � Fi � 1�. + . r yi ' 9n ?q. t �� �'�, "� i +'rR �, T.' • t , ' .�.t :, ...... .. , .. .., . �1,_—. ��3L r..4 '#....4.kIF •.. 4 ! `w ity�k. ya�e, �, C.. ^n,. if°k .;"4U �1 van �W. t� Sf IF ,_ ^..;, rr w:t. .a .r. .l> A6 �•.. YF`�' �... ,. ,nr tv, x J3Y`L✓ �t Fkani.� f xi'� �X:r rrn t :i;. ary �xSuJf ,�'�%" �I �Y r, i �iU'.. C(, ! � T' d. + ;,:, I }` ' i i Ei,,; rS�i. a,��f� 1 �� ,:,:1 q :k {•: #IN �'.. a,' , _ � • � , ..Y rr `�'"r F. s.� a><"F �`s'' i�'i�� s }'; t � � �'.^W 9 W4 f �.� _ __ E'I P Flol}l�ii7 4„n'R.; n' Vh 71 ., 4 CFI ,41.MjkIP "��W.1�1 ''§�'• y�{�'EyY. I. : Yd. �.„I i i i �� A��� �:SM 4 f b �� � t i ',}� 18J JT p tE ti; "n� •? �•�trlti` { :'d vkK> +x¢ +A' ,Sk y�iit�,t �yt 1' 17 , k_7� ..Xt°.�V Y.J. Y �::1 t Hr 'J 1 X EW v,i? j Au,3- ti� hn;:3 5 'x,Y(5. �e •:4:iai.. , — _ pT. .�- 4, Ali li•�al .i <{,. �il `"§,H:SYu Y,�k"1 i, "B, .P,.,x Q.,Yv 9:�S.6 ",'4E X, yE Sr. E, � .' Y Y .X"Ya i' �Y.��i,. �e. A } i✓ 'f F �'�M E Dote By Description Re\Ased John M. Foster j w� CAR DISPLAY rCit�CG. w --r1F�oo_ F2�— w 927 N.E. _�ensen Beach 3ouiovcard Jensen Beach, F[orido 33457 (305) 334-3388 878-5111 Member A nericon institute of Architects AUTO DEALERSHIP , FOR M ILLER 1.SUZUKI -ST LUCIE /COUNTY FL, USED CAR SALE, Sheet UA Of 1 Corrlmission 25 - B7 pate -A I AMM j 41 I mk', 1VWMW_1na "MO � IIi4M"a 'L4. LN"0 NMWIA EWARAncww Ik I 1,111F �,F p .1 �,F e _51 i4�`ie "T­ III a"? I F I , � � , �7Y F ...... 4 In vi, igi *t;4d rf o Z, fic'mxe �o �j $,M' 01V Ct, �kp Ar prom, � WRO.1'r, 7 a ce j 4 -1 AlW , *1 4k , li, , �, 'W", - -"V*, " i , ' gkgp,,� 1-1, 049 4g 0 "47Q li 7 77�77 P.M 71,7 �l Ao v; y;°, {;f #. 9h ��> �, t j },�' F � V 4 ��44 i; R k A �2e � ��� � �., y�F n :, n t t � a � � � 4 �. k r � Il � � � � �� �N A � 4 �} '"k� k a"�'t p I: [ � +. 1 1 �Y, t' � � >° �m a, � „q�,�-m—. ry...�..�.... VY %S�iu1�ry �� .. � g 2� fi3 n.JH �� �. x y��" �: ey � tut �. � T r � � .v . � i o f :y�,u, r � � � R w 9 v � „.§ � � 4N` � �' d # � . 5 � R ��� .' � �� g�� t fak -•�� $ 6 } �i � �L�� 3 � ,a �"pn n i� � � g+ o {mW t � F .� l � I ] b :4 J y'i�x �: ,.,�, ., 'r i it ¢.r r x` , , �, , x, �� �n4 .✓' of ,'ti} � '� n g 1 ..� t si �' k, III PIZ . ....... 1 41 IWI Ul ki.; Wi�i,j, 51 ' %VrO m�MIv 111 ,%i�*Mn� " Iir' 'l IPT0 V 7— " A X P-T i-U221NG I--'--� / I �'I 1 ' —4 F--- Iti I f — STo�EF>zortf ... /fj/II I r .'O III 02 GOLUNitl (>£iOt-if! � y i hLUM. SLIPIrJCi M , ,a•IUIP-A-"OM FRs r1 Ga F(PE PR J III '- �fdaao E o , � 4 , I YLJ � I • r PL1J O. � 'fi�2E.5t-IDLE Y�'iKc r P09912- pp�nn� . I CUL KI NCa - "• •:I '1'EMIoEREI� (si1i664 , - hG{i A-� C�hi1,y co SCALE 1 1/2 = 1'- O" e NC. oe fbL.e L ° � I �ILhEYJ G�li.) aWFi � rc , I/2v f7w �'iVOGIv I�o�! T�IA• fArIG. A.i /rJ I. x P.T F�IRRiriG I--------SToQEFeo�J i _y __.._I�IJiPSs < l .. �7rOK�1%20r�•f'W� p i I IicvcPi-F_ yraOl .. l� I s1PvLJj i%Lep 1LUM, SLlDI1 IG ILL J III. ..-: .' •. ..�, ..::; __= Irl000 gr�ir�) $: GLUM. T2&CIG I') /n�Pi� .wool, l fJ0 f f — g� !N 6!.ULKWG III AriCaIE9 AriGrtoR�i P'i, DER 1 :O; 'L e riE�Fh�-f ,`: r'IPt•IJF. SPEcfi• FaK �i:6. G. c. 1 _ °' ' Y' III !20 rQ.P. �, v-llrii� ZoIJE. r.,_ Cj P` , ✓,c". � L.JV.J Q 'w}iGfvV�IG SCALE 1 1/2" 1" - O" �v = I xtlr. rUp'ie-, 11STwlpg • - ,off -1_ .-q- o,G, �i' � - q- 1 id Pr c . Li IiTLL — F�L�ME. G�hIGI-l0¢h _ Vy 4HUTTLR MFQ. 0 G (all 1�21I nP-Yww�L __ i! W0012 TR1M t.r2 ---,� 1; - PUE>TIc LAN To i WOOi7}3UGl�-- / ! j E�PObE9 51bE5 r (! P I.M h '\ — +�..1 -- O atOT rcEQb. H1 ` , , aD� — 1L 4.. PPG, ALtJti. S.F. 14-ova *Karl. rirc. G B"cotilc.aLocK. j PU51{-UP 11/2Nam. d _� 1/2'bRa/WkLL OLi "�/4"fU2121F1C, © Q MPEDEYI� t I i .li r 1-11ZE RL�T�D eTL. / ro ,fl S i-C `jQ1i hL)= IiAh4 p t3J Pt�gg GLL�S`7 x WIi.1POW 1,95LM17Ly - SCALE SCALE 1 1/2" = 1'-O" �O t4OTE: 5 SCALE 1 1/2":= 1'-0" (4) TOPOFFLOOR IIJ A_ 1 �ML�II.IT.1 A A 4 O' O _ K r� _. till-,1141 t „ I ,.� � .r_- sue, :� +,+r, .:: �,.. ro ., '' ` w�, :.;. .,: ,. , • n 7 ,v , rc :^x ,, n :.fir .1.- .a .. - ,.:Y .. . .. „ i.. r 4 ..... ... v. .... 5.3 .' N -.:.-. , .. • , MF .I d ... i. x �, ". .:. Y ,. .: n k Y , -,..v ,�n . ,r ...:: ,... Y ' y n �� ,: *., gi rn.yn ,',a ^mvaw+a'M` �9'• Ss '" .- � ..,_e.. .. -. -... ,. .._ .< .. ...... ..x.... ... a....... ... ."F` µ1.x.,. I, ,..- %. .,. :. ... ._.. ,.. _ -.. ..-.. •. .... �'-'�MVNeo.�_1.1.1.. . s;ri'tb, h" , „ t �i a•pb�.IClUM �� j Dote By Description RevMd 1 John M. Poster Architect dl i' 927 N.E. Jensen Beach BouievyjRd Jensen Beach, Florida 3457 (305) 334-3388 87 -511 Member American institute of flrchite Ra', it Air TO D-RALERSHIP F e' { MILLER ,SUZUKI Sly- LUCIE COUNTY F.I., Sheet , r -4. OF L- t Commission 25-87 Datelo These drawings and specifications as instruments of service are the property of the architect whether the project for which they are prepared be executed or not. They are not to be used on other projects except by agreement in writing. Copyright © 1987 Jo hn M . foster, Architect hltect RII rights reserved rc ti.. Dote RV Description ' Revised John M. Foster Architect W I N.F.. )en :r;r i( iz o i i f''loul ;v are i 1 "o(h. f I()FIc)ra (305) 334-3388 8785111 MriifllJ4;f rotK%1I(r111 II Y,�II VIr•, r�l fll�rlll F'�C (�� AUT 0 DFAL.EF1 0 1 A I P FOR MILLER / SUZUKI ST. LUCIE COUNTY FL.. 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EYVG 3/4 PLUMBING FLOOR PLAN SGALE : t/8iV _ Il.oll C � � , .=Cf%/N ��N.O � �f/ALL 3: S/''LZALLY lY,j,1PPGJ7 �..., ,y ovuaL� I/rrcr,�.:-ems o.� CO, .a-5 ,ac%s✓.�i� '--- _ _ /—'� 'jCoJ// rY.�•.�,o„ �a,LO f0,� ! cO.l'! �/s �. ✓ti .34ZZ4S7,r /v fIL{;�,urt� o ja,�vs✓cKL� 3 e 1 f 7f,- ,--a. ,.;. _ SECTION AA NO SCALE �i-ia.•/�Or/j A"*Ll' �I II, 3/9p C� O Q !� COMPV, 7o AYY orN .f5 I I i i I F � I O��IG� F I OpFIcE 1�(Li I-�G PAL P4UMQINC2 I i SYMBOLS 1ST BFP Bacafl ow.Preventer Co Cl eanout CS Catch Basin EWC ElectriC Water Cooler EWH Electric Water Heater FD Floor Drain FFE Finished Floor Elevation HP Hose Bibb IE invert Elevation KS Y.1 tchen Sint, LAV Lavatory anhale PC R RC Rain Conductor PS Roof Sump _1 II sr. Tina 2oa ,44, TE Top Elevation 4yc fA/UK / DDC Double Det. Ch. Vd. Ass'y• UR Urinal V vent I VTR Vent Thro.19h Roof W Waste I WC 'Water Closet —AD— Auxiliary Condensate Drain Line r, — �CL;V�, "JL/-i ,•%4�0.:/N.O f/L�' —CD— Air Conditioning Cond. Drain Line —FF'— Fire Protection Line .f%'UMP OUT GO.v/V, Pas Lune FT— Pressure - Temperature Roll of ---SAN— Sanitary Sewer I I ST Storm Domesticis Col Water ICWI Domestic Hot Water 01W1 --_ -_ —�-- Plumbimg Vent Line .....A.r. r7.4; DRAIN TANK DETAIL L NO SCALE / z-��-� } /e 211/ldlf VG RE/'fovwc rREaJcNort/%/YJ /90GT'97 y,y!r GpA r,,. f-GA,C�G'£,,f a/!_ SJ!STr /�: SKrFIrElc' /N Cz,4 E c=� FTG RG• callo_47 , Dote eV Desoption Revd sed M.E. Consultants, Inc. Consulting Engineers 450 NM 20th Street No. M Boca Raton, Florida 334432 Tel 338 - 7544 AUTO DEALERSHIP FOR MILLER / SUZUKI ST. LUCIE COUNTY, FL. Sheet . P ' 1 OF .Z Commission Date f « v o ...},; . .. ,,, Y , . " ,., �< s �,. .'..r..� +""f... Y. „r '.„ .W ..�Sx• e 3d �r,'�m,` a e ....... s . a , . tt yj 3ca''x2A"w10G - Gt Cam/ IT`f /s0v fPn 42'Ix�FI' I.o11VF>z �� � St-15F�Cif SGREEI-� GRAVITY SNV1T�fz�a IipY I°, Lo0vr-_2 voo51- LOG KEI� I o xF� (2�raY69 Ert• - tertV ice — C�jaX6 — (2)CmYUE2, �i} � 5ocfrl EA 6px0 T * (2) OIX U Fr-- ` 50 GFr GP • (tGf7F• - r�IPU�'ft�-IG PENS 0 4211X24° LOIx/cQ �./C�NSEGT "SGREE�J GIeaW �-rY 5 N LI•PEERS � i S OKYLIGNt� is-"' �.� C TYF- h'IA.IIJTEI��f_ICE ARF�• ,4-6-4- orT�F FodzTS � I 20XIo R•A-oocl 2a%s 5.p, UGr MG 2 \ 8xG 1 { T L „j 8 X e sor, 24)L10 1- 2oK2o DUci 015, TO ,.� q 120cFr1 i 12*1L10 i I SD / - rl KG 24YI✓_ � ^_1� � 50 r , loxS � � I CpXUG-0 6O6ptA 1 SkLt ��I� lfix2<6 2r�2/ IInGFM 10X101ZA17 5�(Z�/IGF PeGtJUN7 12eeG � Wft-f 235 eFr Pr�-r 4 'F-C-rVZ�4 DETAIL OF ROOF TOP AC UNIT N.T.S. TITUS OR EQUAL C.D. - CEILING DIFFUSER - MODEL 70C - AA - 1 R.A.R. - RETURN AIR REGISTER - CORE 3 - 3-FL5 IN WPLL C✓.P __ F OFF" F 4 1 O FF- Lo�NG E SGGUIII-1TI�IG (2) `I X q Gp (2) '1y 9 GO EF I F�•I> 24o aFM EA• 20o eAl . 2x12Go 9XgGo Ux(OGv / 3mocF1-� 3 CFr�I fA W*lb 24nGFrl f 126GFM �' } " ( f 10IU --%'a - IWA ��s1y Gxl2 � �v lvXlO E�� U al v� � _.J GXG .liX(o `C(F2'Xlo Y 0+.I'j.IG4 os r"s Er AV l0,�12 WII �� 2)8AG 1 1�2��L12rtAG `- yl tr �1 IR t RI I �ICO ® 42)41' , -. oP•ra fooF IOY l o r \ G F Q G17 JPGI4 IoxG�I I. 2 rL�d YZ i '2 L 0 GY I"{ I � 4 K fi `_ 90 GFI"1 Ca . n K� 5U5 �p ) 12 a 8 r X I 12 AFC 'SD... '-.0 olX9fv i1 (F 0 ?R�UF 7 IoK6 GXLGJ y y N14 1411 1 ¢ .1% �2locrl1 V / c1 M V a o o GAS 190 GFM GFI�I � 2uvc�l ',�- � �C2)UxorcnG S i f3)c_,xO tic `� IO�'b y Mc.It�._ tlDXIJ IZA.(C fJ� ... -.. �v. �� aX !/" � L� �v `Xg il0 �] tv 4•X"QJ �v 14X. Lv JJJ IO�CU /; F1 K �C Fl Rll ao 1 I <tXu o.A. GIN MG(T'h ! Q4X�+RFt �'� 24X I 24-A 12 /1hX GrftlL- v!' OFFIG it vu-4 4c SGREF.I V.P. qq 34AI i,7p�7p 2x6 sp 2KU (P) ---------- L �I W14 UXP� r I UX 14 c0-r? � � 50 50 ali"NK � , JD II 191 I 12xo 12XG� (4)9X9G.o->� 12XP�- r 250 cFM SA- gxo r Si��IfCoaµ 14. � 8X v-' - - ' `i SK QJ ZxB — ICoX pj lJJ TKO I�LX O °O �C FJ �' j -IIZ� oIFFuSEf� 17c �M �,�} I n .-n n O 0 0 o HVAC FLOOR PLAN SGAL�: I/ °o - l'.011 h 'lk 2-ZG--`d 2101bb y GoM61NE /kG 2 3 TO I VNIT I° S 81 Fr-5 Dote By Devdption Revised M.E. Consultants, Inc. Consulting Engineers 450 N.E 2oth Street No,1ll Boca Raton Florida 33432 Tel 338 - 7544 AUTO DEALERSHIP FOR MILLER / SUZUKI ST. LUCIE COUNTY, FL. Sheet M - 1 Of 2 Commission Date HEATING. VENTI AND AIR Cz ING - THE CONTRACTO SHALL FURNISH AND INSTALL ALL MATERIALS, s EQUIPMENT, LABOR, ELECTRICAL POWER AND CONTROL WIRING AND .APPURTANCES AS SHOWN ON THE DRAINAGE AND AS SPECIFIED. ALL WORK SHALL BE DONE IN ACCORDANCE AND COMPLIANCE WITH•:' COUNTY, STATE AND LOCAL GOVERNING BUILDING CODES. IN ADDITION, ALL WORK SHALL COMPLY WITH THE APPLICABLE SECTIONS. OF THE FOLLOWING CODES AND STANDARDS: SAINT LUCIE COUNTY BUILDING CODES. NATIONAL FIRE PROTECTION ASSOCIATION, NFPA NO. 90A. NATIONAL ELECTRICAL CODE (NEC). AMERICAN SOCIETY OF HEATING. REFRIGERATION AND AIR CONDITIONING ENGINEERS, ASHRAE HANDBOOK. MODEL STATE 'ENERGY EFFICIENCY BUILDING CODE. AIR CONDITIONING AND REFRIGERATION INSTITUTE (ARI). SHEET METAL AND AIR CONDITIONING CONTRACTORS (SMACNA) LOW VELOCITY DUCT CONSTRUCTION STANDARDS. AIR MOVING AND CONDITIONING ASSOCIATION, INC. (AMCA). AIR DIFFUSION COUNCIL. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA). MANUFACTURER'S WARRANTY: THE MANUFACTURER SHALL WARRANTY THE COMPRESSOR FOR FI YEARS. ALL OTHER EQUIPMENT SHALL HAVE A ONE YEAR W DATE OF FINAL ACCEPTANCE BY THE OWN C GUARANTEE: TO BE PROVIDED UNDER THIS SECTION OF THE SPECIFICATION SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR. ACTURER'S DESCRIPTIVE LITERATURE: CONTRACTOR SHALL, SUMIT-FOR APPROVAL SIX (6) COPIES ACTURER'S DESCRIPTIVE LITERATURE FOR ALL EQUIPMENT PROPOSES TO USE. INCLUDE COMPLETE TEMPERATURE CONTROL DIAGRAMS TH WRITTEN DESCRIPTION OF SEQUENCE OF CONTROL. P PACKAGED A.C.. UNITS "ALL UNITS SHALL BE FACTORY ASSEMBLED, PIPED INTERNALLY WIRED " *•AND FULLY CHARGED WITH R - 22. UNITS SHALL BE LISTED AND- C.S.A. LABEL COOLING PERFORMANCE SHALL BE RATED IN ACCORDANCE. WITH A.R.I. STANDARDS. UNIT CASING MOUNTED IN WEATHER - RESISTANT STEEL CABINET WITH A BAKED ON ENAMEL FINISH. INDOOR AIR SECTION AND COMPRESSOR F COMPARTMENT SHALL BE COMPLETELY INSULATED WITH FIREPROOF - PERMANENT, ODORLESS GLASS FIBRE MATERIAL. COMPRESSOR HERMITICALLY SEALED, HIGH EFFICIENCY COMPRESSOR:; INTERNAL LINE BREAK OVER CURRENT AND OVER TEMPERATURE OTECTION, HIGH AND LOW PRESSURE PROTECTION AND CRANKCASE ATERS SHALL BE STANDARD. MANUALLY SET OUTSIDE DAMPER SHALL BE PROVIDED, PROVIDE OUTSIDE AIR QUANITY AS SHOWN ON THE SCHEDULE. GALVANIZED STEEL DUCTWORK: DUCTWORK SHALL BE INSULATED GALVANIZED STEEL, CONSTRUCTED IN ACCORDANCE WITH APPLICABLE PARTS OF SMACNA LOW VELOCITY AND;` ASHRAE DUCT CONTRUCTION STANDARDS. DIMENSIONS SHOWN ON THE: DRAWINGS REFER TO THE NET FREE AREA. DUCT LINER: ALL EXPOSED SUPPLY AIR DUCTWORK, AND WHERE OTHERWISE,',~ INDICATED, SHALL HAVE 1" THICK INTERNAL DUCT LINER �, INSULATION. PAINT DUCTS TO MATCH EXISTING SURROUNDINGS. DUCT LINER SHALL.BE ONE INCH THICK FIBROUS GLASS INSULATEO<( "` WITH A THERMAL CONDUCTIVITY OF .25 AT 75 DEGREES F. MEAN TEMPERTURE. INSULATION SHALL HAVE A DENSITY OF 1.5 !P,;o PERCVBIC FOOT AND BE U.L. RATED, JOHNS-MANVILLE MICROLI LINER. ALTERNATE DUCTWORK FIBERGLASS: All duct work shall be i" thick J-M Type 475 or Type 500 Micro -Aire Duct Board (Data Sheet FG 297A). The duct board shall meet the requirements of NFPA 90A and 90B, shall have a factory applied Underwriters Laboratories, UL 181, Class I. Air Duct Listing Label and shall be faced with an FSK (foil, = skrlm, kraft) facing as manufactured by Johns-Manv111e or approved equal. The duct board shall have a Thermal Conductance factor of C=.23 at 75 degrees F. mean, a noise reduction co -efficient (NRS) of 0.70 as per ASTM C423-66T. All fabrication details shah be In accordance WithJe latestedition of the J-M Fabrication Manual (FG-359Aj 11dthe•.SMACNA Fibrous Glass Manual, Duct Construction` n Fourth Edition. EXHAUST FANS: _ EXHAUST FANS SHALL BE .DIRECT OR BELT DRIVEN AS INDICATE a.. AS MANUFACTURED BY PENN VENTILATOR OR GREENHECK. VENTI HOUSING SHALL BE OF HEAVY GAUGE SPUN ALUMINUM CONSTRUCTION AND* SHALL BE WEATHERPROOF. VENTILATORS SHALL BE MOUNTED ON PREFABRICATED UNI-BEAM CRUBS. EACH FAN SHALL BE EQUIPPED WITH A DISCONNECT SWITCH, HINGED SUB -BASE, GRAVITY BACKDRAFT, DAMPERS, AND BIRD SCREEN. DUCTWORK ACCESSORIES: TURNING VANES: PROVIDE TURNING VANES WHERE INDICATED AND IN.,, AL TURNS GREATER THAN 45 DEGREES. 8 S: 2" GALVANIZED STEEL FOR UP TO AND INCLUDING 18" DUCTS., UCTION: DOUBLE WALL BLADE E & BAILEY "DUCT TURNS". TRACTORS: PROVIDE EXTRACTORS FOR ALL BRANCH TAKE -OFFS AND WHERE SNDICATED. WITH HEX -KEY OPERATED ADJUSTABLE BLADES, WITH THE FOLLOWING ADDITIONAL CONSTRUCTION FEATURES: BLADES: GANG OPERATED GALVANIZED STEEL ON 2" CENTERS. TI1161 ' MODEL AG-225.> PROVIDE 24 GAUGE GALVANIZED STEEL BLANK OFF PLATES ON TOP AND BOTTOM OF EXTRACTORS WHERE DUCT IS LARGER THAN EXTRACTOR. SPLITTER DAMPERS: EQUIPT WITH ROD TYPE CONTROL WITH END BEARINGS ON EXPOSED AND ACCESSIBLE DUCTWORK. ACCESS DOORS: PROVIDE HINGED DUCT ACCESS DOORS IN SIZES ICATED, WITH GASKETS AND WITH INSULATION WHERE DUCTWORK IS INDICATED TO BE INSULATEDD. PROVIDE ACCESS DOORS FOR ALL FIRE'; DAMPERS. DUCTWORK SHALL BE PROVIDED WITH VANED SPLITTERS IN ALL TEES. FIRE DAMPERS SHALL BE PROVIDED WITHSUITABLE ACCESS DOORS., DAMPERS SHALL BE AIR BALANCE MODEL 119-B OR PREFCO. VIBRATION ISOLATION FOR ALL ROTATING EQUIPMENT SHALL BE PROVIDED BY EQUIPMENT MANUFACTURER AND INSTALLED BY THE,: CONTRACTOR. ISTRIBUTION DEVICES: AIR DISTRIBUTION DEVICES SH "L bF ALL ALUMINUM CONSTRUCTION. ALL DEVICES SHALL HAVE THE NOMINAL MEASUREMENTS INDICATED ON THE DRAWINGS AND SHALL BE DESIGNED TO DELIVER THE', AMOUNT OF AIR INDICATED AT THE REQUIRED THROWS. ALL DEVICES SHALL BE LISTED AND TESTED IN ACCORDANCE WITH AIR DIFFUSIONf COUNCIL REQUIREMENTS. PERFORMANCE SHALL BE EQUAL TO THE MAKE AND MODEL LISTED IN THE SCHEDULE. OPPOSED BLADE DAMPERS BE KEY OR LEVER ADJUSTABLE THROUGH FACE OF GRILLE OR DIFFUSER. DILT MRS, REGISTERS AND GRILLES SHALL BE AS. SPECIFIED 01TmWRAwxNGs. S UNIT WITH A OOL F;A FF-Aur6 S ;THE CONDENSING AND Y FAN SHALL ON' 3N RESPONSE TO THE HEAT -COOL SELECTOR THE COOL N A RISE IN AIR TEMPERATURE THE SINGLE STAGE CO A ° LL ENERGIZE FAN AND COMPRESSOR HOLDING COIL TO BEGIN COOLING. SHOULD THE FAN SWITCH ON THE THERMOSTAT SUB -BASE BE's "ON" THE FAN CONTACT WILL BE OVER -RIDDEN. A FALL IN TEMPERATURE WILL REVERSE THE ACTION. HEATING: UPON A FALL IN AIR TEMPERATURE A SINGLE STAGE CONTACT SHALL ENERGIZE THE ELECTRIC HEATER IN THE AIR SUPPLY UNIT. ALL TEMPERATURE. CONTROL AND ALL LOW VOLTAGE TEMPERATURE CONTROL WIRING SHALL BE FURNISHED UNDER THIS DIVISION OF THE SPECIFICATION. CONTRACTOR SHALL INCLUDE ALL RELAYS, TRANSFORMERS, TRANSMITTERS, ETC., FOR A COMPLETE SYSTEM TESTING AND BALANCING: THE CONTRACTOR SHALL PROVIDE FOR ALL TESTING AND BALANCING. ALL AIR BALANCES SHALL BE CONDUCTED BY A CERTIFIED TEST AND BALANCE FIRM. TEST AND BALANCE SHALL BE CERTIFIED. THE CONTRACTOR SHALL FURNISH A COMPLETE INSTRUCTION MANUAL COVERING THE FUNCTION AND OPERATION OF ALL CONTROL COMPONENTS ON THE JOB. THIS MANUAL SHALL BE FURNISHED IN DUPLICATE TO. THE ENGINEER. THE CONTROL SYSTEM DESIGNATED ON THE PLANS'AND, SPECIFIED HEREIN SHALL BE COMPLETELY GUARANTEED FREE FROM DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR.. THE TEST AND BALANCE REPORT SHOULD CONTAIN ALL PERTINENT INFORMATION NECESSARY TO DETERMINE THE PROPER PERFORMANCE OF THE EQUIPMENT AND CONTROLS, AND BE SUBMITTED TO THE ENGINEER FOR APPROVAL. BALANCING SHALL INCLUDE THE FOLLOWING: AIR BALANCE EQUIPMENT MODE; FOR EXAMPLE, SUCTION PRESSURES, ELECTRIC READINGS, AMPERES ON MOTOR, TEMPERATURES, RPM, ETC: kROOM WET BULB AND DRY BULB READING. AIR VOLUMES,, AND CFM. L EANING AND ADJUSTING: DUCTS, PLENUMS AND CASINGS SHALL BE THOROUGHLY CLEANED OF DEBRIS AND BLOWN FREE OF ALL SMALL PARTICLES OF RUBBISH AND OUTLET'. DUST BEFORE INSTALLING FACES. EQUIPMENT SHALL BE WI CLEAN, WILL ALL TRACES OF OIL, DUST, DIRT OR P SPOTS REMOVED. ALITY CONTROL': 0 RATE INSTALLED DUCTWORK ACCESSORIES TO DkMONY$TRA'T, COMPLIANCE WITH REQUIREMENTS. TEST FOR AIR LEAKAGE WHILE, SYSTEM IS OPERATING; REPAIR OR REPLACE FAULTY ACCESSORIES, A REQUIRED TO OBTAIN PROPER OPERATION AND LEAKPROOF PERFORMANCE. CORRECT MALFUNCTIONING COMPONENTS AND RETEST.; 700 MANUF CTIRER: TAME SYSTEM VOLTAGE: 480 VOLT 3 PHASE' STRIP EATER VOLTAGE: 480 VOLT PROVID o MANUAL FRESH AIR HOOD • • : ram.. .P' . v ��.,n`� tiY.x„'y2 .... R J lOX&C10 35 Sri AIR C ONDITIONI _ F.i)i ii •� MARUK AG-6 AREA SERVED SEE PLANS COOLING: SENSIBLE BTU TOTAL BTU 11,200 14,200 HEATING BTU KW �7G 208 V I PHASE 19,600 5.76 KW r AEU;' TOTAL CFM O. A. CFM ,. HP 100 1/4 OUTSIDE SECTION: F.L.A. COMP. F.L.A. FAN F.L.A. 3.3 . 