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Manufacturers Outlet 48551
CONTRACTOR: ARCHITECT: OWNER: LOCATION: PREVENTION BUREAU PLAN NUMBER DATE RECEIVED_ Lord & Son Construction PHONE NUMBER: William Henry __ PHONE NUMBER: MANUFACTURER'S OUTLET PHASE IV 2811A-2825A Peters Rd. TYPE OF OCCUPANCY: SIZE OF BUILDING: _..- Mercantile 11,423 sq. ft. TYPE OF CONSTRUCTION: NUMBER OF FLOORS: i 2-2-89 IV sprinkled 1 ST LUCIE COUNTY ROAD IMPACT FEE CALCULATION FORM Name of Feepayes Address Date — — — — — — — — Permit;i�•��l� (%/���fl _ Road Benefit and Collecticn Zone 0 .�/t& ^� `:�4. - - - - - - - - - - - w - - - -The impact fee calculated herein has been determined based on the fee schedule adopted in St. Lucie County Ordinance 65-101 effective February 1, 1966. IMPACT FEE CALCULATIONS LAND USE TYPE" r� ® UNITS ...........i...... SQ FT 0 PARKING SPACES ........ STUDENTS............. i FEE PER TOTAL UNIT IMPACT FEE ■ rCH�_0-0'4 ISLAND PROPERTY ------ _..� - A review of Your submiNal 5T ylIii DP II!39e for compliance UCIE�COUNTY PERMIT APPLICATION with ST. LUCIE COUNTY/�� j AA4cfi8g._EC 87-03 �X L'r % ire"�G6/ CODE $k_ tKA1,EfERMIT NO. _ �AIPLiCATION FOR PERMIT TO CONSTRUCT'>I LJdB LOCATION/ADDRESS: LEGAL DESCRIPTION ROAD IMPACT: DISTRICT / ZONE -5FEE / I / I 7i � ----� MAP #— FL60D ZONE _A- L_ LOT _ _ / ELEV BLOCK -L-li� UNIT — PROPERTY TAX ID # ) %� -Z--- -� RGE LOT SIZE/DIMENSIONS t SET BACKS: FRONT ) L. EST COST —= REAR — ''.�'�'� - Cl `� —r---__ SIDE SIDE SO FT BUILDING: LIVING AREA -' - � /ACCESSORY ARCHITECT. NAME William Henry/Architects 5215 PHONE (813) 878-2155 =ONTRACTOR: )WNER OF PROPERTY: ADDRESS W. Laurel Street Suite 200 CITY Tampa ---- ST FL ZIP 33607 -SPATE RE$/CERT GC C008942 �f� GPJ(/NTY CERT # 9127 t"NAME Lord & Son Construction, CITY Fort Walton Beach IncgDDRESS P- O. Box 1808 STATE Florida 32549 (904) -- ZIP PHONE 863-5158 V AME Russell_— nt Corporation ADDRESS 1206 Fawn Lake Place ---_ PHONE (813) 684-8108 CITY Valrico STATE Florida -------_ ZIP 33594 ATE OF FLORIDA, COUNTY OF ST. LUCIE Before me, the undersigned authority, personally appeared Leven D. Lord ing duly sworn, deposes and says that the information contai d s true and c in the foregoing application iorrect, /D / , who.upon Cry Applicant _---- Sworn to and subscribed before me this 3rd day of January 1919. SCHOOL IMPACT FEES Required Yes *Public, State of ❑�%0 Flori a at Large MY Co�mmission expires: M^r Amt. Pd __----- 9 Date Pd Posted CHECK LIST PRO 89-0202 Project