7.4 o.9 SEE ( MINIMUM } a5 MODEL NUMBER OUTSIDE BTD712A " INSIDE BWH718A i NOTES: MANUFACTIRER: TRANE RVCTF.1Vf VOLTAGE: 208 VOLT 1 PRASE STRIP HEATER VOLTAGE: 208 VOLT 1 PHASE rl w.11M.., , FAN SCHEDULE GREENHECK OR EQUAL MARK CFMM=1775 HP VOLTS/ PHASE NOTES DRIVE DESIGN SFI. -1 80 SA 120/1 BELT NOTE 4 EF-2 22351/3 120 / 1 1, 3,6,8 AXIEL NOTE 10 EF-3 2235 125 120 / 1 1,3,6,8 AXIAL NOTE 10 EF-4 2235 125 P17751/3 1/3 120 /1 1,3,6,8 AXIAL NOTE 10 EF-5 350 .25 1/10 120 / 1 1,2,3,6,8NOTE 12 EF{'3200 •�U ° / 1 1A6,8 AXIAL NOTE 11 PROVIDE DISCOPINECT 2. PROVIDE i• DAMPIER PROVIDE 01 • : E• ROOF C PROVIDE GRAVrry SHUTTERS PROVIDE • •• GUARD fx PROVIDE :1• • SCREEN PROVIDE GRILL1 : PROVIDE LEK - T '• 1• • •SPEED • 96 • • :• i� ry • • a► ' 12- • MNN DOMEK Uas b y } M.E. Consultants, Inc. Consulting Engineers 450 N.E. 2oth Street No. III Boca Raton, Florida 33432 Tel 338 - 7544 5 NOTES lO PNL LPS 1, 3, 5 VIA RELAY #1 — PNL LPS 2, 4 VIA TIM': SWITCH #2-7 #10 IN 1-1,-4" PVC. O PNL LPS 13, 15, 17 VIA RELAY #1 4 #10 IN 1" PVC. 3 PNL LPS 7, 9, it VIA RELAY #1 — PNL LPS 2, 6 VIA TIME SWITCH #2 7 #10 IN 1-1i4" PVC. 4O PNL LPS 8, 10, 12 VIA RELAY #1 — PNL LPS 4, 6 VIA TIME SWITCH #2 7 #10 IN 1-1x4" PVC. O PROVIDE A 120 VOLT 20 AMP WP DUPLEX RECEPTACLE SEE LIGHTING STANDARD DETAIL THIS SHEET. 6O PNL RPA #1 — 3 #10 IN 3, 4" PVC. 7� PNL RPB #1 — 3 #10 IN 3i4" PVC. 8O INDICATES GREEN GROUND ( TYPICAL ) . O9 SIGN — VERIFY EXACT REQUIREMENTS. SITE LIGHTING SCHEDULE TYPE SA ELSCO #AKGVI-IWO-MH-SB 12-S 18-SS-B 2 - 1000 WATT METAL HALIDE TYPE SB ELSCO #AKGVI-1000-MH-FB 12-S 18-SS-13 2 - 1000 WATT METAL HALIDE TYPE SC ELSCO #AKGVI-1000-MH-FB 12-S 18-SS-A 1 - 1000 WATT METAL HALIDE TYPE SD ELSCO #AKGVI-1000-NM-FB 12-S 18-SS-C 1 - 1000 WATT METAL HALIDE TYPE SE ELSCO #AKGVI-1000-MH-FB AKG-WM 1 - 1000 WATT METAL HALIDE I: ALL BALLASTS SHALL BE 48O VOLT 2: FINISH FOR ALL POLES, FIXTURES, HARDWARE ETC. SHALL BE WHITE 3; PROVIDE ALL HARDWARE, BRACKETS ETC. FOR A COMPLETE INSTALLATION. PANEL LPS 277 / 480 VOLT 3 PHASE 4 WR E 100 AMP M.L.O. i-v / GROUND BUS DESCRIPTION BREAKER WIRE KVA REMARKS LIGHTING AN 20 / 3 1033 72]- 33 3.3 IGHTING STANDARDS 20 / 3 #10 2.2 22 6 22 7 y LIGHTING STANDARDS 30 / 3 #10 4.4 9 J 4.4 11 4.4 8 LIGHTING STANDARDS 30 / 3 #10 4.4 10l 4.4 12 J 4.4 13 LIGHTING STANDARDS 20 / 3 #10 22 151 22 17 J 2-2 14 SALES BLDG 20 / 1 #10 1S 16 SPACE 20/ 1 18 SPACE 2011 19 - 24 SPACE 20 / 1 CONNECTED LOAD 5i VW = 62-A i - i L-T USED CAR �E SALES BLDG I�$110 SERVICE LM M. _;pj GRP 36 3000 4 No.z LIGHTING STANDARD DETAIL ND SCALE POWER CO PAD MTD TRANSF VERIFY LOCATION METER & MAIN —� y, SERVICE PNL'NtDP' _ SHOWROOM r L! O O b 13115 SB SB 0 0 1317 511 O O \ i 'U. P RPB 13 1 -LJ�j SA _ - SA ELECTRICAL SITE PLAN SCALE: 1" = 30, - 0" -OF— C 113 345 &.PA-12� \ \ 4-0 -4 Sf _ SA 15 SD O 5\ k'SA 11(3 nj� 315 115 E 0 CONTRACTOR SHALL SUB141IT PLANS TO ARCHITECT / ENGINEER `JVITH NEW LIGHTING LAYOUTS TO REDUCE THE P_ARK'ING LOT I LIGHTING TO 85 FOOT CANDLES. ALSO SUBMIT THE COMPUTERIZED I PRINTOUT. 11 ��MAR. 0 1 1988 M.E. Consultants, Inc. Consulting Engineers 450 N.E. 2oth Street No. III Boca Raton, Florida 33432 Tel 338 - 7544 AUTO DEALERSHIP FOR MILLER / SUZUKI I ST. LUCIE COUNTY, FL. Sheet E -1 of 5 I I I I . I I I I I I - I � - I , 1� - I 1, I , 1. , I I 11 I I I I I I I I � I � I 11 I I I 11 � I I I I I I I I I � I I � I I . I I "I I I 'I , 'D, , I I � . I I I , I I I I 11 I I . I I I I "I" I I 1, � I , 1, � I I I I I I� � � I 1, I , :1 I I I I I , , I , , % 11 -, - 1, , h, I" � I - - ,, ',,�, , I '', . - , I � I .�. � I I . I I I" It I I , � I , "--, , , - I � , . �, j� '' � � I I I 11 I, , I I " I I I . 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I , I I I I I I , I I ,l - ,,, I I I � - � , ,_,_�' � t ,1", , I I I I---- ,. . - ------ � I I-, - I t, _1 ___ _ ---- -- -- -j-- -- -- - ,-I, MIMA® a •F, THIS AREA CLASS I i ALL OUTLETS MIfiD 3 TOILETS RECEPTAC ; RECEPTACL RECEPTACLES RECEPTACLES VENDING MACHI RECEPTACLES VENDING MACHINE y. „n RECEPTACLES SIGN SIGN ISOLATED.RECEPTACLE EF-5 1f4 liP RECEPTACLES RECEPTACLES RECEPTACLES 20 20 / 20 i 1 ,,ECT R CAL " w, CONNECT 9120 VOLT 1 PHASE TIRE CHANGERS ( 1 FOR EACH OF 9 BAYS), VERIFY LOCATION, CONNECTION AND REQUIREIMENrM.3 CIRCUIT TO PANEL RPB CIRCUITS 28, 35, 36, 37, 38, 39, 40, 41 AND 42. .: CONNECT TO 5 - 3 HP LIFTS - VERIFY LOCATIONS OF ELECTRIC MOTORS ` REQUIREMENTS. CIRCUIT TO PANEL DPA CIRCUITS 1, 2, 3, 4, AND 5. IN M.E. Consultants, Inc. Consulting Engineers 4 E 20th Street No. III Ratory Florida 33432 'Tel 338 - 7544 UTO GENERAL CONDITIONS AND CEILING FINISHED SURF .-PROVIDE PLASTER RINGS AS In SYSTEM: INCLUDING CAB THE ARCHITECTURAL, STRUCTURAL, ELECTRICAL AND EQUIPMENT DRAWINGS AND L INETS.,` I IWO C PROVIDE AND INSTALL A COMPLETE EMPTY CONDUIT SYSTEM. SPECIFICATIONS ARE INCORPORATED INTO, AND BECOME A PART OF THIS DIVISION. THE ARCHITECT AND,/OR EMI RESERVES THE RIGHT TO'MA19 �INO CHANGES IN BACKBOARDS. OUTLETS AND PLATES. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC. THEY ARE INTENDED TO SHOW THE OUTLET LOCATIONS AT ANY TIME PRIOR TO ROUGHING IN OF WORK. BACKBOARDS SHALL BE EXTERIOR GRADE PLYWOOD. 4- X 8' X 3,�4". PAINT ON BOTH ArP�RQXIMATE LOCATIONS OF OUTLETS AND EQUIPMENT. DIMENSIONS GIVEN ON THE SUITABLE GALVANIZED BARS OR ROD HANGERS SHALL BE USED THROUGHOUT THE WORK. SIDES WITH FIRE -RETARDANT BLACK PAINT. SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. ALL LOCATIONS SHALL BE WOODEN SUPPORTS, STRIPS, OR OMER MAKESHIFT DEVICES WILL NOT BE PERMITTED. PROVIDE A #6 AWG GROUND TO ALL BACKBOARDS FROM NEAREST COLD WATER PIPES., ,ZED IN THE FIELD WITH THE OWNERS REPRESENTATIVE. SHOULD ANY DIFFICULTY BOXES SHALL NOT BE LESS THAN 1-1/2" DEEP. IN GENERAL OUTLET BOXES SHALL BE GROUND WIRE NEED NOT BE IN RACEWAY. OCCUR IN THE RUNNING OF CONDUITS. SETTING OF CABINETS, OUTLETS, FIXTURES, OF SUFFICIENT DEPTH SO THAT CONDUIT ENITRING BOXES WITHIN THE WALLS NEED PROVIDE PULL WIRES #14 AWG OR JET LINE #232 POLLYOLFIN 200 LBS. IN ALL OR ANY OTHER DEVICES OR CONNECTIONS AT THE LOCATIONS SHOWN, PROVIDE NOT BE OFFSET. OR THAT TILES HAVE TO BE CHIPPED OR ALTERED. ALL BOXES SHALL EMPTY CONDUITS, NECESSARY MINOR DEVIATIONS THEREFROM AS APPROVED WITHOUT ADDITIONAL COST.; BE SET LEVEL AND PLUMB. PROVIDE A 20 AMP CIRCUIT AND DUPLEX RECEPTACLE AT ALL BACKBOARDS. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL ELECTRICAL WORK 'o ...... 'EXCEPT AS NOTED OTHERWISE, LOCATE WALL OUTLETS AS LISTED BE VERIFY TERMINATION OF TELEPHONE SERVICE CONDUITS WITH S.B.T. C COMPLETE, UNLESS OTHERWISE NOITD. ALL MATERIALS SHALL BE NEW. ALL GUARANTEES: ELECTRICAL EQUIPMENT SHALL BEAR THE UNDERWRITER'S LABORATORIES LABEL. A. SWITCHES 48" A.F.F. CODES AND PERMITS: B. RECEPTACLES 16" A. F. F ALL MATERIALS, EQUIPMENT AND WORKMANSHIP SHALL BE GUARANTEEDFOR A PERI ALL ELECTRICAL WORK SHALL BE PER THE NATIONAL ELECTRICAL CODE, THE SOUTHERN C. TELEPHONES 16" A.F.F. fa� -NE (1) YEAR AFTER DATE OF ACCEPTANCE. THE COMPLETE SYSTEM SHALL BE STANDARD BUILDING CODE AND,�OR ANY LOCAL CODES. THIS SHALL INCLUDE ALL D. THERMOSTATS 60" A.F.F. IN, FULLY OPERATIVE AND ACCEPTANCE BY THE ARCHITECT SHALL BE A CONDITION OF REQUIREMENTS OF THE NFPA AS INTERPRETED BY THE I LOCAL INSPECTION DIVISION. E. TELEPHONES 16" A.F.F. CONTRACT. ALL WORK FOUND TO BE DEFECTIVE SHALL BE REPAIRED OR REPLACED BY COMPLY WITH SPE . CIFICATION REQUIREMENTS THAT ARE IN EXCESS Bur NOT IN WHEN OUTLETS ARE INSTALLED IN MASONRY WALLS LOCATE BOTTOM OF BOX AT NEAREST I THE ELECTRICAL CONTRACTOR WITHOUT CHARGE TO THE TENANT OR THE OWNER. MASONRY JOINT TO DIMENSION INDICATED. WHERE OUTLETS OCCUR ABOVE COUNTERS. CONFLICT WITH CODE REQUIREMENTS. OR CABINETS, CORRELATE HEIGHT OF OUTLET WITH EQUIPMENT SO DEVICE PLATE WILL N wlroz, THE ELECTRICAL CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS AND CLEAR ALL TRIM. CERTIFICATES OF INSPECTION IN CONNECTION WITH THE ELECTRICAL WORK REQUIRED WIRING DEVICES-. ki*,BY THE FOREGOING AUTHORITIES. BEFORE FINAL PAYMENT OF THE CONTRACT IS N THE PROVIDE SPECIFICATION GRADE WIRING DEVICES AS INDICATED ON PLANS. ALLOWED, ALL CERTIFICATES SHALL BE DELIVERED TO THE BUILDER IN DUPLICATE. WIRING DEVICES SHALL BE WHI71 AS MANUFAC17JRED BY G.E., PASS & SEYMOUR SHOP DRAWINGS: ARROW HART. SWITCHES SHALL BE WHITE ROCKER STYLE. SUBMIT 6 COPIES OF THE FOLLOWING TO THE ARCHITECT AND�'OR ENGINEER FOR SWITCHES SHALL BE MOUNTED ON THE STRIKE SIDE OF DOORS AS FINALLY HUM. 'IJL�4 APPROVAL; PANELBOARDS; LIGHTING FIXTURES; PARKING LOT LIGHT POLES AND 7, DEVICES TO HAVE SMOOTH PLASTIC PLATES AS REQUIRED BY DEVICE. OUrLETS ZtW ViR' 4� 'A . .. ... FIXTURES, TIME SWITCHES, RELAYS AND WIRING DEVICES. SUBMIT IN COMPLETT WITHOUT DEVICES, EXCEPT TELEPHONE, TO HAVE BLANK PLATES. FASTEN PLATES B� GROUPS, LOOSE LEAF BOUND, AND INDEXED, INCLUDING DESCRIPTIVE DATA, CATALOC OVAL HEAD SCREWS MATCHING PLAIT IN COLOR. X, ME AND CUTS, DIAGRAMS, CONNECTION DETAILS, WIRING, 14ATMRIAL DI NSIONS x -ING FIXTURES: oil, ER SHALL FINISHES. REVIEW OF SHOP DRAWINGS BY THE ARCHITECT AND/OR ENGINE ALL LIGHTING FIXTURES AND LAMPS SHALL BE PROVIDED AND INSTALLED BY THE NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE CONTRACT DOCUMENTS. ELECTRICAL CONTRACTOR. SEE THE LIGHTING FIXTURE SCHEDULE. CORRELATE SUPPORT AND MOUNTING METHODS WITH ALL SUB -CONTRACTOR! COORDINATION: INVOLVED OBTAIN FULL INFORMATION REGARDING PECULIARITIES AND LIMITATIONS OF SPACE "a WITH SURROUNDING SURFACES. AVAILABLE FOR INSTALLATION OF ALL MATERIALS UNDER CONTRACT. INCANDESCENT LAMPS SHALL BE RATED AT 130 VOLTS. PRIOR TO COMMENCEMENT OF WORK, VERIFY MEASUREMENTS AND CONDITIONS AT BALLASTS SHALL BE HIGH POWER FACTOR. CEM, EIL, APPROVED CLASS P WITH BUILDING SITE. SUBMIT DISCREPA14CIES AND DIFFERENCES TO 11M ARCHITECT ANDV'OR INDIVIDUAL FUSING AT THE FIXTURE. UNITS ARE TO BE RAPID START ENERGY SAV ENGINEER FOR CONSIDERATION AND A DECISION BEFORE PROCEEDIM. TYPE UNLESS SPECIFIED OTHERWISE. V,., v �*m":ZA,� PROVIDE AND COORDINATE ALL OPENINGS, CHASES AND TRENCHES REQUIRED FOR R AND CONTROL WIRING TO EQUIPMENT INTRODUCTION OF WORK AND EQUIPMENT. NO STRUCTURAL MEM13ERS OR FLOORS, WALLS, PROVIDE ALL ELECTRICAL POWER CONNECTIONS TO EQUIPMENT INDICATED ON THE V1, ETC., SHALL ISSION. WORK OF ANY OTHER TRADE PLANS, INCLUDING DISCONNECTS AND ANY 0 THE R SPECIAL DEVICE REQU M D. 1 ��:j �,;- " ,, '17 BE CUT WITHOUT ITI�LN PAIRED BY THE TRADE INVOLVED WITHOUT M" DAMAGED UNDER THIS DIVISIONWRSH A nil VERIFY TYPE OF CONTROLS, DEVICES AND THERMOSTATS FURNISHED BY OTHERS AND,�­�?i', i­ 'I', AN ADDITIONAL COST TO OWNER. WORK �z WIN, "A' T r�­ Put."t,16 R k VIDE OUTLET BOXES REQUIRED TO ACCOMMODATE EQUIPMENT FURNI SHED. Np EVERY RESPECT TO FINISH AND QUALI 1­111 Id, RS AND MOTOR OPERATED EQUIPMENT SHALL BE CONNECTED WITH FLEXIB IN THE BUILDING. TIT TITE GROUNDED CONDUIT. `0�, SERVICE: WITCHES: TEMPORARY ELECTRICAL LIGHTING AND P LENGER, G.E. OR SQUARE D STANDARD DUTY HORSEPOWER RATED MAINTAINED FOR ALL TRADES REQUIRING S 77' IBUTION SYSTEM, PANELBOARDS, GR -PTACLES AND OUTLETS. -SERVICE SHALL BE ARRANGED WITH THE POWER CO. �,0', 1%4 -W DRAWINGS AND RECORDS: NTAIN A COMPLETE SET OF ELECTRICAL PRINTS INDICATING ALL CHANGES. USE 4'1�,,Z A ORED PENCIL OR PEN TO MARK CHANGES AT THE TIME OF EXECUTION. DELIVER THE ETED SET OF AS -BUILT DRAWINGS TO THE ARCHITECT UPON COMPLETION. THE F>,Jc BUILT DRAWINGS WILL BE CHECKED EACH MONTH FOR COMPLIANCE PRIOR TO �LEASE OF ANY PROGRESS PAYMENTS. ELEVATIONS AND DIMENSION LOCATIONS OF. 24 216 UNDERGROUND WORK SHALL BE INDICATED. DIMENSION TO A PERMANENT REFERENCE. TESTING: THE ELECTRICAL CONTRACTOR SHALL MAKE FINAL TESTS TO INSURE SAFE AND PROPER OPERATION OF ALL CIRCUITS AND SHALL MAKE ANY NECESSARY CHA74GES TO PROVIDE SUCH OPERATION. PANEL RPB 120 20 4 W1RE 125 AMP M." Cult Jill ,!A DESCRI CIRCUIT WIRE KVA REMARKS [P�ION ELECTRICAL SERVICE SHALL ORIGINATE FROM THE POWER COMPANY PAD M BREAKER _2 TRANSFORMER. WP RECEPTACLES 20 x 1 #10 0.1 :, :�,, �vt 64� r, 2 DOOR MOTOR IZ12 HP VERIFY THE EXACT LOCATION WITH F.P. & L. CO., SEE THE ELECTRICAL SIN= 30 j #12 1. 3, UN. �3 j* 4 FLEX RECEPTACLES", 20 1 #12 0 4 R 4­1 LLINE DIAGRAMS AND S17T PLAN FOR SERVICE SIZE AND LENGTH OF R 1E ELECTRICAL CONTRACTOR SHALL ARRANGE WITH F.P. & L. CO. AND PAY FOR 4 4 FLEX RECEPTACLES 20 1 #1z 0 4 GES INCIDENTAL TO INSTALLATION OF ML`TERING EQUIPMENT AND CONNECTION TO 4 FLEX RECEPTACLES' 1 #12 0. 4 20 ff12 6 4 FLEX RECEPTACLMS 2 O,-,� MOUNTED TRANSFORMERS, 7 4 FLEX RECEPTACLES 20 GROUND, - 4 FLEX RECEPI) 20 1 #12 0. 4 1 MAIN SERVICE ENTRANCE AND EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH 26 #12 �9 PADDLE FAN NATIONAL ELECTRICAL CODE AND/OR ANY LOCAL CODE REQUIREMENTS. NEUTRAL SHALL NOT BE USED AS AN EQUIPMENT GROUND, THE EQUIPMENT GROUND 6 LIGHTING 20 _t #12 1 0 L BE BONDED TO THE NEUTRAL AT THE MAIN SERVICE ENTRANCE ONLY. I SIGN 20 1 #10 1 0, L GREEN CODED GROUND CONDUCTORS SHALL BE TERMINATED UNDER THE EQUIPMENT 2 RECEPTACLES 2 1 #10 1.01 �Ag GROUND BAR OF THE PANELS, 13 SIGN 20� 1 #10 0 14 ! ml _qetm,�� I 1 #12 1 BOND ALL LIGHTING FIXTURES, RECEPTACLES. SWITCHES, ETC. TO THE QROUNDEI RECEPTACLES JI SYSTEM. IN 15 RECEPTACLES .11 20 2 f SYSTEM OF WIRING: 1.6 EF - 2 1 20, #12 0. 81w"" 7 17 4 FLEX RECEPTACLES'; 20 #12 INSTALL A COMPLETE SYSTEM OF COj �rORS IN RACEWAY AS INDICATED ON in 0 4 A 18 EF - 3 Iz3 HP r PLANS. DO NOT INSTALL WIRE OR CASE U 'IL INSTALLATION OF RACEWAYS IS #12 0 84F,',N1'j4PN1 141 y 19 4 FLEX RECEPTACLES� COMPLETE, NOR UNTIL THE INTERIOR OF THE BUILDING HAS BEEN PHYSICALLY #12 0 4 PROTECITI) FROM THE WEATHER AND ALL MECHANICAL WORK LIKELY TO DAMAGE THE 20 EF - 4 lz3 HP 1 20�11 #12 21 4 FLEX RECEPTACLES' 20 CONDUCTORS HAS BEEN COMPLETED. #10 0. 4 22 CONDUIT: RECEPTACLES 20 #12 1. 0 nx CONDUIT RUNS SHALL BE CONCEALED AND SHALL RUN IN IN ALL FINISHED AREAS, 23 RECEPTACLES 20 #10 1.0 SHORTEST AND MOST DIRECT MANNER. EXPOSED CONDUIT IN UNFINISHED AREAS SHA 24 RECEPTACLES 20, #12 1.0 BE NEATLY RACKED AND PARALLEL OR PERPENDICULAR TO THE WALLS OR CEILINGS. RECEPTACLES #,10 0.8 0, CONDUITS SHALL BE RIGID GALVANIZED STEEL, HOWEVER PVC CONDUIT AND ELECTRIC 26 TOILETS 20" 1.2 METALLIC TUBING ( EMT ) MAY BE USED WHERE APPROVED BY THE CODES. 27 EWC 20 #10 0.62 1 N, 28 TIRE CHANGE #10 0.64 ALL CONDUIT ENDS WHERE THEY ENTER PANEL BOXES. DISCONNECT SWIICHES, ETC, SHALL BE SECURED IN PLACE BY GALVANIZED LOCKNUTS INSIDE AND OUT. 29,31 TIRE CHANGER 20 1� #to 0.84 UNDERGROUND CONDUIT NOT UNDER CONCRETE SLABS SHALL BE BURIED A MINIMUM OF ECEPTACLtS" '1 #12 o. t 30 4 FLEX R 20�, THREE (3) FEET BELOW FINISHED GRADE, 31,33 WHEEL BALANCER UNDERGROUND MAIN SERVICE CONDUITS 30 2 #10 2.5 SHALL BE PVC ENCASED IN A MINIMUM OF 3" CONCRETE ALL AROUND. !RECEPTACLES 20, 1 #12 1.2 w,w, 34 RECEPTACLES WIRE AND CABLE: #12 1.2 D FOR CONTROL WIRING. 36 TIRE CHAN 20 #10 0.84 .4 37 TIRE CHAN IRE SIZES #10 AWG AND SMALLER SHALL BE SOLID TYPE IV OR TIMN. SIZES #8 AWG #10 0.84 AND LARGER SHALL BE STIW4DED TYPE THW OR THWN. 120 VOLT BRANCH CIRCUIT 38 TIRE CHAN 20ipl #10 0.84 39 TIRE CHA HOMERUNS EXCEEDING ONE HUNDRED FEET ( 100- SHALL BE #10 AWG OR LARGER, zu,j #10 0.84 REGARDLESS OF WHAT THE DRAWINGS INDICATE. TIRE CHA E 40 20,_ #10 0.84 IWPW, #10 0.64 41 TIRE CHANGER 20s, J30ARDS LIGHTING PANELBOARDS SHALL BE CIRCUIT BREAKER TYPE WITH BOLT -ON 42 TIRE CHANGER 20 #10 0.84 Alei ANCH 14 KEYED CIRCUIT BREAKERS, DEAD FRONT, LOCKING DOOR. FLUSH LOCK, AND MASTER PANELBOARDS SHALL BE BRACED TO WITHSTAND A MINIMUM OF 10,000 A.I.C. M.E. Cons ts, In W SYMMETRICAL UNLESS NOTED ON THE DRAWINGS OTHERWISE. PROVIDE A TYPE WRITTEN "x ��! r, I , -., Consulting gincers IRCUIT DIRECTORY UNDER A TRANSPARENT SHIELD ON THE INSIDE COVER OF EACH LBOARD. DIRECTORY SHALL LIST CIRCUIT NUMBER LOCATION AND TYPE OF `�N,-,7 ""AW 450 NE 2oth Street No� M ETS CONTROLLED. IN ADDITION PROVIDE A PHENOLIC NAMEPLATE ON THE oursim Boca Raton, Florida 33432 HUM',", FASTEN WITH A MINIMUM[ OF 4 SCREWS. NAMEPLATE SHALL DESIGNATE PANEL NAME, COVER OF ALL PANELS AND AC UNITS 1,-4- WH17E LETTERS ON A BLACK BACKGROUND Tel 338-7544 X-1 -XV VOLTAGE AM PHASE. 5 OVIDE ALL PANELBOARDS WITH A GREEN CODED GROUND BAR( NOT CONNECTED TO THE A, FOR GREEN EQUIPMENT GROUND WIRES. EACH BAR TO HAVE A MINIMLH 4 A J, U �11_ 11�� :11 TERMINALS WITH SOLDERLESS BOX LUGS FOR WIRE SIZES #12 AWG TO #4 AWG LOCATE BAR ADJACENT TO NEUTRAL BAR, BOLT OR WELD TO PANELBOARD. LBOARDS SHALL BE AS MANUFACTURED BY CHALLENGER, ITE OR SQUARE D. AUTO DEALERSHIP FOR :T% L F WMIANI ZED STAMPED STEEL FOR ALL INTERIOR LOCATIONS. CAST WON -FERROUS 0. A OR ALUMINUM BOXES WITH GASKETED BLANK OR SPRING LOADED COVER FOR ALL BUILDING V AR SAA-diLdL.N. EXTERIOR LOCATIONS. 0 W ITHH THE ILLER SUZUKI au MOUNT ALL BOXES SO THAT COVERS AND PLATES WILL MINT SCALE: 1/4" 1' - 01 �A/ A IN A 0 "V1 ST. LUCIE COUNTY, FL. THE _1� RIF ArC OX C -0 R ��V 0 NECESSEL LE '*c7 j v -sI, mll "'M 1.� A, a�, 'T 6� S 54v heet E '0 Of 5 Commission Dote IoWbl Ivi, �11 z t ' It PANEL DPA 120 z 208 V - 3 PHASE - 4 WIRE 400 AMP M.L.O. CIRCUIT DESCRIPTION CIRCUIT WIRE KVA REMARKS NO. BREAKER 1 WEAVER AFH-72 LIFT 2 HP 20 3 #12 2.88 VERIFY ALL REQ. 2 WEAVER AFH-72 LIFT 2 HP 20 i 3 #12 2.88 VERIFY ALL REQ. 3 WEAVER AFH-72 LIFT 2 HP 20 3 #12 2.66 VERIFY ALL REQ. 4 WEAVER AFH-72 LIFT 2 HP z0 3 #12 2.88 VERIFY ALL REQ. 5 WEAVER AFH-72 LIFT 2 HP 20 3 #12 2.88 VERIFY ALL REQ. 6 COMPRESSOR 5 HP 40 3 #10 6.30 VERIFY ALL REQ. 7 COMPRESSOR 5 HP 40 3 #10 6.30 VERIFY ALL REQ. 8 AHU - 6 50 2 #8 6.36 9 AHU - 7 50 2 #8 6.36 10 COND - 6 8.3 AMPS 20 2 #12 ---- 11 COND - 7 8.3 AMPS 20 2 #12 ---- 12 & 13 SPACE 20 2 -14 PANEL RPB 100 z 3 - 27.2 15 SPACE 100 X 3 TOTAL CONNECTED = 66.92 KW = 166 AMPS W/ 250-3P HAIN BRKR O O L1 Ma1u BLD(a � � ID IJSEDG42 SANG-S 13l-DG TELEPHONE SINGLE LINE DIAGRAM PANEL -PP CIRC. 277/480V 3 PH FOR 4W FUSE 400 AMP MLO LOAD KVA FUSIBLE PANEL WIRE & CONCUIT T11W , EMT THHN,THWN 1 AC-1 3-30 11.12 3#10 3/4" 2 AC-2 3-60 22.74 3#6 1" 3 ac-4 3-30 5.12 3#10 3/4" 4 AC-5 3-30 11.12 3#10,1#10GND 1" PVC 5 PNL-DPA thru 3-100 66.9 3#2 1 1/4" Transformer 6 Space 6.0 PNL LOAD 123.1KVA = 148 AMPS N' �J 277/480V , 3PH, 4W --------- --- 40500 MCM 4" PVC - C�l1RJE� Z4" F3EL-c'�l,�I CW I I I I 10�100-3P I '00/ 200-3P (TyP') LIGHTING FIXTURES HEDULE TYPE MANUF. CAT. NO. MOUNTING REMARKS A KLP MCS2G340-LE 3-F35 WM RECESS 277 VOLT AA KLP SAME AS A W/ EMERG MODE B KLP MCS2G2U4-LE 2-35 WM RECESS 277 VOLT C MARCO LD53256/99 1-175 MXR RECESS 277 VOLT D MARCO LRGO7747PP/ 1-175 MH RECESS 277 VOLT GUTH B15 - 214 1-400 MH HIGH BAY 277 VOLT ALKCO720 [24ORS/LE 2-F20�12 WALL 120 VOLT rG KLP 2/F40 AWG3/AH5 277 V W/ WIRE GD KLP CS24ORS 2/F40 SURFACE 277 VOLT I ALKCO EX-RPC210 E EDGE (LLO RECESS 277 VOLT J KIM AFLl/175MH/ 7 175 W MH 277 VOLT All Fixtures shall have a White Finish, therle are no exceptions. 30 KVA T �I -3 e'- - I " C 402, 148 IN 1-1/4" C. 3"6 -1" C R L PA 7 00/ 100-3P I �QO-3P SPACEI M D P 99 I"1/0 U GG"L1 > RPA 4"2-11V4'C 3 ":3/0 2" C AC -I SYMBOL LIST O LIGHTING FIXTURE - SEE LIGHTING FIXTURE SCHEDULE CONDUIT ROUTED CONCEALED IN WALLS OR CEILING ( CROSS LINES INDICATE NUMBER OF WIRES. OUTED IN OR BELOW FLOOR SLAB GREEN GROUND WIRE UNTED DUPLEX RECEPTACLE UNTED TELEPHONE OUTLET 1XIN LE SWITCH ECEPTACLE UNTED DUPLEX- RECEPTACLE FLOOR MOUNTED TELEPHONE OUTLET I� O JUNCTION BOX DISCONNECT SWITCH, FUSE OR NON FUSE AS INDICATED ON THE PLANS. MOTOR CONNECTION P SINGLE POLE SWITCH WITH PILOT LIGHT W P INDICATES WEATHERPROOF A C'2 IAC-4 I AC'S THIS UNIT Ln4ATriD AT LISEI> LAR 5ALES BI,IX, . 1 I��-DISC• P�fz MFGf= LT Y r I C'6.'� 4 "PVC BEI-cars GRADE) EMI A9C>VE6RApC- �_j 3`2 1-1/4"C-i 5 0 Z O i) 1 CL i 4- 13 13 13 13 o I \ O 1 O O 0 PNL 40 2 1-1/47 ELECTRICAL SINGLE LINE DIAGRAM 75 KVALT '0�10 — LPS 0 T 5" 2 11 4-POL E ENCLOSED RELAY 4-m 2 50 MCM - 2-1/2" C PA 4"2- 1-1/4ofC SERVICE CALCULATIONS: ITEM PHASE PNL LPS 51.0 KW PNL LPA 58.0 KW PNL PP 123.1 KW TOTAL 232.1 KW = 280 AMPS R PI3 NOTES: 1 1-1/2" PVC 2 TELEPHONE TERMINAL BOARD 4' x 8' x 3/4" PLYWOOD. PAINT WITH BLACK FIRE RESISTANT PAINT. 3 TELEPHONE TERMINAL CABINET FLUSH MOUNTED. 3' x 3' x O4 2-1/2" PVC FOR TELEPHONE SERVICE, VERIFY TERMINATION WITH TELEPHONE COMPANY. 5 DRY TYPE TRANSFORMER, WALL MOUNTED, 480 VOLT 3 PHASE 3 WIRE TO 120/ 208 VOLT 3 PHASE 4 WIRE. 6 100 AMP 3P ENCLOSED CIRCUIT BREAKER. 7 ENCLOSED RELAY 6 POLE WITH TIME SWITCH CONTROL O8 F. P. & L PAD MOUNTED TRANSFORMER, VERIFY LOCATION WITH POWER COMPANY 9 PANEL MDP, WP 277/480 VOLT 3 PHASE 4 WIRE WITH 400 AMP BUS WITH LOCKING PROVISIONS. 10 ALL TIME SWITCHES 3 POLE WITH ASTRO DIAL AND SPRING BACK-UP PPINT 0 MAR. 0 1 1988 'L Illll$fj /�C REVISION � iolil?i F1xTut'.E M.E. Consultants, Inc. Consulting Engineers 450 N.E. 20th Street No. III Boca Raton, Florida 33432 Tel 338 - 7544 AUTO DEALERSHIP FOR MILLER / SUZUKI ST. LUCIE COUNTY, FL. Sheet E - 5 of {off+1; 7 DIVISION 2 SITE CLEARIN wK,'. EARTHWO N,, R y Z4yf SOUL p0 �~ DIR O2600 i''AVEMEN rnr..nrna,r rauncrn 03150 EXPANSION A4I�l+i11'CONTRACT SON ,bi 03200 CONCRETE REINFdRCEMI`NT 03300 CAST -IN -PLACE C0`N RETE " DIVISION 4 MASONRY 04100 MORTAR - 04150 MASONRY REINFORCEMENT,' 04200 UNIT MASONRY' 04250 MARBLE SILLS DIVISION 5 METALS 05100 STRUCTURAL METAL + 05200 STEEL JOISTS 05400 LIGHTGAGE FRAMING ' 05500 MISCELLANEOUS METAL 05700 ORNAMENTAL METALS 1 DIVISION 6 WOOD AND PLASTICS 06100 .ROUGH CARPENTRY 06200 FINISH CARPENTRY` 06300 WOOD TREATEMENT 06400 ARCHITECTURAL WOODWORK .DIVISION 7 THERMAL AND MOISTURE PROTEC �> WATERPROOFING (@ INSULATION': f I 07500 MEMBRANE COUNTER FLASHING 07600 FLASHING AND SHEETMETAL 07610 METAL ROOFING 0762e, METAL COPING 07720 ROOFING ACCESSORIES 07900 CALKING AND SEALANTS „ DIVISION 8 DOORS AND WINDOWS 08100 METAL DOORS AND FRAMES, FIRE`iT;'..' 08200 WOOD AND PLASTIC DOORS 08300 AUTOMATIC FIRE DOOR ?' 08335 OVERHEAD COILING DOORS 08700 HARDWARE AND SPECIALTIES _ 08800 GLAZING 08950 STOREFRONT. SYSTEM DIVISION 9 FINISHES r 09250 GYPSUM DRYWALL 03300 CERAMIC TILE 09500 ACOUSTICAL TREATMENT - 09550 ALUMINUM PLANAR CEILING. -111 RESILIENT FLOORING 09680 CARPETING 09800 SPECIAL CggTINC3S.'' 03900 PAINiINr J 09950 _ VINYL NYL WAL GiV t APPENDIX DIVISION 10 SPECIALTIES 10161 LAMINATED PLASTIC TOILET PARTITIONS AN'i 10250 FIRE FIGHTING DEVICES 10400 IDENTIFYING DEVICES 10440 SITE SIGNAGE 10500 LCOKERs 10700 SUN CONTROL DEVICES (EXTERIOR). IQr800 TOILET AND BATH. ACCESSORIES DIVISION 11 EQUIPMENT 11000 AUTOMOBILE MAINTENANCE EQUIPMENT - DIVISION 12 NOT USED DIVISION 13 SPECIAL CONSTRUCTION' 13122 METAL BUILDING SYSTEMS IA Document A-101 Standard Fcrm ctf L)greereertt 'Between Cor,tractcm where the basis of payment is a stipulated _i i',tAor, shall apply and become a part of this Section AIA Document A-201 General Conditions of the Contract for Construction , 1987 Edition shall apply and become a part of this Section by reference. Payment forms shall be AIA Document 6-702 Replication and Certification for t ,.,:.1983 edition. * i *rAIA Document G-704 , Certificateof Substantial Cttpipaon, 1978 Edition 5 AIA Document G-706 Contractor's Affidavit of p'ayrne It of 1'§70 Edition '•"+r .,.,F t A ;4' II,40 =cement G-706a Contractor's Affidavit of Release Of Leirts,' 1970 Edition All shall apply and form a part of this. Section by reference, 1.01 ALTERNATE MATERIALS A. Whenever in these plans and/or specifications a certain brand of material is specified, it is done for the purpose of establishing a level of quality desired or purpose`. designed.. Should the contractor desire to use a material other than that specified he shall secure from the Architect written approval for the use of t r he alternate material which shall be equal in quality and capacity to that specified. NG 1 k N B. Before contract award, no alternate materials will be perms^.; ted unless approval of the Architect is first obtained ijE+, C. For an alternate material to be considered, the Contractor shall furnish, ir, writing, a complete statement of the origin, composition, manufacture, model, stock number, and a brochure or sample of arty material proposed as an alternate to be used in the A 40 D. A sample shall be left with the Architect, when requested, .G .. arrd: all ;:subsequent ,.materials used in work under this ..contract accepted trod practices established by A tJj.,e€ ti•l.`,- A. S. T. M. , N. F. . A. and 1.06 CUTTING AND PATCHING"� Structural meiibers will riot be cut, cored or drilled wiC�Y4pLtt)': -it, art author) zaticn. All cutting ariri patching necessary to make the several parts fit' properly, unc ver work, car remove and replace work will be done.. in a neat work anlike manner, using homogeneous materials,r,`ItI;, 1.07 TESTING ND LABORATORY SERVICES A, Provide all'p materials, facilites, services, arid other items needed and p.rform all inspecting and testing required under other Sections of these Specifications. Retain the same laboratory to do all similar testing for the duration of the Project. E. Required Tests. r excavation ,d 1. Compactio' of site and building exca ati n and backfillin g, Perform tests.. fter compaction is complete and before formwork or concrete work s started. Structural: Concrete. Perform tests at each pour. 3. pavement and sub -base - provide tests and Engineering Irtspectipros s required by St. Lucie County Engineering Department. 1.08 TEMPORARi SITE UTILITIES A. Contractor shall provide and maintain one portable "Port-o- let" on site dl ring entire period of construction. B. Contractor shall provide and pay for temporary electric, telephone, w ter service, field sheds, enclosures such as tarpaulins, beiricades and canopies, as may be required. 1.09 TRASH REM VAL Contractor sh ll keep the site free from accumulation of debris and trash dur ng construction. Trash shall be only removed to , County Iand fi 1 site or ether location as approved in writi;ig County engine 1.10 PROJECT CORD` .Ys + 4r r Maintain at t' e job site one copy of all Contract Drawings and Project Manua,. Clearly -mark the Drawings as "PROJECT RECORD COPY", mainta' n in good condition, available at all times for inspection by he Architect. 'Do not use for construction Mark up the trio t appropriate Document to show signittjfa*oftr� w 4, made during,t a construction process orsignifica shown ia','ginal Contract Documents. The informatics given shall include, but shall not be limb the location crLU- internal utilities and appurtenances cor,ce building strutre, referenced to visible and accessible featur+9-'' shall be equal an every respect to the approved sarnpier.,`„ 4 Keep Fore#ymv ' '.. E• R 1 f,r:3 � Request for approval of alternate materials to be tlsir 4!12: ,conceal any biddin roust be made in wiitin to the off ` __--__g g ice of the And, recorded. not later than (7) days before the bids are , 3, i +,. { .. _... , Use red line aI'1 'clot"umi+iritil:' 5 nrcnghe 'arawings `:uea'S the'•" F. The bid shall not r,ode incl ude unapproved products. Unapproved, same 's mbc,ls le ends etc, as used on the Drawings to itlerttif symbols, g , , 9 Y alternates proposed by the Contractor In h},s,.:, bf,yi will nc+t ri .`6like material, P P i ing, et c. considered in the award of the contract „"•:~.^ .' '* .^+- `� ' ' .+ Y `�'" a Submit Pro'Jec Redord Documents to the ArIchitact upon comp n P P Iatso G. The Contractorshall make written request to Architect within of the Project arid prior tofinal payment. thir'ty.(30) days after the .contract is signed and before ordering„,._;. art materials requiring approval. ,.�. s*; Y q g PP 1. 11 AS BUILT Ri'�j� a, As built dra' hags of underground and concealed work shall be 1.02 NOTIFICATION OF OWNER: marked on a producible mylar copy of the appro priate drawings Because of limiting site constraints the Contractor must exercise to show actu' 1 locations of this work. These copies shall be caution to verify dimensions shown on the Drawings before site delivered to the Architect prior to final payment to the. layout work. If the contractor believes he has discovered errors contractor ,,* ,?* ' '�' vTa, r ':+`,':. x , n v I or ornissions, in the drawings or specifications he shall notify the Architect in writing for clarification before proceeding with 1.12 .PROJECT;>. r the work. If contractor fails to give such notice and obtain Contractor, sh y, clarification, he will be held responsible for such conissions and Operational da '#`y ,, r, for the cost of rectifying same. ''"''- x , Y g subcontract *,<) n'};. .: a., du a tsar mate. g a bi All contractors submitting �sub-bid _ i d or a shall visit the shall be Pi" 6 site of the Work to acquaint themselves with existing conditions, 1.13 SHOP DR 1CS• SAMIES MAT 1�.5 AND EQUIPMENT BROCHURES S The Owner h reserves t s right to take possession of, or use, any A. Specific I requirements for the submission of shop .drawings, completed or partially completed portion of the Work at arty time, saimpIas, matter ials, and equipment brochures are set forth in the separate Specillicaticion sections. Submission of all shop drawings When uae of adjacent premises is necessary for accomplishing the shall beet the',requiremerrts as set forth herein and as set fort! - Work, it shall be the obligation of the Contractor to make those in the SUPPILEWINTARY-4iENERAL CONDITIONS, if applicable. arrangements. IB. Identific ticon i All shop drawings, samples; materials, arid 1.03 SURVEYS equipment br hures'�submitted for this project shall be fully Boundary arid topographic information from survey by Weather ingtOr, identified byliProject, MANW, Location, Supplier's Name, Date, Land Surveyors, Signed by John Albritton, PLS #2791; Jab # 3765 , Drawing Number{ Specification Section arid Page Reference, etc. dated April 7, 1987. C. Copies Required: The Contractor shall furnish sufficient 1.04 SUBSURFACE EXPLORATON coppies.:of $t'op Drawings, samples, materials and equipment Soil bearing value has beer, assumed at 2500 pounds par square. brochures subrn'tted to "I his and the Architect's requirements. foot, with less than 1/2" differential settlement. If after (3) The minimum ritimber of copies to boa' submitted shall be five (5). 20, soil borings are made and reported to Architect by a Florida -' Licensed Testing Laboratory (as a part of this contract) such D. Timely S brnissions: The Contractor shall arrange for the values cannot be attained the foundation design on these drawings timely. submis ion of any or all shop 'drawings. A period of shall be void. The Architect will, as additional services to the twenty -Cane 121) days will be allowed for the Architect to check._ owner provide a modified foundation plan based or, reportedand return eaci. submission. r conditions. E. Contractor's Approval! Prior to the submission of any shop 1.05 STANDARDS drawin g+s, sam' lea, ; material-s, or equipment brochures to the A. Comply with the ordinances and regulations of St. Lucie Architect, the Contractor shah; thoroughly review each submission County, Ft. pierce Utilities Authority, State and Federaland shall ,affix a stamp thsreons, on which he shall signify his regulations as they apply tc, this project. Meet all approval and/o"correction of that submission and its compliance reuquirements of Standard Building Code , latest ed1tior, from with the Contr et Documents prior to forwarding.. to the Architect. there Building Code Congress, International, as well as Sc F. Architect's Red ' �yt T�ifY �ti l N3 equipment brochures x:'r1 `� they .have not be9Fi,^`i;4�„tI�I"4* compliance with th�#cr d. Contractor without are not approved G. Each submission to equipment brochures w111,^t the Architect and marked , l'YF ,%? 4fMY xx y ylf % 1. Approved as Su 2. Approved as Nd,* 3. Returned for Resu�Sf#f;'f'i�( •-:>�, °}" ri'��a-�.'�, `f' H. The Architect's approval ofa shop dr material or equipment brochure does not tell; the responsibility for arty deviation from forth in the Contract Documents, unIest°,. informed the Architect at the time of submission of the s shop drawings, samples, materials and equipment brp,...n sore same does not meet the requirements of the COntr submission roust give written approval to a s ci' from the Contract Drawings. The Architect" Oval d' relieve the Contractor from resportsibij„,Tr .. or errors in the Contract Dccurnentsi',r�'�. equipment brochures, rnatertAl. rgacti r I. The Contractor's approval and sub .r, to the Architect represents that he all field measurements fief catalogue numbers and sirnijSlr coordinated each shop drawn,) a the .wank. and Contract DccletiYlt~�*;z,� J. Commencement '4E'f submission of a shop drawing, sat +Sit Wy « material brochure shall oat be cc,r,(lMerr said submission by the Archirt accordance with the apprc+Yed'' vYraSyIT + rt i } wa Work preformed' it t fise Pf ,rFiand jam. meeting the plans or specix j; 1pt46iib,6h�r from site and reFlac}gd wstFi �iS� Owner. " y «. .+ s O'i,00 C_LEARItVG1 'i A 4 P .APT 1.01 REMOVE all topsoil, organa ewxi materials. Grass, weeds and roots are to be re County landfill site or to other- location approve '.:County 9 Y Engineer. Do Not bur .s -! ,r.-+,•:> *'fit ':� �-" `) x= f F, .a ��.n .j` 'k .. ".' a,st aml eta' r.•, 5 Jni4ss+It 4\ Q =1.02 BENCHMARKS AND MONUMENTS: Carefully maintain exi bench marks, monuments, and other reference points; if dist or destroyed, replace as directed by the Architect original position and verify location. Cost of replacern im .:verification shall be borne by the Contractor, NUT EARTHWORK ea1 FILL 1.01. 1 "Sat1's'f+BN't8i^+Jt E'.'."xz clean sand, free of grti�r. .,'' do let er a'-t.,s materials rc r �� - e 1 r oat inn s • P P� 1"t urn mci.tt.tre� cod s p , x + : compact i on. Fill shall have a maximum of 15% fine% passing a it200 seive. Contractor shall .submit written, certified test data frorn Licensed Testing Lab to Architect for approval prior to placing fill on site. Fill is to be placed in twelve (12) inch lifts. 1.01.2 "Unsatisfactory Materials" are materials ot} e,- thart "Satisfactory Materials", however, materials f arty classification that are determined by the testing labc,rzitory a toc, wet or too soft for providing a stable foundation wall be classified as "Unsatisfactory" and shoji be removed from the site at no additional cost to the Owner. 1.02 SITE PREPARATION: I.02.1 Clear the structural area of all surface organics and soils that contain organic matter. This clearing should extend at least 5 feet outside the imprint area of the building. 1.02.2 Following the clearing operations, proofroll the building area with a heavy vibratory roller to densify the upper subgrade materials. Sufficient passes should be made to obtain a minimum dry density, of 951A of the Modified proctor Maxirnern Dry Density (ASTM D1557) to a depth of 2 feet below the compacted surface. We recommend a minimum of 8 to 10 overlapping passes. Field density tests roust be performed to confirm the required degree of John M. Foster Architect 927 N.E. Jensen Beach Bovlewrd Jensen Beach, Floi ido 334117 (305) 334-3388 g 3-51' 1 MemberArrtericce v.s ;[ante AUTO DEALFRGIoAI P FOR MILLERSUZUKI ST LUCIE COUNTY FL. Sheet S P 1 OF E3 Commission 2E - 67 Date 10-I-67 ., `, :,: - ..a a.. , ,+.,. Y, . , , .Il _: _ ,. t ., ..v. Z , .o .:,. ,x ,. .:A.n• rF:v:.h ..y -.r ",+".,: s .'r ,...AlI d.. r w III t Y a,... a. .,, , ,.. .� .. r `, . ,. .: a , .., ..:., l .., .. r, ,. v... .. , ., , , , :.. - . a , :. ., . n. 3 ,t, x.:. , ,.a. , ,-. e. � , ,x. ... 1 r , ,'S. a r y ., , . . „ ti . i i :, I I 3. 01. 1 SLbIMG' R cyI arider `test F nd r .oar ._a.- 4Y s ms. dt1, tti'Ps fr ,e # o t br a Wf_,.. hall ,b re _-e tin s e 5 nUlar space s e , t t n.fct irr send -the ar c concha e x 9 , c1e P �.. Qr0 , a _ i arse te_t er ,: `.. n r�imlorn test:in fre• oche s P_. ' CONCRETE s ... ,<.,,,.,,, , cc,rnpa+cticn. A r i 9 q Y , DIti)ISIDN +.. I ,. , ,,r,.. z rade. - ' :;,s , a ,-w,,• ,.. care feet er fcct of ctrnpscted. _,.ub ,:::" "lf sq P 9 3. Q 1, TESTING GRQC£URI :.,'e i ,`. ,<, c ,r ... ,. rcvedtests fc - r laser .cr ether aPP 6 rock: x I,�,:.arrk7.,.-..,. SEWER Tests_ Lan > Standard ,,: i, 1 L sty. P, a YF . c fanned _ »^.- : ,.. r m the builder, .ar_ea �r t �.... ,.. F:_.. ,�. Fie r,ece_sar::. tc. b a 9 .P�.- P... , :.RK . n�,. s 1 Y 9 ONCRET EQRMWQ _ � ,, :., 1 _ the 0 ------- .,t . -a :, thin rc ress cf _... ..----"_. ..,. <..., 4 s.... T kez._.r Ii. _,. ... �Il • .,,, ..rrrtert.• nd radeshall 'be perftrrned dE 9 P 9 �:�• _ _ aiz� r e) 9 fc,urrdations per-.ASTM C i 3 a. � � r .�.. .. r,si st �,f clean ranular: rnateri ai s. TMe''fxi l' .,,, 5 J title C E d H kiE.,:. -.�: re. and rade shall be reset cn ::. Y.... ., not. true. tc li r arils cr ifractI:C,Tr;.thI— I I 1 rIr, rr�,��*.r. ' work, ArFr 3; e 9 cubic _„ ., ., Y P t y_ „ _., :... , d -.. P " orrs a b a 1 a ,:. ,.- .. ..... •<m.... ', .' 8 arches and corn seta re d).in.loose la. ens �f 1., tc i r, hc,cUld be,s a x, t., _ U T rand safe des.i n c,#' formwork as th rasp Y : _... ..... „'.,,,,:.:._ ,�.. s P 1 n rade. 1.01 ADEtt A 9 �-' , c Ai;rd�r`� „n,�+ eaa , ,' S r a,1a nrnent a d tc rcvide rc e 9 „ from :m each; des sf c,ur.`` Cure. y„ x,_, ,„ r r ed d i rr P P 9 c Y P.. s, , K r''- a g... Recar mended:: .... :.,:.: ,,...,� ..,,,�"... _ Pt � f' ed.+r odor Uer,slt' The fall._._Marld e te.,d t �.,, -,c- cf cd. i. - Y. ... � °. tor. :[,R Ia:G tree rc,vxsa:onS of '. ACI :. - „_.... --to ,9 of he Contra PP! p at: 14 des :s crne:; at 8 days;tne, he^ i°J salt )"-e' ,r ' A I: de:a art. ....,,.. .. - . .,., , r' tructure. e- ma 4 :e the inn tin _ar n. cf. t ,e s ,:. ,.. II .�47 are shah b P least 'feet. cut_id P.. t e Grac xca for oncrete Fcrinwcrk AG Y c, , In ever"ai water main shall be:: _c W "TER -PI e Installaticrr. g , �-I 1., P.3 A an ,, �, � t c f .,.. inch s d:.: ., „ _...... ... .. ... `r 0.:' s oar' fee.. r rt c r.. ,r iier,c i.` cne'te_t.. e 4..,! 0 a ,., I _leaves-s arse r n r .urn test i r e � P.. P <c .. .:.: f taon.. TYrstal i 5 .:.,. , '.- r� , ,�• .~ti•. .. , n)..}n g:.":. q. y.. f-Wished bf-t is s`eC3 Ca ,. r` :.nd. Y -..,r over of four feet belc,w i p s -, . rc,v a de a rnl rr x:tniirn. C > F're are acid mark 'a * vy , ro4e , g liar! c as to P I b P r, ,f..'. ctfier wtrk, .. ,.:.; . ,,'�, .w,,, .,i 'F_r :1.'.. inch I i.:.tt. I:,: r ': a red,: for faster.i,..9_,. ,. ctrn'a=tad till p P refuel othe #astern devices eq.a d-, ;,,{. , ' ` #itt-ir, s va:ves and hydrants shall be ca y ,9 ": rrd ender,t Iabc,ratcr , appr'oeeerd �tl±',t';�!,... � w; gr dE , F Z Pe, 9 , : i eP C , -: , r, W , fc i n s cc l urorr5 antl Eaearns. ': e form arid t , , x-ec'r'_, .w, . -r rna e' While the are suspended over th ,... 9 h;ar�cled to avoid des g Y J ;,.. tests paid fc,r tay the •Cc,ntraetor.. , ..:... ,, { E. 1.03 PAVEMENT: SUPPORT , ,. c, facts and :I: .'>::. :. r„ '°.�r,'p - ran thee. shall be ins ected f_r de r rich . eftre love Y P red t c ..the. c is h l . 'a ,;-...,:.,. . r a+s r,rc be succe�sfulll' repae r `het slabs shall be Y TMe =firkin .r,d c.rivc c e y Y P P P 9 1» 0G ALL FDR and 3tix i under cone e 9 b C3 - - r t hammer to detect 'cricks. rIry' ILIi rlar� wa h a li h c) Tf final. cylinder tesE is bee Wn �,ci,n .. r< - avrn rf. The this nirnum.. avernent sectac e g r , '- .,crP-pert a'�:.tlexible o� -. e p , ,.. watt d before Sacernerrt o ccncret:e- _.,. i::. f I��. the Rrchitect ': may require C`P,re t-[.3fis„_ ' .r. d ir, c_l, c; �. tr r'• f,.l:l_w,r, ..;. , hvE1 9 -`- to avoid the entrance of re hall- be taken r '' 'r be made er ;ASTM C:--1 I r I f ' ',i'r;Sfs k �i#t',er p;<pe xs Iaad, ca s Wails columnsides cif beams hours Place tq P:.., i _ Qc3 FORM RE RL . s , h trench. s ecif cation ccrr,crietc.'--jr,,,r %i xs,. , •,., ` Y . • '' des t ,or water. frtrn t. a be::belcw.. P , „ , , .+'.x , am::.un crf... c7-.rr_.,,.,.._,i.5c,t radeiwatM a;marr...ti - - a:.. raa,namurn and Ia test cylinder f r ,r E g mini niam. 7de s antl slabs, 7 d, ay ':'' ':, relaced lacedr without cost ::to the.' Dwnar• C3'tth. "_. -� s ands slabs::. P , ,. , , ::":< - -; t c y50-.. ,_ f M.e,d i f l ed:,. F roctor Dry , st n th. Hearn „t n /s of re oared re 9 3r- - afore bait, ba^ea irdica. g �... qj';. =.s .F ', a :tl :Water Line. 13 9 ,:, re l" ed af. no cost'•to.r,ti'. �..:.; ,;,, STERTLTIATSDN of Ccrnpl to .. �= i +. , i'. repair shall be p,..aC, . , ,. 1, �}:: r s: ore ;:unt I 1 CCrnst a ct 1Cr ,. ' >, a., t d. cart i n cconst uct x c,n loads lsha i t `:be e h d -- ' ..ne shall be chc lc rinate 9,. e 'the e-rrtxre -cla.. ere sites:'shall::be,pees^formed':.b ,the „q„,,,.;•. ,, p deed in servic , d'icates,that r : aired' test c Y , ,, �t„r_. - the fc�l i`c,w-in rnethods. liquid chlorine 1c,ad have b r, removed, "If 7 dray test in q �jtc, r„ n rna be'a lied b 9 t _ CMI rit PP Y ,w , ,_; .v. r .n suit able ,..p Y r ,' be emoved .. .,, ,,. '; ,::.,, „'I ,. ). .mot a i 1 i _ed sub rade r. sa. t fcrrnwc,rk shall net v: ....- ". ,c.1 ,a. b 9 -.,9 Urn stre th` has not been reached, Zo � :, „ J, as. .:fed. cr. calcic 9 ..1 .' y r•.;u.':,.':.,na . - r ct c 1criYre. ,... 'rn lurn shall be es, .x,:......._.,, r.: mixture di a h... _.9 d7 Maxamlf s -,_",..,,., a ,wit , P , r Dr 9 Itec '. - .. ,. _, .. ,... .. r,f M £a d -:Pre ct c. t rch , ,a' . ...... .. .. ... : .., _ ,c �.,. E„ .. ,.. ..6 _ the':: Cdl - e Y �;: ;, races vedf'frorn. h >�.. , ,^., .: ,,.._:x...+ .,,a_.. :.,. r .. .t. ,.. ,..,.... tati1 written royal has t>eerr : e h. c+ehl rite and Wat er mixture. tr P,P '. ,. ,._'_ ,:. ..,-., ,. ,.', ,,::. „f 4` sa ma' be used for:':. the Yp �.. _ ...-;•.t,. ., �r .,, .,,._, ., {, ni r_. - ,P Y �.:: - ,. t 5 all .be '�.aC@d �':"?;,:;,... , „ _ �.01, 3 TIME, Ccncre e h �, i=:ier5 Utilities shall be installed irr accordance with �.01 SHORING NI) RE5HORING' adding c^ernerrt arrd aggregate o1,,,- -S_. 4. ttt3cw"tt�r • .n title. Test irr shall be fir, „ r^ ,;irereYits 'of: the bualtli g C.. 9 'led. to ..tit re erred and and AdmixturesMax rmu, tithe ^I- I I lt, tk'e�1"+?, ',. r . n { r , :''.,, r ., t irnEroek base, ccrnpact,e ., 'It - - �> � - rat d.01- T CLAN for shc,ring :`arid reshc,ring shall to p p -' _ ' h re ua ernents e,f the State �,f Florida Departrne t oYfc rm tee wit q r - , as apart of '. ... , ..-... r. oral En sneer P , _ c � r ,., _ Re istered Stritct g fska�,t� c,. shall the 3@; mancttes: Cgrntracttrr rJ E+u 3 in' Code and arty c,ther signed by a crida g ofErr iirornnental Regulaticr,, i d g 1:- rrnwcmk sht+tin and:"reshc,ring shall be inspected consecutively ail ccnrcrete deTsve^y ,sy3i,,, 1 3 -, a ilea l.e uthcrities. the Contract. Fc , 9 y,. + b , i $l. a.. oral and time of :mixing1 tune c4f deii,ypr`^.; ,,, ;: , ..., . ,' '' ,.. _,e. . a_ halt ic. concrete wear ng... PFr�.: P 9 g o f „ jl �:;; ar,d approved :xn writin b a Ficrida Re istered Strc of:-a11 del'1ve,.-; a'1'1-P'a':. <,,.,`:s. Indacated, Cc -pies ry, , .,,,„ �',�.a ,:, • • 4: I. 11 a ., t ,,, err d , :,ad , t of the Contract rl.. r _ i.' Engineer as a err , ' « _ ' i Contractor or, ,a monthly .bass to the Arciiit,, x :':0 "AVEMENTS AND WALKS a __ --- ----- ) ,< .. .. n it twist er T.,,00 "'a r.care.. feet - ,r ,. r f the: ., ", _,,'e,' ; k r .: .,,,'} :Er e..<. r.E de s v P q : .. ., 2,0l.'2 SHOR G shall riot irnpcse loads on Oc+rtior,s z' r rr n ...._�„ c.. - f cm::'a tic r.:shcrirr ,<., ... d e roes t c c Malntair >.-n, cl tr,.E.,. r t. e d _: P 'si r, Lc ads..._. g_. 9:. , y g In excess; cf De ., `�i - R far to Cavil Err ineering Site Plar, prep red.`Iy Mr. Jc�eph strccture 9 1, 9 ,Y r.y.ti d'RU ust+�8 18,`, entire projec L r+ch F Jab it 87 date cg y ,*^ <. _ .. r' n t,....f Trarrs c,rt-atior, Y.,., ,.'- P ". ,.,t,� :1',.t..=t: ,cr=rZ:ticntic.r �,f f-.1, rides: Depa tr en w• p ne . r t::r e des:i ri ar,d lacemer,t of the .pavernents. The ..I <aI l', .i_�e .g P , °.'', +.' III - .qi r rnerrt should ro✓Ide:'s,itisf�2ctc -y . N7S..` -,c r ibF•d; rnan,rnsun re a,i e s P<.. --. ''.' :,, „ , N NTRq-TIQN .J:Q1.. , .^'.. �',,, .,.,, '"E , Ter. q. ,..Op, ALKS shall be:.4 thick poured Poncret$+, With Ell, x 6 #10 Qr3� rD E%�AI�.Q ''-N Fi_L7 :QO____Q____ .�-__..,._ I:" y., =.r., .,r„,,, r`' fc,.r !Jte expected vehicular :traffle, - 1+t ,• I-' +;Y�„' r '• lcled wire fabric unless otherwn,o shown:c,n t'ri'e Drawings. gam w oints a 30' SHALL rovide concrete exparesiC,J f slabs. Provide 1,Qr1 CONTRAC -R p '- "h t least one i1) inch abtve, bc�attom,A - Res- se m s a _ win s' ,,:.: "a'. <. ,r r, the D a , �,.. r I NIP•1G a Sky and vrhere ndicater _c g x 4.. t U I`L D SO. 5 a orr ; cc rrcret wa .. _ __ ------____ , , ,';, ad acent Qt . C. i .._ .„... ,r 'Si) 3i �:.dia peter cent xrtUC-us. .)+ •, _ ,'s.:; ^;i -Y, 8 tha kened edge with toe. ,. aY. _. ed in Davislop r.2; Section 0�602 Withii):Ydaarneter and as pre c,usly specafa r a is rcwade. 1.._ thickened edge . ` `,; t c 1 err sc rt , _._ P , . `:, . •, LL a h rein �.. P g f treatrner�t for Termite ccr,trci,,.,.. s e ,+ v Went`: sub ectian 1 4. 1l asphalt rrnpregnated 'felt shai i b used s c' , -, irru us abutting... pa er ^e spu:ciflec.' Irr add-itian to the regcUirernents of the e itr,l ss otherw a noted on the Drawings. )' "„ t.:-. he manufacturer s instructions and : f' " „ e. re. i f i cat Itr,s ccrnpI wa_..h t I , • I 4, Y , 1. 3 DNCRETE WALKS sha13 be pc,trred c,Yn fi,T1 as . , :; - dos _ _ ,, '.� and ` „ '' ` TE ' ACI-. ., '"'., ,,,I. + .. Y Tr t urn :a ct ed soi 1 under al;l slab's ;: ,r ` II ut a e E e�•y, gage' Cwai^tr*,J, , u"nry* : L a p r ,vded earth er,r Us sr-,a1I1111 1 ,,': acs h,, l 1 be I t d M .cc +_ 11 . k9 1` , .,'.1 rnat E'r l a 1 s, r,st ai let isn and t h A _. -.0. ''t:h W�:r with n t" ❑acC..''r -, .'.. 1 Ir,- '. In t e f r:et.. ck where =howrr, -,r Dote 8y Description Revised /q John M. Foster Architect 927 N.E. Jensen f3c.ach Boulevard Jensen Beoch, Florida 33457 (305) 334-3388 878-Sl l l n• r AUTO .�LERSt-OP F^r, ? ,w 11 �"r'EsP' x a- , R r, f `.. , .. err..• �- F air _ 11 ,r ` !y ZUK I E '. C�_ _O�JNTY ST L U FL Sheet S P 2 of E3 Commission 25 - H7 Dote I0-I-s7 �_ _� h,. a .. , e'L..y.. , r ., , p II II 5 +t. f Y..'+ h , 3 ,.. '. r, x..c ., ,v.: ,. r.¢.. .. :.. a 'v^+`. .... r"r, a I t. a,- r. .4 2` i v"'. ) h I , ,. k Rn,+.. „ I. r :. i.0 ... 1 l f 4 e i ,., 1.Qt2 ontractctr shall furnish arld install, or furnish for other" or ackfi11. " ++; + m trllades wt•rer, required, all rniscellarleous metal, steel, and metal _ , 4�„ r . 'z;„ : , - ;cieano�rt c ,er+xn s at Gcttcans crfall Cells tc, be :' falG4ricati:.c,ns including but not limited to, hangers, anchors, 1.11 FRO7EG wood products delivered to the Site from wetting DIJISIDN SvEJ, - 7H';?'rMi'i.Fi1+iD"-' F 9 w •. . .r: when such Ixft-`or Derr is f&njts plates supports, lintels, brackets, and other rnisceilar,- and moisture •ain by storing or+ elevated sills and by covering ," ,"r+.. "l ,F, ;' f, .- ,. ,.ift or. pEur cf grout, P - • �. �.. + ;f 4 feet in height. Seal cIeanouts after inspect ton eons it:.ems necessary to frame or support the Work, with well sec ed waterproof covers. ,"yq,r�r;,y" rtjI�y "s o r re aired lines and ':, , 1.03 Provide and install expanded galvanized steel rib lath on 1.12 FIT fr ning closely, set accurately tc q 0r100 WATERPROOFING '1,." atJ ir+ bolts, straps,... hangers, inserts and ether ' " "yaivanized steel hat sections and angles as shown or. the Drawings. - levels, and s ure rigidly in place. Set horizcrr,tai and inclined '.+ + :r 'y!,' tI dr-•vices required to- support framing '.arid '_other , as,:referenced n Section 09800 subsection 105.5. - rnernbers with crown edge up. Do not cut, notch, or bore „ a "c'.'"'f x& coot^red,.`. as the wcrk(prcrgresses, structural rn nbers without the Architect's written approval. 1.01 GENERAL: The Contractor �J+§�rt,l"-'i('- ,i , �1.04 Provide and install galvanized stucco stops, expansion bolt, nail an spike in a thorough manner. Framing rnernbers shall labor, and equipment necessary 'fo)'T,, :'' „" c_,r_rete b1Gck in rur,r,ing Good with successive courses ..` )ci,int=_, vent strips and other accessories as shown on the provide full intact at all bearing surfaces. completion crf the work. + ` r` ",. ti 1/3) cf: a urlit,. Mortar �eiint5 tc be 43/a" 1::2) , 'Dr'awings. ,l,lE�' s ;r,¢icats•ci ct''.Prwsze..r; the Drawing.=. I 1.13 STUD WA --S AND PARTITIONS SHALL be nominal 2 x 4 studs, 1'- 1.02 INSF'ECTIDPJ: The Contractc,Y' 1.0„, Install 20 gauge by 4':.inch metal back up furring as called 4' err, cer,te unless otherwise noted or required tc, accornodate direct contact with or having an;ef`-fec" f" `*"'+""' 1 to verif locaticrr, rn hail 1 ,r. electrical s sterns. Unless otherwise detailed all "'° f1=' +' ',? "c •.. i,:e t:-e"rUt., " y bracing ":._,s ' eq:uired : to suipaort new fc"r on the Drawings. Wcrrk with various trades y ec ca c y , defects are found that would hs�+r5 an'•. a . +r than 2 r snouts devices access doers recessed "')'F, re'tc-.h1�c`x waiP..panel �,rd ns rPq.,ired Gy Architect. :crfl" fu ri;ng. .Secure at each support with rot less panels, vale ;cove s, cle , , , erection cr completion of the instil$ .iaa,,tiv +"Y * fa ten rs. A1iow for 1000 lineal feet to be installed behind cabinet bore etc., shall be mounted flush with the ad scent �.a -chlalkD aids, t.Ackbc+aids, mirrors, and other items fastened to ) Contractor shall notify thQ,prct't'at� z, a.Y,'ll,- j, ,7Ilk,I ' wall surfaces the defects. If the Con'r3", AtI' r�cee}3s f ,' r a�I n _ ,^,.r. I. waills s the Architect may :direct. effecting such not ificati'crn, ,a±t rilra''il ,::TA acceptance by him of all preceeding rr)or^k a, rr ,. , k ;',,-- ', ,. - ,,r-'all '.4r^xsh aIl!rnaterials, 1_�06 at Channels - Contractor shall install galvanized hat 06 0 FINISH ARPENTRY 'Ftrsr,a* r r e-c. _ e,' ` r.' tr,r- ir,=ta3l.at ion and : 'channels :as shown on drawings and at 6 c.c. over bar ,7cists. ', 1.03 -COORDINATE waterproofing w3'ih..r_;4r , ,.':, ; , ,* ,Side i -nominal' 1 112" x 4"r verify actual dimensions. I i'1, pre sions for their work so as to avoid., t v i i 1.0 GENERAL Contractor shall furnish all labor, rnateri'.ls.and Protect completed inernbranes from darnaga Ch'r''r „ ` ` _1 ��' - r r , ,f Finish Car entrI work" ',:: c"w:r,.: i cr wtt:tc marble sills where '. �.1 MELD MEASUREMENTS. Take all rneasurernents in field as equ:prnent ire ssary for the ecrnpleticr c p completed. , .r.;;, h •=r w r M .,. . , t(t .,,F::, +; ri. req,uiir d to verify c,r supplement Ghc,se shown on the Drawings and as hown or, t Drawings and hereinafter specified. �: ,'s +. `• assume responsibility for fit of structural members, steel 1.04 CONTRACTOR shall furnish and install) rt*'ha ! : -., ,. ! o- sts other strueturkal steel and miscellaneous metals. 1.0 INSFEC.IDN. The Cc,ntractcr shall examine ail w a vapor Barr r n r .. ,r e , .,. + ,i c c..r "n an effect on his work. „.,.f art..-..r3+'a' 9 Y ware mesh. Protect from darrta a urrti l • #,l� '1� " .i,d r SEctxcr+ 0w100. )f r direct ecnta with or haul P ie a de farst figcr slab rr d4 tt 2.`02 SHOP DRAWINGS: E'rc,w de fc+iir sets of she+p drawings for review defects are found that would have ar, adverse effect tin the t': .:- va1 b the 'Architect si ned as acce fed b the erection or c' n letior, crf the installation of his materials the ,T,, t" ar( a prc„ _ Y , 9 P Y P , 5 ;, I ` Ccpntra tor. Contractor shill notify the Architect in writing crf the nature of 7200 INSULATION the defects. If the Ccrntractcrr proceeds with his work without 3.r rr effecting su not ificatior,, it shall be construed as art + d. I �,,�I . rLr1 GENERAL: The Contractor shall �.ftt}>`5ht,i3ri , 0,�1700 OR�h1fAIE-I TRL METALS acceptance by. im of all preceeding work. abor, and equipment necessary for ..tr, , s,arr ', i- -- - nplet ion of the work. 1'I.10 Prc+vide all ornamental metal as shown err+ the Drawings. 1.03 STORE A wood products indoors in a dry place fcrr at least ,I, k;N three t3) day ,:prior to installation. 1'02 INSF'ECTIDN: The Contractor shall ,.t " """ _ 2,01 Stair .rail - alurninurn pipe railing as manufactured by Porno drect contact with or haven an effect F5x, ) Cdr crrationAlurninurn R Steel Fabricators 7146 N. Haverhill Rc,ad g o rz p , , 1.04 USE D Y hot dip galvanized, or alurninurn wire finishing d fects are found that would have arr, 0� 0*sr :rt '$ West Palm beach, Florida 33407, in accordance with approved Shop nails and scr S. eection or completion of the installation �.if't1 -1,, Dr}awirigs. Provide lateral rail system style L404 with: C'tractor shall notify the Architect in writing t �' 1.05 USE LON ST len th ossible tc, minimizze oints. bevel or 9 P ) t defects. If the Ccntractcr proceeds witkli� :Top Rail - 2"O•D. post 1-I/2" O.D.; lateral 1-1/2" D.D. and wall mitre cut aId fit adjacent pieces to make joints tight and a ecting such notificatior,, it sha1Y. G' ':C.°�: :a" r�..ta b locket PAS 74 with C' O.D. rail inconspicuous Shiro door frames as required to provide square, acceptance by him of all preceeding work. `'+l, + >'` '"`^` pl um frame f doors. ,; r" ` 3 , ",, Z.,102 Ornamental rnetai shall be alit ed b assernbler. - - ' P Y 1. 3 `t"f"'ERIOR WALLS: provide 3/4 sprayed ce-I1�u 6i r<'r'�i,wq , , a ; 1..06 USE S REWS concealed behind stops for door frames and "? s k s 1 : r, :}' `' " t ran s '`. - 8'.IW3 'Set railings with Erntccr" grout unless otherwise shcrwn on windows. Ot erwise use finishing nails and set into surface and 1. INTERIOR PARTITION INSULATION: Provide: p 1, the Drawirl s. putt S ac fastener, s in regularever, and inconspicuous I l :w'.`: g Y- P 9 9 P bat insulation in partitions as shown on the Draw.`1 c ., i pattern. �^ '` } :,;; r 1. ROOF INSULATION F'rc,vide erne layer-cf .�" :�"'i 7�ry� ? �c+-�s£ I, 1.07 HANG TRL and wcr c,d swinging, sliding, bi-fold and bi- fi r lass insulation aver entire roof area betwe parting d-crrs plumb, free -swinging, and free -sliding. pa _ls and roof structurals. ,. r ,4,. .. `. I '., ; ,,. , l i C a>. r. ` - + - " i , iI DIVISION S-IX - WOOD +% PLAST3C5� 1.08 RECEI STORE AND INSTALL all finishin hardware as '+'1 .,L +^r �ri;,,q r:: �. 9 1.06 CEILING INSULATION: Provide R=-1'9,•f b a'"' lass- tl- t't f � ";-ct} specified- Install using manufacturer s templates and to _ over Cx� and 2x4 acoustic ceilin : one "` r 'ti' g P lS arrd c3i•*ywal " `ii 133"r` t ., manufacturers' printed instructions. - t) ,s _ , „. r 4 rI;,rn tc ire latest editions of 0 100 fiDUGH CARPENTRY 1.09 PUTTY A L trail hales and hand sand finish surfaces to a ' .. I'. smooth finish read for finishes. 07500 MEMBRANE COUNTER FLASHING „y .,? 'ii*d ' ' - "yrr, r,,r-,r icati�•n ar,d erectecrn crf Y . ,--br . ,te'_* e•c,eti ter,-. 1.1011 ENERAL: Contractor shall furnish all labor, materials and --- -`--- egxiprn nt necessary for the completion of Rough Carpentry work as 1.10 REPLACE ;or refit all pieces that shrink, opening up points. �„` +_,. ,re-rti•-r,s "filch develop the full sh�ICt11r'r n:the Drawings and hereinafter specified. 1.01 The Contractor shall furnish alp- ,,• , ,_' 1 root el ¢ al ' 11E3tCrY o& +' wit; cer rr-rmitted except where welded , '.; - 1.11 FINISH �trirn shall be clear fir"Colonial: type, glue at 1 equipment necessar for the corn fete lost '" ;'t. r - fr.r ':cr, the drawin s. All 1.14ir:_ .INSPECTION• The Contractor shall examine all work in Y P allti,ruas yq'` c,,,,r,=d g joints and cc r,ers. roofing. r .c_ -tecr wittw,, coats cf rust inhibiting d,iirect contact with:or-.having an effect err, his work. If arty „ r " I , „" ..+, ,,o .,," ,-rIo c:r,,t• dgfect ' are found that would have art adverse effect ern the 1.02 The Contractor shall examine all work ir, '"' c 4 '' � erecti n,'tr<ccrtnpletion of the installation of his materials, the 1.12 INTERID TRIM shall be clear "Colonial" t e f IIr doom zi+` •., YP with the rnernbrane roofing. If any defects are fol r 1; ti3at .4I ,,rctrr=, c:�,rnps,. b,_1ts, screws, etc., required: CciY,tra tor.shall notify the Architect in writing crf the nature crf casing end bae rnateriai. have an adverse effect on the rnernbrane roofing lost ila`i`t,t*n., tl'1'e ,.• + , After fabricatior, thoroughly the defects. If the Contractor proceeds with his work without Contractor shall notify the Architect in writ' "Ik It e ,,,t- , -:•.,t (,f-ri1 based, rust ir,hib;- ' effecting such not ificaticrn, it shall be construed as ar, Contractor proceeds with his work without effecti'z ' g 'i'h i s ,:. s,,r„ acceptance by him of all preceeding work. 06300 WOOD T EATMENT •II notificatiory it shall be ccrrrstrued as an acceptance by hirn c:,' ----- ------ �",..+-,- a:: areas where shop coat has warn,- 1."03 SOFTWOOD LUMBER SHALL conform to the American Lumber I aIlprec`eeding work. ,r v, ..r - 1.01 All woo in direct ecrntact with concrete, rnasorry, err sc+il -', I :-.E ; ! ` ,�.t=i , , ,,'>iry ?:t`�e same-: brand :'and type of, Stlandards "Simplified Practice Recommend at i on R16-53" for shall be pre sure treated in compliance with thle requirer'J''ents of 1. 1.03 Membrane Roofin sh 11 be brace SW srnao - tc}rrelated dry sizes• All lumber shall be air seasoned and kiln III A 1 g d tl-. <_.ur-faced rice-narli- the Standards'of the American Wcrcrd Preservers Assoc at icrn. pp y is cal ly attached rc+of system installed and ire, pect ed per ` dried with moisture content 19% by weight. All plywood shall be cc+ncentrat ed preservatives to ail cuts. I: I. manufacturers specifications. for 120 mph SCBBI wind _one. r ,11I'-be 1,4' A-3L5 unless otherwise, netted gi'ralded and stamped in accordance with U.S. Dept. of Commerce GIroduct Standards PS 66, and the American Plywood Association, 1.02 The l base of 8x8 columns shall be placed- or, Il gage a) Membrane shall be GRM - 1"�0 ` ;, galvanized teel shims and shall have three(3) coats '< ;; .-;, a.T: .+.,..,tee ,"!;., tie E:-O ox unless'att,erwise noted „; 1..I05 PLATES: AND BLOCKING Concealed blacking, bracing, and hailers concentrated reservative brush a lied. PP b) Rc+of Deck shall be as specified ir, Sec-t. is-:n �� <54�4�. st(elI :be `utility grade. Furring shall be pressure treated I Sottthe�n„, Yeilow Pir,e, No. 2 or better. Furring shall be I c) Separato Sheet shall be. GRM Separator Sheet or ASTM T ;a- 1/1 , ••r;--'irigtal ed using shims, as required, to provide true planar 06400 ARCHIT CTURAL WOODWORK cm IV fiberglass felt sheets. r surfacs-for`finish materials. --- ------ -------- Le.:_ ,;,r,r:-_='..: r ,r,2 erectiv_r,:. o�f steel )oasts 'shall 1.0~ GENERAL Contractor shall furnish all labor materials and 11, -'..r.r *''�:':.atr,. •t�;l=ter„ ;�pecifications'iand Lc+ad Tables" `1.06 'THE CONTRACTOR SHRLL su 1 and install all rough hardware ' d) Fastenersshall be Zc+noTite or NVS Base Ply fastener=-., PP Y 9 equ pment ne essary for the completion crf all Architectural +, r, e=:r�- w, ._ Estee. =_'i=tTi � rid,_.. ted by'. the Steep Joist I.nsti- :; :including. bolts, plates, r,a'ils, anchors, brackets, spikes, Wcro Wcrrk work as shown or, the Drawings and hereinafter specified. e) Priming -All surfaces shall be rimed w P * I '^ ,-,h +. !-I�,v_ ,'•r.wr, _n'dr^,winls , all accessories and screws, clips, hangers, and other fasteners necessary for P ith GRM 5,e r`. , leticrr, ;of the Wcrrk. Rou h .hardware shall be hot di Frrirned surface shall dry �rntil tack -free. „",. ,�rc; "-,r;.:r r 1"%'n .e-tt-'lr,�tnl-"latiori:: • F'rcvide shc,p' ;, eel.,p : 9 P 1.0 INSGEC ION: The Contractor shall examine all wc,rk ir, i . y . ..> `.. ,. r al.vanized. cRou h hardware exposed to the weather shall have direct conta:t with or having an effect or, his work. If any ,=.II... f) GRM bas P F,! ^-.,r...._ a,r,t , F,,_,. , L& , _r equal. g.. g an adverse effect •:ern the e ly Tape shad) be 8 roil polyethylene tape. st3tab1e prc,tective coating. def cts are found that would have I I 1I ere Lion or c:.mpletion of the installation crf his materials, the g) GRM White Coating - modified solvent acrylic. r",,,,, „ 1.1O7 I7HE CONTRACTOR SHALL provide �arcch or's t. blacking etc. Corr )^actor sh 11 notify the Architect in writing of the r, Iture of .� I:. I. , n r.qu r d%b other Sectionisto be buiIt'ir,r Pr•oir:3de rounds a d the defects.' If the Contractor roceeds with his work. without ,I t{ux y ,e 9 P h) GRM Flashing Strips - 9" GRM Membrane Strips iGRPt-120!. ,•', r,,, -,stall Gcld Eond or :equal , aluminized Isteel ,,blocking for all Sections. eff ting su h notification, it shall be construed r as art *• ;L, �>te, : .it,.nr= :. pa, t girt, system InstaII per rl- acc ptance by hiof all preceeding work. h ) GRM Sealant - Urethane sealant. mTr':4f,,z x ,-,-, ;e, -fi::. _,. s. 0E-3':f taPPir❑ Type S-12'.bugler head 1.66 NAILS SHALL be. ring shank, `. stainless steel for exterior ',, ': - ..F. r `12" _ -r W :r•k. �Sibdril'I where necessar . 1.' Plastic':Laminate finish shall be t e and color as selected -r, _,I.w,,:.=-*•-N, _,1 .:rr-- �c �,c E'u at c• :screw lerlgt}'i Ishail '- a, y ,t 111 YP :.1.04.1 Ir,st al lat ior, - All GRM rc.c,fir,q rn+.,=..t L,e applied at .e, t! ' ,.s" I_r er`.t+,ar t-utal dr yw al I,tflickness at any ` -' I by.. rchitect.: surface and ambient ternperat ores of i. u�F or :,Gave with -ar a r R• } ,^. ' ;, ,,.'-,,.c]- .: rA-e-r A3 M r`,;`.i,. 1.lft9 RILL BOLT HOLES 1/32:inch larger'th bolt diameter.' :..Use y +r_ct!,c- conons. sgtrare7 plate of malleable_iror, washelrs`under heads. Re -tighten 1.04 Shop D swings shall be submitted as per General Conditions.. -,be ,. ,.,- 6.,=f-tZI MC bolts Iaminedx at a ly prior tc, concealing ':anti/orI, final inspection. pre' iously sp ecified, a minimum of four (4) copies shall be 1. 04.2 Install a GRM Separator Sheet or Tye Silbdri l for lag screws ar,d; cornmor, screws,, using square plate or pro ided. tIII -rr 1e ` .- lI ,1r alvar,lzed hat I,. nailab e=iron washers Linden la screw'h@ads... Fiberglass Sheet . randomly nang in place with apprs.F;riate 1.�r' rtr ,ct-:-t-3'r, i _t,., ,_r rt,f. Plated g �. 9 Base F'ly Fasteners. ,,tars., a .•%-"r , : t*.e Lrr;wArgSZ.. All '-.at crar,r,els 5ha11 be ,,r_ t.0 EMOVE wc�cd. ,rlrludar,g forrn':iurnaeri scrap lurnt]e"r, shavings, `. +u:r-:e,.,•.1 t . ,:..e ,•. ,r f-,r.c -ter, ,nar:.0 kctcirer. ,.. 1.04.3 Install rows of GRM Base F'}y Yape :.eYery,r:3,,":' ,,rid nail dcwr _r�,d sa dust irlcontact with"grc,unt q^eave n wood buried in fill - center of to a ever 8". c,.c. With a, P Y ppi^cipriate basi:• Ply Fasteners. 4 I 11 -. r III : t r, „k r h . ri "fl_ . , r[ , . .. - ...... _.. .."i., '. „�. s f s e. 5 `.a:.a r l , ... , r E. tw"d��x.Y 3C..... ,.._, 5v a.. _ -, � ._.. r. I- � -' _ .- I , .. .. .. .. _.. -;: ..- � ,-.. _�.w.x.�..k •xst�.,.J�` .�+l. a-..... ,..ea n: ,_.. .,_.... *.,.-t ai... eua .. a..,k.,..:^.- a�`:�-,.mom`,.,.^a..., I ev Descitlxlcxi Aem sed Johan M. Foster - Architect 11 927 N.C. Jen Ulevarc 11 Jensen lorido 334S7 (305) 334 3388 878-51 11 h1embernmericen Ins 'i'e of Archirects AUTO DE+"+IE,gSHIp FQR MILLER/ SUZUKI ST LUCIE COUNTY I FL. Sheet S P S OF 6 COmmiSIOn 25 - 87 Date I0_I_S7 on .c - :: s„ ;.. , f " .ry ., r T t 4 ♦-.. .. P-:.c' § R - rv7{.3 . '�#' .. o ..r r PI _ v,. -:, .. ., I•.x.. a n , .r "%.n .. C �41 r ,x x , n .a .v u.-,. fi,S v.a5 .,. , r .-,a td 4'n. .. n w .. .. n. n:, >' L:I -:, r! - fi, . .... ., e.-..C_.._ '. .., [sh , ,.. � .... Yna 5 , .. .:n , t, a a ,F...x.. a. r. .: I, I,, r.. n.x _u a, <. ....:.t itA,: Yn. A >,::�. 6 L ..,ra A,. r,.... I' s w.. , , ,t ,. sb ,. �., , .:. ..: x,.. .: .. .'..x 1 I.' y , r .. ,y' Y1. (pem 'A.Y.. ., r , - ," , .. y "11,9 , Ay111�11 ,, rt +.' . a F :'`., .,. , I I ,i::w 4 - 1 �. r .-d r cr as_. the R '. sh - - _ ... ,_ run. , th. � ri tits - _.. . all riotif ..,, .-. , _. c. � f ._ tc i e _ nee ctx th _ i�` rs;M,. I .. F" , :. :- y e. ig C}'a1,�tfcr'�t$ :1,. �. .uA! , _ _: - `:. c ( , r �1 - AfJU W I NDGWS ,...< x ;>a ). . .:., -,.. _r,,.. a,i., .zc,_,ti�,r�. rit: wall ��curb�-,.. xr,stnll a rc.,w of GRM Etr� e , j0Z6_ :METAL COFING DIVISION EIGHT DOORS defects. If the CarYti^'acL t '.-, M ----- ^-- •.1', c,t L,,=t -of the• cant-st.x and :nail. 8" ct.c, wit.. effect in such ncttificatia ,,V IXey'^.r -,t P 9 'p� , =r> PI F,stenera. '1.01 'GENERAL: The Gc+ntractc�r shall furnish' all inaterials acceptance b hirn of all rece'a' i labo,, and equiprent necessary for the instaIIatior, and r I ''"'.:-P t� r'enterxnq GRM sheet over the GRM pas lcornp et ion of the work, 08100 MET DODRS WINDOWS & FRAMESi FIRE RATED 2.01 Clapay Model 720 "Mono" 20 "g' g " "F••,r I�t: to G...cknaiied: C,n 8 centers wit acrylic finish as chosenby. the Arpk.l,: *a --,toners should be positioned 1` 111:041,.INSPECTION: The Contractor shall examine all work iri 1.01 GENERA The Contractor shall supply all materials, labor drawings, .#,:, x l',i "I :RM-12Q with" iv" side la 5 and 6" ,'11 r[I. :., p. direct ccrritact with or having an effect or. his work. If any arid equipr rit necessary for the installation of all rnetai doors }' .' •. 'r'k`I'�' .i : 5RM--12-0 thoroughly with a 1C0 Ib Idefec�'ts are found that would have art adverse effect on the and frames s shown or, the Drawings. t - r I_ ,i,c.,- sheet is applied.: Seal all "T" �erec ion or Completion of the installation of his materials, the 08700 HARDWARE RNU SPECIALTIEG c, P ,PM 'E•alarlt 'Corot acII tor shall ncitify the Architect in writing of the nature of 1.02 1NSPE 71ON: The Contractor shall examine all work iri "_ Yedafeets If ahe GC+Pitract or proceeds with his work without direct ec,r, act with or having an effect on the metal doors and 1.01 The Contractor shall •fLKrYri slim„ . t-, i_i1 be a lied to clean dry surfaces a effe t r, such Welt float ic,n it shall be construed as an frames. I an defects are found that wou3d have an adverse , t PP Y '._- g ' ,Y tote .tar shall nc,tif the Architect in equipment necessary for the.#rssC,ail�i,';.`#.at;p°t,t = ' i +' •N F. Ta,:. prevent contamination of the ,;S.CCe tance by hirn of ail preceeding work. effect cn h s wcrk, the Cc a y specialties. a e ,� y 11 1. I"q:. sh'#ahl not.:be applied when rain x. writing. -f the Contractor proceeds with his work without Aw'r+th , B r . cFF i al_•rr„s.Install GRM White Coatin t', I.03 ''The Contractor shall rovide Peterson Aluminum Cor . srnaoth effect in :his not ificatior, it shall be construed as art ' „ .. .. n ft ,- - :r, - n a ce tance him of all receedin work. - +. g p p g , 1. 0 The Contractcm shai I e"xi.#rrllr� Ri ..,. c., ,e G, -er. r'tY-neitibrane is rolled, fine h Pac Lck.. #87� 24 age alvanized steel cc in � ster with c g g g P 9 Y P Y P 9 with c r having a n effect on a i l h hryrF,p#r'i'*`✓.,i, Ispli e',and anchor plates. 90 mitered corners shall be provided. arty defects are found that woultl }it'', �:=+,r: ':,Iel*`lyy rix c,catirg. The coverage rate shall be `;Details,and mxrnensxons as shown or, the Drawings, 1.03.1 F' DUCT: The frames shall be 16 gage welded steel work, the Contractcr shall notify,:.; ;#, + d , q,il :.'c-r per 100 square feet. Roof traffic shal , - cc,nstructic , with appropriate label frurn U.L, or Factory initial the Cc+ntract or proceeds with his wt"+Y'Vk 0F., Lt . w,-d rtii:' tto ::. rat vg;.has dried for a rninurnum of thre 11,0H Finish',co3or'.shali be standard military blue. permanentI 'attached. - '�,, ncltificaticm, it Sh,dli be construed.; !^#-` y Y vt$ • J,•:. n: , a l L _preceed i ng .work. 1.0_Provide shop drawings shGwii splice Iocations and panel 1.03.2 M al Doors: The Contractor shall provide IB:gage full rz ' .^', .•i.I<F,=,W',i:',: The-raofirlg systern mant.ifacturer, W,R. Grad " engi hs. flush verse insulated steel doors without face searns. Close top:: 1.03.1 Descri pt xor,: The hardware heatli '"" 1 g, , € c,, , r-.a,, 1 f , r . -_r:, wr (t tem ter, i 10ir ear warrantand bcitLatn ith cold rolled channels. Doors to be rated', as shciwrr r='r I I y y. r 1 all the doors of the building and es tabl ''�. 1.06 Install per manufacturers specifications for SBCCI 120 MPH c+n Drawing and application. It is the spe"iXfrla" ,01 .;, fhF warranty shell: state. The roof membrane and flashin ,wind !:zone Ieavirig 1/2" space between abuttirig parts for supplier tot examine the plans and "Sp 0 _. u,. .. I . p IJ1 si fiy ,v re11101' pr, a wntertIgtt c:nditior for the warranty ,period.; expar�,s:ion. 08200 WOQ -'.AND PLASTIC DOORS Architect of arty omissions or discrepanoi ^ ----- ------- -- tIn ";FF^ ;,t resat er':ia1� err. wc,r Nrnanship will be covered for th I change 5hal1 be by addendurn only. The of I ' d'uratic'n .f ':the wa rants; it, the event the roc+f: fails to, s, I'' 1.01 The :Contractor shall supply all matllria Is, labor and this secticrr, do es not relieve the Cc ,, e ,,� a u + r` -. , d q P Y hardware for all arts cif the buxl,dirt .2i g� fry m,, W. R. Grade fG C'-:.. .Gall without a diticrrial cost to th ' �__ 77C:.t RCJCIFINC3" RCESSORIES a ui anent recessar for the installation of ail 'fire rated 'ano p - g wy it }ter° r, ,>r ­, t .f" I , +swrlav uial,e rbpei�-::> cr r,Irdifcat ic,ns tot the roof. necessary t unrat ed wcl dctctrs and unrat ed frames as shownn elr the Drawings. normally be ':required in order tc prrxperl}e " en�,bla t",e roof tc., perfcrra as warranted; the ec,st to restore th. 11,01 1 SKYLIGHTS: Contractor shall provide and install 3' x 10, "rl tyr:' > '• , .ri ,..,-•if ri -f a, h .r: -rn -rn ran tr.. a-watert ht condition shall riot -b .:butI r'ib II Lite anels as shown or, drawin s. 1.02 The iContractor shall examine all wcrk !in direct contact r � ,,,. - - r a ¢ 1..>. i g ne is e g P 9 f is are 1.0�.� Frc. .sal is tc ewer the iTrs'!-,al a �ch ti,M't ...,,• " at. P fir I ini ted't c, the c,r'i CJ'ir,aI cost of'the installed' roof.' I L! with or h ;ang an effect on the wood doors. If any de ec finish hardware as detailed. Proposa.1 of t i:1.02� The panel shall be a norninai 1/16" thick with Tedlar found that; would have at adverse effect on his work the "'"4­ ,••"'"' r with plans and specifications", and is 1 c ,. li - ,, + 11 " t h ,r ,' 1 n ,r ' --> a 1<_0"._ re,..Owner,-. cart <opt for the'Ter, (,ear Ir,spectiom art Ilaroi ate and fabricated frurn a thermosetting polyester syr,thetxc Ccmtractor shall notify the Architect in .writing. If a manner, - ui �,n5r`-�. r ,'tI,S, a "r ..1 ;" a�,ari:"w"14- I.. war with,i' effect in this ,,,;SQrvxce:�+q,^ee=�,en2 !;r�ori sufficient cornpensatic,n to the CcrnEractc+r re5a , reinforced with fiberous glass matt. Tedlar 620 shall have Contractcr proceeds with his k colt g -,.,w u1 r,: Ia U. uplift rating of 90 and a fiarne spread rating of U.L. _` notificatic', it shall be construed as art acllceptance by hirn of 1.03.3 It is the responsibility of the'h'a , 4Jrs I ke ,m all recce n work. I, C lss, p g furnish hardware that conforms to all cc de requ, "Y°E,CaO FL.a aura, ANP f_ETMETAL i, IItIZ300 SEALANTS R CAULKING 1.03 Cut :1 doors for specified hardware and,°hang. Protect as 1.04 Ail hardware shall be new and free 4e � `'" f 1 '. Vrl- 17ENE RAt_: Thee Ccr,t Tact or shall furnish ail materials recommende by the manufacturer. Fit doors to provide 1/16" to are to be those specified. Any requests ,'f '£ rtm * I l:abcr. and e,ill xprent necessary for the irist al oat ion art 1.01 Standard caulking compound shall be a one part acrylic latex 1/8" clear ace at jambs and header. Ease all edges of doors. require owners a roval. I =4 _°' ,r", ':bra rr q PP it a ir ,a p;;,•fin1,-t1C"n r,t tt:f,' tl:.ashing.. arid sheet metal work. !compound such as DAP latex caulk or DeWitt latex caulking. Color Sii;,' VF, r .!shall be manufacturer's standard paintable grade. Use only for 1.04 DOO 'TYPES: Prc,vide doer types as shown on the Drawings, 1.0:, Packing, Marking, Delivery w ,'t' n.' °�' tte wor• nder tni- Section shall include, but ,not be, Ixmited to, ,!interior trim work. finish by d recticrr, of Owner. 1,05.1 Items of hardware shall be packaged j, _r ,j -' "1 a rtr tray, +, _,ir,t erf,: ashinq-; curbs, cants, -arid: other. devl ces show, ]" +'r• with corresponding syrnbols to that on the ,,, „e, ..'r,.;1e,,iwirg=. cr needed -:for a proper''and cc�rnplete.insta.lation. 11.02 Sealant shall be a erne part acrylic polymer 7rernco Mctno• identify hardware location within building.: _ !Provide anti -tack agent as recornrnended by manufacturer. Use for 08330 AUT'ATIC FIRE DOOR package shall include necessary fastenings, ,i',* r�"�.:a ----- ---- d"va'Ci'TIC.N: ` The Cc,r,tractcr shall exarairre all work In all exterior work, interior of window and door frarnes. No installation templates to facilitate xnstallatY , ' �.'�:A`x x ,3 , d .area-*, :c r`.+c:t with err having -.an of feet an his work. If an Substitutions itutions will ❑e allowed.. 1. 01 The Y,tract cr shall furnish materials, labor and equipment shall be delivered, transport at icm charges,; $>re"?d `'tJi.` =r �'`tr ,1r:' r:x:°r ,"5-.' feurd tt,�t would have art adverse' 'effect .an th necessary 'c,r the installation of UL labeled self ecrrttained site or to the dc,or manufacturer.. i w ^'l_ • ':,he ir,c,tallatiort of his raterials, th �1.03,, Joint filler shall be untarred oakum, fiberglass, counter fi':e door, FYR-PAC seriec B" labeled 1-1/2 hour rated. " ' ,'.-e, x i r comple-tion cif + fY , r. , k t, ,AH + , 4l I a y'_ t s ' r '`: ,,, 1 i ..r .r r y r, - ,,;z.;; a n r , +' 1; re.fii tr,e Architect ir, writing c,fthe nature o ptrlyuretkiane Cm pciyethylene fcarn. Filler shall De ccnpatible i Mc del BM FR C, sx�e as shown cn Drawings. 1.06 Keying. Furnish two iJ change keys with eaci*t, i ,;i '= tr, r-rtractor' prr,ceeds'with his wcrk .within: ,all ,res{xeCt5 with Caulking compound or sealant. All keys shall rernairt ir, the possession of the GOntr�t.'; i,,ll,`Pd'er>W tiff; eticr, --it sha31 be cC�rtst rued as a1.02 The C ntract c,r shall examine wcrk in direct contact with or rnaxirnurn security until Project corapletxc(i"n. ¢ #", t,W t "e", a b r,y. ' _< k ,;'=iri t: a?t oreceedx-ng wc,rk, 1.04 �I'Cilass caulking shall be one part polysulfide base sealant, having at a feet on the installation of windows. If any defects label each key at the tune of installation.:', "I';1d4#'}'' ;1 „i, ,•zt.: mion-snag;,, and shall- conform with Thiokol's Building Trade are found that would have art adverse effect on his work, the turned over to the Owner at Protect complet pin 'r iri i ret r•r,errt fi Iash'in which `forms art -.cf art � erfo�rrnance Specifications. - Contractor '� shall notify the Architect in writing. If the � `' rr '. q P' ,' „ i'>'' =,r; '.E?rt pip€•s, exhaust:farts, electrical devxees': Ccmtractor proceeds with his work withc,ut effecting this 1.07 Submittals: Contractor shall submit f �:k" l ,` - r r- ,--si<f+.r ,rat t,-;`iaake-.a waterproof 'r mr,ection with th` '11.05 Fill joint to be caulked with )pint filler to within 1/E" notificatio, it shall be construed as an acceptance by hirn of 't ,,. _ ._cc ' :1.. J J + P copies of proposed hardware schedule and ca''t,tal ,,;a ifta6it' 1< 'aeti`F 1:1 ,, -I *;e+, fi'ashing, the racfir,g s.Ltb-Corit raet on shale. of surface. If joint width is 3/4" or greater, limit depth to all preceed'rig work. by an Architect Ural hardware consultant ,I. r x ? <, t,il whatever addxticinal flashing c,r Ieaunte: '11./4" of surface. Dress ail beads srnaoth. Clean excess material _' ' %" ,3' 1 r3 s Y TU;.re "-..:irt�❑ tc make a giver, connection`. waterproof. ,,from surrounding surfaces. Remove and replace beads which act not 1.03 OPEN NGS' shall be equipped with Kinnear self contained rrvr ' M `- XX adhere tot both surfaces. counter fi e doors of the FYR-F'AC construction. The complete 2,0 PRODUCTS ' " `& -a'r :rc� ,e,r,t pipes extertdir,g through roof shall -bet unit shall consist of a #4 finish stainless steel rolling fire r w "! I ,,,,,` fi,,,-�:ir.n f,irnished under the P33urnbing Section an 1.06 Roof systern caulking shall be Butler "Parilastic" rope caulk, door and frame assernbly. 2.01 Manufacturers: Nurnber l'i!sted are the+se ..ta'ri�s f ".3-z+. .e3, E- "t r -r ut=�tic<rt, �ppli;ed continuously along all roofing and flashing seams. - ' r 1 - ":. 11 P 9 a) Hinges: Hager - Stanley a - '� i 1.04 CURTA N: The a ward coilin stainless steel curtain shall 'g. <,t•al'1 be 26 gage ga3vanized 's'teel= or 26 gags 1, consist of flat slats fitted with endlocks to maintain proper b) Exit Devices: Von Duprin•- '' <''�^ r '`I ,-r: , c ,'rn r, nr-rll be -a part of the 'roofing manufacturer'" aligrrrnent, c) Locks, latches, deadlocks: Schlage Lock Co. d) Cylinders: Best 1.05 BOTT M BAR: A stainless steel angle bottom bar shall e) Closers: LCN. No substitutions t+, Dcwrsl+cu-ts: white galvanized steel preflinxshe,, I attach to t'e rolling slat curtain and be provided with stainless f) Push, pull, kick, or inc,p plates: [•:es , rr.e-i;` ,=Urnrrum Iea'der head and;han,gers all "a per: ! -. steel lift andles and slide bolts tc, lock the curtain closed at ) Flush bolts, floor stops, wall stops, 9 +,,a ir''actnrer's system. I each jamb. flush pulls, silencers: Ives z,:; r h) Thresholds, weatherstipping/sound seal: pernt,o 1.06 COUN ERBRLRNCE: The curtain sha31 be coiled around a Iio .'C� "w. u:'t.•'c.f t#e,ci and the folds :for iriter3ockxng the rnet I { barrel whi: rotates on self-lubricating bearings and containing 2,0-. Materials: Unless specifically noted otherwise in hardware a3 , - I141, •", :f 11 � eqa' d for expansion and contraction t't hellical, il-ternpered counter balance spring. The complete sets: .•ia ftl'rs�s it the rnetai after it is ir, service assernply s all be mounted directly beneath the frame head and ", - +' ,,.rcir,r, <f'a3I flashiri counter fllashin concealed b a hc,ctd and fascia. ', g; g .., 02. 1 Hinges: 'ea Iw.tpi )I: ir.rs , 10:'fCict centers -and located two, (2i- F a) Full mortise, ball bearing +'o=t., _ `' r;i, ., "�. .r,tr-Y.= .e'rt ic:ns, It 1.07 FRAM R stainless steel frame to suit wall thickness b) Use non -removable pins c,n all eHteri or o.-It swi ng door - I. shall be p avided, consisting of 16 gauge jambs and head, hood and err, inswing, locked, reverse bevel interior doors, ," and fascia and 14 gauge sill. Grooves formed into, sides of c) Interior hinges to be steel, exterior hir:gcs to be I frame for r tainin curtain. ., ' 9 stainless steel or steel with rust procif coating and c.t �,i ni!-- I steel pin. , c* rail furnish 811 materials,) labor', 11, I 1.08 OF'ER 7ION: Each unit shall be equipped with a fuse link d) For doors up to and including 3G" wi e, Use standard rr •-i'.iri,,t.al:laticrr,.:c,f the .'METAL 'ROOFIN. I closing device. The complete assembly shall bear the weight hinge BB1279. :1 . i. Underwriters Label and this label shall read: Frame and Fire Door Assernb y Rating 1-1/2 hour. e) Size width of hinge to have narrowest projection trim r,,:i e.amire all work in direct permitting, e-•er., rii, wC,rka. if sans .defect: f: I 1.09 LIMIT. IONS fFcr Labeled Units Dnly) Wall Thickness -:4"` -.i .tole,-rr-s E>ffect onthe erect.iort o 1 :rn nimurn, 1 rnaxirnurn. Not available with label when the clear 2.02.2 Exit Devices. - ,,,,"',-r ref his naterxrls, the Contracto cl !Wing axe"ads 9'-0" wide x 4'-0" high. a) Rim type or vertical rod type BB series, r " :n writir;g of the r,PtLire .of tR I' Function as noted in hardware sets. II I_,- ,irrceed=_ wit,h" his :work' wxthot.i I' 'I b) Use fire rated devices where required by code. it shfaII be construed as a, I 0 S_ OVERH AD COILING DOORS • : ,�.r : e=r-c+i �.g 'wcrk. ' - - - 2. 02. 3 Lock, latches, deadlocks, cylinders: • 101 GENERA : The Cntract or shall furnish all materials, labor, a) Provide D series PI rnouth desi r1 y g ;:y CecFaet. F>_ tern =r.,I'1 be,"%<utlerita II" I',�6 gage. I`' I and equiprn rit necessary for the installation of the overhead Function as noted in hardware set ` ;.,� r;•:, '•,s speeificatdon for, SBCC:' - ! doors as sh: rr cin:the Drawings. b) Cylinders tct fit all alurninurn door loots and exit -, Mtxcrs, t'im and gutters shad, be 11 ' devices. ,ccurers. systern. C-x,tractor sha1- I 1.02 INSPEC i.-0N: The Contractcr shall examine all work in direct a' tt=- ` Io, ',/ear guarantee for 1`00% o: contact wi or having an effect on his work. If any defects 2,0-�.4 Closers: ,f r Err;acement'. I'l { c are fo xe ,� ,. and :at would have an adverse effect can the erecticrr, car a) Provide 1460 super smoothie. iSizc� per manufacturer'• ' ecnnpleticm ,f the installation of his materials, the Ccmttractor table of sizes -:before installing). r 1,:,, , r m , . r ,} ,. , r .,' , i '�.. ., t. ..._ ...a. ., n.. . 3. . _ .. :' ,. ,.... r , tat. r .. r , rv=:. r L ,.] f .. -`„ ,. ..-...,£a ,,...s.- z ..y:„. .. .,,. rya,.:„•,•„;., e.t,. Y .... <, o....q .. 'J: ,. a ,.. y: ... � n ..,,. ,-.. ..e-..., s. ,r' r ,nt. 1 ,1 .. ti , ,r..-.. .. ,F.. N� ry .:...i , � .i ',. v ... a .r:..:: ... , .. ¢ ..... .._ rx h. .. .....ess i , i., .':. -. , a u.... ,: : r ♦.,.., 13°$ .•.-, ,, r,. ., ,.e ..� - .. , , rr - ..., e Y vall i >r xi i < ... >.. r .,1 ,. ..M it rv. .. ..-.... ,: . ,.... s ,. Y: t, .i,.. . .. .- a n ...- -. s. .. :.,.-..:n .. ,: ...,, -..' tact .,. .: .. +.. ,.., rya .v, ,.: ...,. , ,. .. ,. .a. 4`.,-5f 11 :,. fl .: .. § ,..1..t , r _ x f.. x., ,. H h#�,. ,.- '. wY." .n... � .... , , ... .v ) -. er.a r .:. ,. .xi._. e, .. r1W. 11. .:... e- der .x, .y .,.: r. ,.. '. ., S U.V,....,, 1. ..:�' o-.. - r i5 .d. a .., '-'.C.. mY d eyu - Dote I By I Desiiption Rcr%scd John M. Foster Architect 927 N.E. Jensen Beach Boulevard Jensen Beach, Flofido 33457 (305) 334-3388 878-5111 Member Arnericon Institute of Architects AUTO DEALERSHIP FOR MILLER / SUZUKI ST LUCIE COUNTY I FL. Sheet S P 4 Of Commission 25 - H7 Dote I�-' 5i �5 f b) All closers shall be mounted on doom side. -opposite public corridor except ;where door reveal or jamb conditions prevent this application. c) Provide "Cush" area where not possible to have auxiliary stops 2.02.5 Archite•::-aural Trim: a) Ive.. [-.000 Series b) S..:,..,...r doors 11/�" LWD. c) Pairs of doors 1" LWD. ' d) 16'gauge (.050) stainless steel t e) Kick plates shall be 10" high, mop plates shall be 4" high. 2.02.6 Flush bolts, flocs stops, wall stops: ' a) Where doors parcelled and will strike a wall in the open position, and are riot provided with a "cosh" closer, provide are appropriate stop .from the following: • 1) Wall stop 407 or 407 1/2 2) Floor stop 434 2.02.7 Threshold and weatherstipping: a) Provide as rioted in hardware sets. 1) Threshold 257A 2) Weatherstripping/sound seal 319AN 2.02.8 Provide 3 silencers each single door and 2 each pair. 3.0 EXECUTION 3.01 INSTALLATION: 3.01.1 Install and adjust for proper operation and function. Cover door knobs arid other surfaces while all is being finished. Clean paint from exposed surfaces thoroughly before building is occupied. 3.01.2 All fasteners shall be the type consistent with the job conditions and the quality of the hq-ordware and shall match. in finish. 3.01.3 Install stops and holders at approved locations. a) Ore concrete and solic masonry (yawl plugs root acceptable). b) On hollow wall, with toggle bolts c) To doors with through bolts and grommet nuts or sex nuts as applicable. 3.03.4 Install finish hardware after, operations causing dampness have been c-1 T:,At final completion, leave hardware clears and free fr ,,_.,gurement. 3..01.5 I=.-:!..,I1 doom closers with wood or machine screws as required c:,::c,..* and frames that have been properly prepared for them. the door, so that closer will operate to maximum deu r coning. Door closer shall not act as a doom stop wit' iOn of the "cush" stop arms. Size according to rnanufacts table of sizes. Construction comes & Keys BEST LOCK Provide ten (10) construction roaster keys and one (1) construction control key. 08800 GLAZING 1.01 The Contractor shall furnish all materials, labor, and equipment necessary, for the installation of all glazing as shown on the Drawings. 1.02 The Contractor shall examine all work in direct contact with cer having are effect on all glazing items. If any defects are found that would have are adverse effect on his work, the Contra'or shall notify the Architect in writing. If the Corstrar'.ir proceeds with his work without effecting this riot ifi ry it shall be construed as are acceptance by him of all precr::ing work. 1.03.1 E'.wroom Glass shall be 1/4" tempered or unternpered as shown or, awings clear float glass in storefront and storefront doors. 1.03.2 All other exterior arid interior (other than, wire glass) glazing shall be 1/4" tempered or unternpered as shown on drawings with are SC of .80, grey tint float glass in storefront and storefront doers. 1.03.3 Interior wire glass shall be 1/4" fire rated clear as shown or, drawings. 1.04 Glazed framing assemblies shall be installed ir, a first class mariner in accordance with details as shown on the Drawings. 1.05 The General Contractor, shall replace all glass'broken in the course of the'work. The General Contractor shall assess the various trades of their liability for glass broker, by them; reimbursement shall be to the General Contractor, accordingly. 08950 STOREFRONT SYSTEM 1.01 The Contractor shall supply all materials, labor and equipment necessary for the installation of the storefront system as shown on the Drawings. 1.02 The Contractor shall examine all work in direct contact with or having an effect •Fir, the metal dooms and frames. If any defects are found that would have an adverse effect on his work, the Contractor shall notify the Architect in writing. If the Contractor proceeds .with his work without effecting this notification, it shall be construed as are acceptance by him of all preceeding work. 1.03.1 Materials: The wall framing members shall be extruded aluminum having the properties of 6063-T5 alloy. Performance requirementss shall conform to 120 m.p.h. wind loading. All members shall be designed for recessed glazing. No exposed. fastenings shall be used except as specifically detailed. Standard fastening screws shall be stainless steel. 1-3/4" x 4" aluminum. 1.03.2 Storefront Doors: Provide narrow stile aluminum doors with approved exit devices. Size as shown or; the Drawings, ESP white finish. 1.04 Finish: All exposed surfaces shall have are ESP white finish free from blemishes and surface defects. 1.05 Installation: All openings for aluminum framing shall be prepared by others to the proper size, plumb, square, level, and in the proper location arid alignment as shown on the Drawings. Wall framing members shall be securely anchored to the structure and shall be set plumb and level. Members shall be so installed as to permit sufficient lateral and vertical movement under expansion, and contraction without deflection or buckling. All surfaces in contact with masonry shall receive a protective coating of bituminous paint. 1.06 Cleaning: The Contractor shall protect the storefront system from damage during construction. Thoroughly clean all surfaces pricer to building occupancy. 1.07 Glazing: Provide and install all glass as shown on the Drawings and as specified in Section 08800 Glazing. DIVISION NINE - FINISHES 09250 GYPSUM DRYWALL 1.01 GENERAL: The Cntractor shall furnish all materials, labor, arid equipment necessary for the installation of the drywall as shown on the Drawings. l.t'3 7NSPECTION: The Contractor shall examine all work in di�•r>c+ CC - with or .having are effect or, his work. If any are undthat would have are adverse effect on the erection compl::';ion of the installation of his materials, the Contras: -or shall notify the Architect in writing of the nature of the defects. If the Contras-:,:..r, proceeds with his work without effecting such notificati it shall be construed as art acceptance by him of all pre eedirng work. 1.03 Drywall shall be as shown on the Drawings, manufactured by United States Gypsum Co., National Gypsum, the Celetex Corp., or are approved equal. All materials shall be produced by the same manufacturer. 1.04 Sizes arid types of drywall shall be as called for ors the Drav; i n. 1. l work shall be done in strict accordance with st in the U.S.G. Drywall Construction Handbook, latest Edition, or comparable publication by other manufacturer, particularly with regard to fastener spacing and treatment of butt. joints. 1.06 Install partitions and ceilings true to building line, acc rate to locations shown, straight, level and plumb to a tolerareci of 1/8 inch in 10 feet. 1.07.1 Nails shall be GWB -54 annular ring nails with 1/4" diameter head, 1-1/4" long minimum, 0.098 gauge. Length sufficient to develope full strength bond of drywall and framing. 1.07.2 Screws shall be self tapping style, coated drywall anchors, length sufficient to develop full strength bond of drywall and framing. 1.08 Joint reinfc.rcing shall be the perforated, chamfered edge paper tape as manufactured by the gypsum board manufacturer. All corners shall be metal beaded. Trim features will be 26 gauge metal consisting of 7/8" casing bead and 7/8" corner bead. 1.09 Joint cement shall be produced by the gypsum board marsufactu- rer arid shall be formulated to prevent paint discoloration. 1.10 All Nail heads shall be neatly spackled and sanded; all .joints shall be taped,, spackled and sanded level. 1.11 All walls shall be prepared to receive paint or wail finishes as shown on finish schedule. Ceilings shown as being drywall shall receive a smooth finish. 09300 CERA111C TILE 1.01 The Contractor shall furnish all materials, labor, and equipment necessary for the installation of the ceramic tile and marble as shown on the Drawings. 1.02 The Contractor shall examine all work in direct contact with or having are effee- ,s -work. If any defects are found that would have are advers, 'ect on the erection or completion of the -installation of his rna'.:,rials, the Contractor shall notify the Architect in writing of the nature of the defects. If the Contractor proceeds with his work without effecting such n6tificat ioil, it shall be construed as are acceptance by him of all preceeding work. 1.03.1 Installation shall be in accordance with the latest edition of "Handbook for Ceramic Tile Installation" by the Tile Council of America (TCA). The Contractor shall be responsible for all necessary cutting or drilling through his work for plumbing hardware and accessories. 1.03.2 Floor the shall be installed per TCA specification F-113 with dry se mortar and portland cement grout or, concrete. Tile installation shall meet ANSI 108.5. Epoxy grout shall meet ANSI 108.6. 1.04 Provide the trim shapes as required to provide complete installation. Tile cove base shall match and radius smoothly into floor the Bull nose caps shall be used where needed to finish edges of tile work. 1.05 All ctitting cif tiles shall be done with water, cooled "tub saw_i hand_ _broken or split tiles will be removed arid replaced at no additional expense to the owrner_ 1.g6.1 FLOOR AND BASE TILE - Floor the shall be 6" x 6" Metropoliti r, ceramics METROTILE pavers. Color to be selected by the Arch tect. 1.06.2 Til s shall be 6"x6"xl/2" with are abrasive surface. 09500 ACOUSTICAL TREATMENT 1.01 The c,retractor shall furnish all materials, labor, and equipment necessary for the installation of the acoustical ceilings as howr, on the Drawings and herein specified. 1.02 The ontractor shall examine all work in direct contact with or having are effect on his work. If any defects are found that would have are adverse effect on the erection or completion of the insta lation of his materials. the Contractor shall notify the Architect in writing of the nature of the defects. If the Contractor proceeds with his work without effecting such not ificat iorsit shall be construed as are acceptance by him of all preceeding work. 1.03.1 Ceiling acoustic material shall be Type III, Class A, according to Federal Specification SS-S118B, panel size 24" 48" as shown on drawings ; thickness 5/8"; Contractor shall supply fire rated system where shown on drawings. 1.03.3 Ceiling acoustic material shall have washable matte white finish with light reflectance of LR-11 (over 75%), according to Federal Spec ficatior, SS-S-118B. 1.03.4 Irest all ceiling acoustic parsecs according to manufacturer s specifications. 0 1.04.1 Exposed ceiling suspension system shall be DONN DX steel exposed grid system as manufactured by Donn Corporation, color to, be white. ontractor shall supply fire rated system as shown on drawings. INSPECT contact wit are found t completion shall notif defects. I effecting s acceptance b ON. The Contractor shall examine all work in direci or having an effect or, his work. If any defects at would have art adverse effect on the erection or f the installation of his materials, the Contractor the Architect in writing of the nature of the the Contractor proceeds with his work without ch notification, it shall be construed as are him of all preceeding work. 09650 RESILIENT FLOORING 1.01 GENERAL: The Contractor shall furnish all materials, labor, and equipment necessary for the installation of the resliient flooring as shown on the Drawings. 1.02 INSPECTION: The Contractor shall examine all work in direct contact with or having art effect on his work. If any defects are found that would have are adverse effect on the erection or completion of the installation of his materials, the Contractor, shall notify the Architect in writing of the nature of the defects. If the Contractor proceeds with his work without effecting such notification, it shall be construed as are acceptance by him of all preceeding work. 09680 CARPETING 1.01 The Contractor shall furnish all materials, labor, arid equipment necessary for the installation of all carpeting as shown on the Drawings and herein specified. 1.02 The Contractor shall examine all work in direct contact with or having are effect on his work. If any defects •_.-.. .,nd that would have are adverse effect ore the erect ic,rs or ,.�.. .on of the installation of his materials, the Contractor shall notify the Architect in writing of the nature of the defects. If the Contractor proceeds with his work without effecting such notification, it shall be construed as are acceptance by him of all preceeding work. 1.03 Carpeting shall be glue down commercial Class'A' UL rated carpet with lock loop solution dyed Olifirs, Action Pak 20# tuft bind, 28 oz. 1.04 Submittals: Contractor shall submit color samples and specificator,s for Architect's selection. 2.01 VINYL COMPOSITION TILE: Contractor shall supply and install Azrok FUTURA 1/8" gage vinyl composition flooring as shown or, drawings. ' 2.02 COLOR SELECTION shall be by Architect. 09800 SPECIAL COATINGS 1.01 The Contractor shall furnish all materials, labor, and equipment necessary for the installation of the stucco and interior plaster finish as shown on the Drawings. 1.02 The Contractor shall examine all work in direct contact with or, having are effect on his work. If any defects are found that would have are adverse effect on the erection or completion of the installation of his materials, the Contractor shall notify the Architect in writing of the nature of the defects. If the Contractor proceeds with his work without effecting such notification, it shall be construed as are acceptance by him of all preceeding work. 1.03 Stucco shall be manufactured from: a) Standard brand of Domestic Portland Cement meeting applicable ASTM standards. b) Clean white sand free from orgarsic and foreign matter. c) Potable water free from oils, acids, injurious amounts of alkalies, or organic materials. 1.04 SAMPLES: The Contractor shall provide a sample panel of proposed stucco texture finish 61x6' with details similar to final installation. Stucco installation shall riot proceed until sample panel has beer, accepted in writing by the Architect. The sample panel, shall be used as a standard to compare with the finished stucco installation. Any inconsistancies with the sample panel shall be changed at the Contractors expense. Remove sample stuccopanel from jobsite only after final acceptance of the finished stucco work by the Architect. 1.05.1 Exterior wall surfaces shall be cleaned and inspected by the Architect pricer to stucco application. 1.05.2 The Contractor shall mask all windows, glazing, and metal work prior to stucco installation. 1.05.3 Stucco on exterior masonry walls shall consist of two. (2) coats. Coat one (1) shall be one (1),part Portland Cement to two and one-half (2-1/2) parts clears white sand. The Contractor shall be required to wet the wall thoroughly before the stucco, is applied and often enough during installation, to prevent the stucco from drying out pricer to setting. The Contractor shall keep the stucco moist two (2) days following application of the first coat. The second coat of white "Marblecrete" stucco, shall be applied riot less than two, (2) days after the first coat is applied. Apply texture as shown ors the Drawings. Minimum thickness shall. be 1/2". 09900 PAINTING 1.01 The Contractor shall furnish all materials, labor, and equipment necessary for the complete painting of all rscers- prefirsished work on the interior and exterior of the building as shown or, the Drawings and as hereinafter specified. 1.02 The Contractor shall examine all work in direct ecrr,tact with or having are effect on his work. If any defects are found MAK, (j.­ lob'& I LY-tz E s.a , .,rxrt pt. ron '��•. �:" poster it hitect 927 N.E. Jensen Beach Boulevard Jensen Beach, Florida -33457 (305) 334-3388 878-5111 Member Arnericon Institute of Architects AUTO DEALERSHIP FOR MILLER / SUZUKI ST. LUCIE COUNTY FL. t 31 Sheet S P 5 Of 6 Commission 25 - 67 Date to -g- v3 Y,, F : 'of the, Irr'r'.t.:,l list i Cn: trl of nts;Jgat er ia9 I,'"tha tontraCt C+r Shall riot ifY i t`he Architect W: Glcntra'Ctor procee It lrng`crf the ria s wa th hi ti .e ore a W the defec4.s. IF the the ft c effecting such o " �i not lficat loin, if `hall be'tYansieb eat as in acceptance by him of 'X,` - all preceetling work.. aJ, � .. , , 1 . ` 3 painted '..ur :`` ', :: -". % fa' ,. @.es. ,:,. sheIr r` . ,. i+'Ce3v ` - at 1 o) , st .too S over G ClcGa S t ik�a do r x" .,, dr. - e C t a4 i P rt iAE W Y' , e, c B'U . Coat one errtl t(c. s al:L e w h b :, F _ visibly tlxfferent in, CbLc?r` when `ry. Fainting shall not: be .F ne oar red on area s J, :. A -,. ,:. ' not ad. aes bear , t$r.,,. 1a ecev- r e d �wdth a:' preflni shed ' mat real air as b" e i,-rg t '-' I intsI aI", { I 1.04 Exterior axe, p 3h 1. al, cc raftasn 'Ynt gral fungicide. .. ,:. 11 I.05.1 Unless cthfew:ise, sjieCi-f i-eft`bolow, all Paint: and Primers hal s 1 Dea ifirs ,,.:: Gd the dF.. pi. vt Our s g. ::,.k . e 1. _. , Sherwin wa:li1 lams. ` 1's 06 Subm'ittals: Su Drni%"-cc, l.or- harts to :Arch itect fur .color I selections. 1c•nS- ��' 1r07 PAINT ING SCHEULE " - r r M I 1 F r `. ` I eta a ,usn. ,-" i1 F1 At Cc,at', Chrcu ,, oxide primer S eorrtl e. Cds :. T.„" Y.b .a G s .. . -rEr; am e1 -Wt ;ite Th}rd .; Coat Ei C,6er.E . r;arnel - While }nteri5r ❑rywalla _ rill; F I t oat `F'i s. C- m�Y rn to d S al er ` _.5.. ec .,�. -. • d p " €n C at ri'n c , ( 'j1U d �- r er itl �": ' Prater Thy oat-, ­ Y. a d I r,ter3cr Ferrous Met _ _ - }Y" ­ 1 par i CCat..' ChIGir'a1 Dx sd 'pri meIII 5as d Coax` Priin Uhde coator- Thi' d Cc at'Sarni Tg loss nameI - 19hite ' Fo4i th; Coat. Sian! ;9I6Ss narael.c,lktfte I `nteraer lyanl z¢ ':1 Yam_____ �+a._____ Sl... tale �_„._ , ,. III W.. " .'p'e`et;'c, QC'arl :' , Fi,r t Coat `= S1'$d tan BP,2 9'Pr l mar ' Se c end t. Cic'a Sem3lGrss nexnef Thi .d Coat 'SegalGloss narnel III " I F i r .t Coat= .' Tr tx {1 Stain vec:. ,nd Coat•. ,G'162, gnar*ent d"rh;l h iha: d Coat : I61""6s' .;Varna h ":. IIIIIIr j:terior Trip,. l Fir t Oaat, ,` Lat ak} :'aandx ng- Sa*aler • ' S¢c' \no Coat... Sea... Y: css.'L te. Tr to Th% d, rc,at `Rest l'cls l+ I I. tep Trla, II I; lI II Stag ,,l Drywall - Viryi Wall) Crz,"`4`�IIrl1 N, Fir.t Coat iJeI3 e1 or,'approved In writInq" .ta), vYrry k, wall Cover trig mar ufact urer S r'it eri y,r pl tt,TG1 aze la' II ' .` Ft"rst-: CuaL}sp+Np!.$egIer Seconc coat , `.:KPL'*y Cb"lor Cc -at Third Coot, 'pou(y 91,a2e II Cost ,I 032UIL4X!rt !186L CQ Eft 6 I y 1I' II 1.01' Tile :Ce+nt ract c r Shaky', ' .Ur ra, 'a -,I Ater is is, labor, arid IU. ` equ;�i prnent rrCassary.; for 'tlh"e ;ifl5ta,�j;kat a eF of the 'vinyl ,fall Covering a5 `shown on'the DFav}angs aritl: herein specified. 1.oa The :Contracts sMa I1,NaMinel a ll w k'in direct Contact with or having or, e'fect llcth-fi ita"wor ] 'If any defects are found that would have an dverso,-Feet ,,,this rection co . completion of the installation 'f his hatter iols,{"the ontractor shall notify Chef Architect in wr.ting'of $he +nakµr-e of the defects. ,If the Corr,,actor proceed." with hays, 'wofl6^,k,`w it l out affecting such notification, it snail be conit'Vuey:as aP� dcC@pL arTe by him of all:' prsceadlng work, �',, 1.03 Vinyl well covrayrgs +hall ,be','laaF`.GoodrichKgrosePl, Federal S'Peci.ficatc, inoctc-' -410 , .-TyAS `1I`e" Class ''p1; "Host -Hill" Pattern, Color sel c i ti, by C}rc4).YteC^'' 2 I I.'04 Sealer shall bv'Per)aus n MooreI Wall III r,4 p`II latex sealer. 1.05 Adhesive shah) be as tna'rlufIC ur¢d y Mrause Milling Cc.. Cinoduct k9820, GH-34: i I; 1.06 Installation shall` be,f pe Ap �ntlix "C",. :: Rrchatects f , iYs Cr.. s eCY fl Gat.. G w p r .`ir, 11 Cc,verI r. s. $ . .' ., a Y tl 1 a I _ r one: II i. _ '1 x} ' I' j t, II I , 1. aplpff€AIX '"' 1- 1L " Gontralk : h rendered smooth, and old wall- ,.'shall - _ 3.01 ScbP, waUc t Ill Ftk: be tcmoved. burnish a vusyl tring as a ,oc Lin Uri , ; o,"au crosiruftion mmufadurcr's corth ad documents. 'I re pded primer s(aild be used before Lb2 'framAic: { :. f5l'ai warieovcring foatase of frilure 8ihbmi, a sample :ofeach type o color to be rtrh al'when redecoraling, - bfiioacdrartheaV lihcn's§pprov l ;1dr't!; �'surEacts shalt either be Bonded to dull 1 D3 Cic,gg',cata al Compliance:, ', (W § coat of manufaeturar's recommeadCd Submit ma otaclu er's cenifita,on-that Wall I < pri cr ofplied priory to installation of GOVCr3.tglu,"Otna merit. orext :i sahatKltal ,` tang. , '3.. §poa,r,hor xb;ktScmcmi. ., . -" (ej A C 44 any Criden<C of mi-ldxw Oil: the �.-, cis n cs. -1Vana U ,, , w �:'` thcmifdew mustric rim a wdaname II Furmshgwr,titnwarran a9n31 7 g CECGtivC malt= ° wA 'iif. lreatCd binhrbU furUxrmJdew fayC " ,. rrgl and workmanship that may;: cvelop withiq .' '' {-- , II , ;' arfrom'dalc ofrnaalulo _, cite 137 YF . "' ': - ,, -.Ef} ill 'rldd tuffaaes shrkdd be xvaluatcd for ,.. ` +: "` '}.05 product Deliver)" Storage and H ndlltlg ,^ ",,, I : the , 'bilftp of Ingmfnt tlleedahrovgh IE , .. i {)Clive, ymyl walleavenng and maw: to.tiie- Utt{ Kafi ia{rHlit aePal Or cc r<Cein- Y Po X isle , ' m n okcRoritmrama, {op3,to u !# g O Sardr ' marimr I ; men <d by tJ formatter should Jx applied - dearly romskedwr%h�uppher s,hdf tiftctitbi,~6ilseL- '�; ,bet top raimnULha �aUcovering, ;lure vmylwalleovermgstn ai}at` iflon to avoid , I'ra O6 iaslaU Ymy[walkgveringoY<r o;l bau damage to ml(endi` Store maltria area wrh ]emperature` , ad a., dry ' taiexd above I _ stains ass In, I rough may occur. storages fill°r wdh normal ltumtdrly ,3,Q •`trssWital an: D6 Pro/cot GanddlonY' .l. a Watt (1 ovtripg ShaUbC rnslaUtdty expericnced , . N.fat whine »•aitrAYCrmglvYlt. &i,as he,, in:Wllled Slia{1 wtlr I lS and tnmYadOra:IR ak[Gt accordance III , n iant minimum tcm T urt 'n Iles$: , of o.. ,, wnh iiu".rtuetufxlmtrs pruxttd ugtrudions ...,tin .' i,.in CA"p fos as ai3st Stvtn. da." y `riot to nrcd: ,` ' P '; ,ualn _... .ri@yI wa/1Covtrmg adhesrveaccom- III .n , tbrovl,l nrut n)uallauon perm¢ and , for seym days' , .:., men : lK :: t , Uit mai cr .brat vPase l?Y 1 ,"x H,cica!m- r. She Not He is.b, the nahsoimelyrs II r o dvc,s. [� o Ilia ` read monitve ing ,taller rcad ,ho ma afore +' 4'I:rrl aWiacovrro, . 41 r I' r �,', r ' fibs the haft m exh roll ancril inamin li the instal `' rr1i311..oftJi...i:4,rnlsaim,x:. CW'edF{sl an.); , �,,; vuy wafico'?esin�P;rmanent6uUdinglights *, ., , '.' 'I" Oho, CH d 101,A;',Civalay Stand ;d far vinyl'.. " - "' ' I al ` s, t T* T l f .'I'llmi ad bk u t on Cosod rabne K'a:.ikovrrmg' Th .valkovermg"'it".,IIIG'Insioie,,befIXCCnUing, 'd shall a%ammep.ticrn ;` - - LL-: . T.pa 1, T)pe ll or T.pc ? do a h,i r' cd 3 rl tg „ e. _ A o-and .eminethat the areihr car ' 3.. dot r y IpQCrf,efl rid i , ±11ero.md color a$ spec rod 14ie v+nv[`waUcover,n-.hall c` t Non mtldt.r. " tic? instakrsraltt,srall Wchrolhnmquenccand iirlaibl[oIs , `a§h tnpfn Banc xquaaae asoatfromtatl IE 1 ;'. `paten is, net random.:eiarnme for: repeat - ' `I ='. :dasig Sono paalerns should be lined up, ' • - RWc ed'br revcrxd faetxst results If neces n, as rf, rim salve a dt, enau h h a.. C color S R g 0 2,03 Adhts ve' ' Undo may m ( h sr c u d mu t btm xU a This 3d C Y .Id - s l moll rorl", flf d ter iY he a> licalmn f three s(n av ins C O S, P P P ' mended adhosive and must eo n, lain, milder!- I Lonb III any vane uldoCinadc and hwWh ii ,tors, in1 t3 cons w t to bt rR,mlor ar pattern which arc [el Primers , ` ' .. � 2.b+t m '-. ' � ,.:. � e `" ' 'v 'tor or, a c the. wal{roverin distribu. g imer to ci must be aoula '17eRpt c m orer's riaandr: '' , „I , ,man ' tturer, Mpeestnla4ive shaild ben e i- i m ded pr ma. ol '• q hs #Rspsgt on before any rurtht r A, EXd`. furl' ,i w II 'tilt ir[slarlCd ` 3.D1 Iftspcchon: { +pl hey}J '�'iRiL makrid six 16) inches around ryF ([hSWller Snail m31KCt all amas� y ad Canditiona i )f3$jy , LndOatildxtiOlRC(a hlCmg SUM to )ltlnt0 -under which vinyl walltro,r gs are to lx;, i_ 'o, avoid bridging:aspaitinng, ` r. _--.�,,,. instaged. lruSailer shall polity; ' ,-§Rntroatri'r 1 ; ' The ircovar should:'be smoothed to the ':andaxefuted tix'.wncuigafLny;. twnsdbli'u,. ' 1 diangi stidace with a stiff bristled sweep mental to thep operandtlmc!"eomprcda, ,g broad,karfe to tUminaie au 1, :;the ihs[Afialicn walk wY]}pr ,: ," ui only w7ltri:` ..'.," ,lilo3'ofalflexhie 11 bUbt lI rta. :. -;Gandil3a have been tarrccte and acteglul-. "'E �::'. ve: eXcess adhesive alon Mished seam 'i +, -' lht uu1alkf -itY -i: '. , [ -usititi Iatel ftei call wa van stri B a rn P Y nB `IbF be kc d !h a S $able% u„ ` 'rippti d Una at'tictn. wurtn water, a natur al ' ,. 'Moss ue lva t pits - ``NfoisiuM Meter' Moistures 1} not estxed. I,. and clean4owdsitte traintruendcd for '.: aft,, f i roes a 1t; is very important to change. water __Idr '" 3t13,'surface Preparation; +:Y 's'". -: orati ':C)ean•q ".. II o menWm water cioudiness. ." , ":� ,, ' adas s 1 b4 free fro. _,.-}. �",,.,, yAi ',.).'all suG 4cs slaal '. ,detects end :• ' 3, . trrrou Ihst: .,.. C ,. P om t<liom 6 • �e , . > . . ufd: she. a5 ,:.:. ,.,. i trletlroai:Nba1 e@ .,. , , nP ...-... .... gfl ...... ._._. , ,... U n ko ... lus mote- klioa of wwk xnwve.. ::. _sutp, Fo . { , -; ,'i'y vn ... ,. fiamlifi .., icons, ave "ar i t 1 m x _ h 1 rY r s a ] o > , a}It fied'osullo, r " and ini lied 3 5 f S le 1 p i bldCks shall do sqi lhhd ,�i dr a Fere � z or -` 41icY : d I 5+ l 'arid Gktai) n< s e In net' i ]ration. LCavt areas in in nsF§ ig sTA 8 Hion. r " ,. ', eitsdtt+if CCmCp y Vf ,. � rdfsl y (p}ld' -. . Dow .., Ybtla\41ain'1".,,-­1. N•ira„Wv�tNr Rn4�L,... wam,LwWe­,l,a.W'�' Y „arhwa...,".rn»,w..ai+rJl}a+--,.:.e.-c,,..e:..rn..aw, „ . _. A n++ata..ww.,. �e.;. n<...p , Dl VISI ON TEN - SPECIALTIES AND SCREENS T- k Q b T L T PRR7IT ONS K1 r is labor, an furnish all mate is , TRe ': Contractor shall i equaprnen! necessary for the installation of the larninated plastx toilet partitions arid screens. 1. 02.1 The Contractor shall examine all work xn direct coat ac with or having an affect cn his work. If arty tlefects are four that would have an adverse effect on the erection Or cumplet lc of the installation of his materials, the Contracto1f, shall notif' the Rrchxtect in writing of the nature of the defept S. If th Contractor proceeds with his work without ef!'�(Bcl ing sec notification, it shall be construetl as an acceptance by ham C. all proceeding work. 1.02.2 See Section 3.01 1.03 MANUFACTURERS: Model numbers are for part it icons a' manufactured by Ec bri ck Washrgpm !_guigrnernt Cg_,. jne_, and or listed as a standard of quality. Equivalent partitions of cthe manufacturers may be acceptable, if in fire jutlgerneM of th Architect, they meet the intent of the specification in terms c, r ual it f we design, functionc,rkrnansha. Othe r p , materials, and q y submi tt ir' rnanufact urers may be proposetl Por consideration by technical data sheets of the unit required no laterthan tort 110. days prior to Did tlate. Parons antl screens shall 'be th products of a single rnanu fact urer. 1.04 SUHMITTPLS: provide a submittal fold containin manuf actst eis catalo9, da ta sheets, Installation instructions ctions and maintenance procedures. I. ; 1. 05 PRODUCT DELIVERY, STORAGE, AND HANDLING: 1.05.1 DELIVER items in manufacturer's unopened, or l gn no protective packaging. 1. 05.2 STORE ,nisi oriels in original protective packaging in secure area to prevent scaling, physical damage, wetting, o theft. 1111, , r damage to finished su rfaces. 1.05.3 HANDLE sc as to prevent tla ag 1.06 GUARANTEE; RI1 partitions are to be guaranteed for a ful year against fact Gry defects, antl corrosion of both door hardwar and mounting hardware. - - a' w D nt raft or 'r ce d 'i It hss wC rk o P o e s W H Ilbe ithc i' off w u LCt lr g Such a a �`a'�� a rrbLlf;cat.i or+, xt shall cd nstruetl s an acceptance by him v# ,w a„ ',,,r� fi, =1' al C Ui, ark. .. , .,.,.I „_, L. , ,.. ,. ...:. ., ...,.. §. - 2.01 Interior Signal sn 3Y be Vlsu]el f' as manufacturetl b A co Y P " w y. Sign%, square .cbrriens,-'Surface. mo♦hrltan . , f -_, 2.02 Contractor shall supply. Thirty 1:30) individual slgns with .. `'„ , Y- two lanes of :t'ext each, `: ,, .�. , '•.. pp: ,•.. _t,. ,.:y.� i,: text 1 nisi + srl's t. 03Color antl final shall be su plied by,owner. F 1_11 SAY k'fe•, - ^+ lot ++' Y ` n .: �l�s� t€TDE 4 r �.0 I isle ll at ion h s all i a be. 3Y Ccc. daYc --wa th r a nanuf act carers ,.... , .. ..,.. , , --, ,. _:l, .I t'f spool fi Cal ions. 1 "01 -1 ,J7a4nr$R" ${'rag'', a ll„ilp'�rti' 24 air :... -c+y�7Fa fina,l:I'gp:lli.it,ri; fT»li'r K''S'4e'M ` - `Ideehap3etS 1±t40SI GNAGE Arid cXSotio, y wYri.rty., mister aAl de'L.f Ye be,ky',Egd4pMe3'4 Spp3aiatt )„fyf'Iie '"n a 101 Site antl exterior building zlgi.+age shall be supplied by rsi. " carter `. arid installed, affixed antl conr;ectetl to electrical system i x ,, v sr' as Via'` by c$,ntraptor. 6 ih $+ y 4 `s t"F fl fit11 ,..,., q >,,,1 �i 1.01 LOCKERS: Cc nt recto hall' i r s si pp and a y itl install Lyon Metal. r Y o x +) r I rr 'E. Products, Inc. double tier. pointed s eel lockers color Chosen' + I -� ,'"_: ,, -,•.,did."� from standard color selections. - , n x*� s1P''ti } I .-1 I ,1 4 t I fQ T I T' d 6 H R �h , , tli 10700 5UN CONTROL DEVj�g 12(T�RI Qf!) L.. ,,, q t n ,y''rt: . rlit j'" " *I'll"�t ,� I '' , nlnpL �., Nx 1. 10 The Contractor shall provide' a 1 materials, labor, and If' Ii V7 b 'N1 2 ,ogfr[% - ,I G �yr2' " s 'yw; fa equA prnent necessary for the cornpl to installation of all _, r $ lit.,r 1,"'N, sun cunt rpl devices as shown or; the TM^ wings. 1.01 GENER TITS CDY,{tr$p'tzl'Y✓r g. : Tr., and equlprof ,Y:jlea«�,Ss eI'lH^yr"e ,�<?as� 1.20 The Contractor shall exA Inc al :work 1n direct -:contact system as she win or, the brawl, gsi rid +v +„' with or having an effect on his woil rk. - Tf any :defects are found �` �,y,e. .. that would have an ativerse effect on he erectaoon or ccnnpl At ion:' 1. 02 INSPECTION: The Cent ractor'S. ,, of the installation of his materials, Irle Contractor. shall notify contact with or having or, effect '`m""l'� the Architect In writing of the notur of the defects. If the are found that would have err advert- ,� Contractor proceeds with his work'. without effecting such cornpl et ion of the inst. fat ion of hid"M notification, It shall be corretruetl as an acceptance by ham of shall notify the Architect In writing all proceeding work. defects- Yf the Contractor proceeds effecting such notification, it $Eti`x 2.00 AWNINGS shall be mildew rest st ar,t Class 'A' material acceptance by him of all preceetling vH,ep'i; pR]SMA% 14 oz. transluscent vinyl coated polyester fabric. ., ] ` 1.03 All components and parts cif this # as Indicatetl on the drawings and sj1eh77f3' ' a. All coropc,nenCs antl biirti sru,$i itl entaficat ion. •, !' ; ' b. All drawings shalil',4)0it" th -, "I'll", llf of a Florida Licensed Strucctur lEi+yglln f a' pgDDUCT DESCRIPTION , 11 I I rtical awning shall be P'RISMAX 16 oz. transluspent vinyl coatetl ,' ,.- - polyester fabric. Colorist shall be selected by the Owner. x4f,1"l 1 2. 01I MATERIRLSi I t 2. 00 Metal" building St root ore ll ' 2.'QI.I High pressure laminated plastic, NEMA LDS-197, manamu 2.30 RwnIi Support shall be hollow aIurnInum pipe. AwnInq I Company WX-9 Yi. 30 FSF, 40' arrcl thickness 0.050 in., bonded to 3 ply, 45-pc•und density, rest support frame shall De Engineared by a Florida IIcensed width , 'impregnated particle board, type 11. Stile is to have an 1 st reef oral engineer as a part of awning sub -contractor's work. on drawarrgs{ deslgred by tnanufoCiurer" 17CJ I '.gauge steel tea nforcing core that is heliarc welded to level an $bCCI 120'rnph wind zero. ' lI device. Laminating adhesives roust be resistant tI heat a L.32 The Contractor shall submit four 14) copies of the shop humidity. All la,ninating must be done under pressure. drawings siynetl as acceptetl by the Contractor for Approval by the 2.01 Root slope shall pe`0.'j+`'[n'I- I Architect, prior to frame fable€atlon. i r ,, 2v 03 Contractor she tT verify, d,i iggrrsi crY+$-•.. 2,01.2 All door antl mounting hardware including the shoe roust b type 304, number 4 finish stainless steel. A31 fasterners for th 2.33 Awn ng support frame shall be pa tat etl as c:utliretl .Section components pY'a 4w• . plaCin9,;Prder tier sa : mounting brackets Arid door hardware roust be stainless steel 09900.32, exterior rnetai, alumanurn, color selection by ow er. ''Doom hinges and latch roust have factory installed threadetl stew :Inserts -at the correct locations on the door and stile. Hinge antl latch must have special anti-1 coking feature. Hardware mus 14sDOH TOILET RNg bRTH ACCE"6OR1E5 riot be vi si Dle Trom the exterior of the compartment except fcr t handicapped compartments. Overhead bract ng roust be extrud 1.01 The Contractor shall furnish all materials, labor and .nod1 zed aluminum satin finish with anti -grip, anti-concealrnen equI prnent necessary for the installation of the Lora let arid bath tlesi ch. accessories as Shown on the Drawings. 1.01.3 Leveling device is to be 318" x 1" (IOMM x 23MM) st 00 1.02.1 t'he Contractor shall exarnane all work in direct contact bar and be fastened by 3/8" 110MM) threaded rod, nuts, and sleav with or,.having an effect on his work. If arty tlefects are found. ,anchor. that `jYould:.h ave err ativerse effect on the erection or completion -. Of this'".instal fat ion of has matari al s, the Contractor shall rot ify- the Architect In wrsthrig of the nature of the defects. If the 1 2.02 GPNFIGURATION: . 'Co,.nlractor proceeds with nis work without of tact ing such 1 „ riot x f i c a t i or,, it shall be construed as an acceptance by. ham of.. 0E"r1 toilet Partitlor,s shall be overhead braced Series 1042. all preceetling work. I' 02.2Screens shall be floor anchored Series 1041 1.02_1 See Section 3.01. - " L03 DURLI TV ASSURAtJCE: I 1.., • -. 3.0 EXECUTION 1.03.1 MANUFACTURERS: MGtl01 nwnb Ts are for r+ashrocrn accessories manufactured by Babrick Wainggm �ggipment Co.a IL15_; __ 1 antl are listed as a standard Gf qua]Ity.. Equivalent proqucts of ` 3.01 Inspection: ether manufacturers may be acceptable, 1It, an the )udger+sent of h k area schedul led !c receivepartitions 3.01. 1 C ecp for corn eC the Arch e t h r nt f th , 1t c t o neat the late c e specification lcn i terms n Y I f : arid soundness o.. dimensions, pl ambness cf walls, surfaces th a c9 desi r f n : g , unction, materials, and quality ,if we rkrnansha p. ' would affect Installation of holding brackets. Other rnanufact urers may be proposed fcr considerat lon by submitting technical data sheets for each unit required no later: 3.01.2 Provide proper backing for sturdy mounting of any panel than ten 110) days prior to bid date. or stiles that will be attached to the walls. Ver'.fy spacing a pl urnbl nq fixtures to assure compatibility with atstal I.ton o j, 1.03.2 Accessories shall be products of a single rnanu fact. urer. partitions. -. "'� 1.04 SUHMITTRLS: 3. 01.3 Do not begin installation of partitions until eontl It ion 1.04.1 A submittal folder containing the manufacturer's catalog,"` 1 are. satisfactory. data sheets, parts list, and all keys supplied by rn a nu t a Ct u ram must be presented tq the Uwner at the completion of the'- I installation for the owner's permanent records. 3.02 ERECTION! 3.02.1 Installation inethcds shall conform to anufaCturer' 1. 05 PRUDUC7 DELIVERY, STORAGE, AND HANDLING 1 recornmsndat I or,s for backing and proper support. 1.05.1 DELIVER items In manufacturer's unopened, original protective packaging. f 3. 0'ir,+. jp1: Conceal evidta'riGe of tlrillang, cutting, a fitting t "i n`i^•, fYrai sh. iI 1.05.2 STORE materials in on inal rotective H P Packaging In e - 3:02.3 gverhead braced partitioYsez Series 304� secure tlara to prevent Bolling, physical damage, weft v,q, or li 1 a) Attach stile Lc, supporting floor, anchored ith minimum theft. ` r." (50f1M) penetration into supporting` floor system. Install overhead bracing. I, 05.3 MAINTAIN protective covers on all. units and handle so as P • , -, , I ra P tact the finish. ., 1' b) Level, plumb, and tighten installation. Secure stale ':. n. shov, =tf',, position and set tops of doers parallel with overhead 3. 06 GUARANTEE I ,art,,: Yri�n doors are in closed position. 1.06.1 ALL accessories to be guararteed for a full year age v,st 5 factory defects. Ar,g1e franc rna rrors shall have a 15 year 3;02.4 floor supported partitions: Series 1041 guarantee against silver spoilage arid channel frame mirrors shall r .) Secure stile to suppc•rt a rig flPc•r, anchored with rni n3 mum have a I0 year guarantee against silver spoilage. "I -8.i' (50MM) penetration into, supporting floor system. I1-1 2.0 PRODUCTS :Level, plumb, and tighten irstallation. , :- ,b7-f 2.m1 wA SHROOM A CCESSOR - IES SEE sect c,n 3. 4 0 " '' 3.03' ADJUST AND CLEAN: 3.0 EXECUTION j -.3..03.1 Atl just hardware for proper operation after installat ion. 3. 01 INSPECTION: I , hin es on inswan an dders to hold doors o en a r: 9 g 9 P PP cxLnat fly 3. 01. 1 Check wal I. o enin Ifor, Correct -P 9kernguess IiIJoronsIi,v P cf f.„ ,._.:- -et... /- ' . • II '. ,,,,6 ' 15 degrees from closed position when unlatched. ,'. -,a bloekin err fr n ar s antl h r r e t... 4 e ra- A r r} P P a C n t t w I ha ci itl -affect ' - I '^, , „ �.,, " , installat 1ph cif ccesscries.! i, ^` „C . 3.ei.2, Clean expensed surfaces cif partitions, hardware, fittings, 1 ' and aCCkn►sFor i es. :3.01.2 Verif spacing of pl'urnbing flxtu Y es antoilet P.rtatacns - ' ,- ' I ' a! affect installati on of accessories. ' [ ,', ' ''. , , , ,., !, .01 ,... ct begin installat ion. until epenirrgs arrd sun#abes are' .. .. , ' ' 50 FIREFIGHTING DEVICES acceptable. , `1.01 The Contractor shall furnish all materials, labor, and _ ? -" ,''.'"' equipment necessary for the installation of the firefighting a31.0' rJ T v I S RLLATI ON: - devices as shown on the Drawings. '3. Q12.1 Install dCOeSsbY'.i B� at l OCat iG'n antl het ht8 intl Catetl 9. ,; � ` ' -level. antl plumb. Installation method 'shall bexn accCmdance �" - 01 The ,r h r 2. Contractor shall examine rna al work -r 1 c Ir direct cont - ':"with roar of a ct ur r' r e s eccrnrne r, ris cat to " ','_ - - ,,, ,, With err havin an affect c,ri hi w rk n g u If a y tlefects .re found e that would have err verse effect on the erection or completion et Son ,.3.02.2 Install manufacturer's reccrntroo a '# f anchor system for all of the Installation of his .materials, the Contractor shall notify :.grab bars. the Architect in writing of the nature of the defects. If the CC -It reef or proceeds with his work without offset ing such ', 3.02.3 Conceal evidence of drilling, sitting arid fitting on netifieat ion it shall be construed as an b Acceptance AcceP t, Y him of ..adjacent finishes. all Proceeding work. '3.02.4 Fit flanges of accessory its s ug to :wall surfaces. '' ,,i, - . 3. 01 MATERIALS: ALS: Fire ext ir�gui shays shall be 2p10EC or 40EC as ':provide for caul kin g in gaps between return flanges and f ins sh �, ' .', shown on the Drawings. Fire extinguisher dimensions shall nGE .all if necessary. -. exceed 3.6" high x 6" wide. 3.03 FINAL DETAILS: , ' '.� :..', ,ill 3.03. 1 Adjust ace J essc Ties f or Pfj per o e P P at ac,rr. , .:: n-:- 'f ,': .'.,. .', ,' ? :'; ',. r, y Ql ay. 0 tl 3C3__ �t? 'L`iI ...fFM�a54:. ,... .,, ,. ,: ,., r' ', ,.1, ' [[ I I 14Y...: 3. 03.2 Clear. 1 exposed surf aC P or t P s Y G p.. } r i I ins Eat r a P. is ,. , ,, , .t. .., �.> . - ,- ^. .. ' �.,. ` :, ..,... ....:,_. ,...,. ,. --.,. ........ 1 tad 1. 'Tflir f', ir`ndnira'-LCirfhall ,outdo all rnateri als labor and 3. 00.3 Deliver live accessories s rles Chedule, kes 1 antl parts and service I I'll I ' s xi u rik ak' ss `r f pose e a for the complete installat tor• of eq y C- 'a I 1 P ' sheets as rt a pf cl n P ,cs o e : m nts t tl6'rB a W N f or Owner's permanent P _ 1. ° records. ords. :. - .. : .` , ,. , t I :, , F " 'i `1 t 'r1'1 Y ,..�., , , ... , ... ..:.. .. v 'ti r fir... ?.,. F w .,.. , ,,. ,..>A ., .,n,.,, 1-..,.�"a...,.�.x .u..,n ly„b.a ...u. 'a- ku,...s,..ti,,.rv. ,ax rv�ui,.,ea9u 7.Dote i Revised ,,, John M. Fosr Architect Y 927 N.E. Jensen Beach Bo, levord Jensen Beach, Florida 33457 (305) 334-3388 878-51 1 1 f0C,fTIbP,r n,Tlericon Institute of fircF'IecL- AUTO DE:1,-Fri,--,-IIP FOR MILLER SUZUKI ST LUCIE COUNTY r FL. SP Sheet OF S Commission o scion 25 _ 97 Date t c - ... .. a-., .._•a., ,.�,•..,.., • ,..:�� ,. . I ._-.. - PRUNE 'y BUTRETAIN NATURAL ..�k I' FORM OF TREE � MOIR �Br+I PAVEMENT TO F WITH WILT - INSTRUCTIONS I ACCORDING •.1. q ' 1 i TO MFG•S IN$TRVCYIONS IF FOLIAGE IS PRESENT DOUBLE $TRA D OF 10 GAUGE GALV, /WIRE TWISTFi THREE GUYS PER / TPEE,SPREAU I]On APART No ROD � c ^ � ��n GOIlL P4'� ♦I / till CONCRETE p .�/ to i q wo • �#,; m 10/lo W M I o l t1i, FIw7I _ �N HOSE � UHITEIOR'S FLAGGING � `' : � I ` , �v���G%�K• � {" TREES LARGER THAN I••CAIn: TYPICAL HEADER CURB DETAIL /'��BE WRAPPED WITH WATER — '\ TREE WRAP $SECURED WITH TWINE S xKE L S WIT. ;TOP OF • ELEVATION 14I lAN Mom) �} 5a . . STAKE FLUSH WITH GROUND �dn ' d ^ GEPA.G. �• ��/ ,I • $ ' EARTH E -$IANOCI$Q}• �' I �N "w '4jt4B' PS]h'p-.TR TRUICTF,AILS 4'HIbHBERMFLOt yWATER /411L II 0„ 8. � 1 • M ���'�' x'1�'4 tz`x isfk"%44 '3 ''Sa s ?` f h 1 k ' n t.21Ake. I � a'M,�'}£}j f''S@ rLM YdSr�,; l . n #a 1r ? #•. 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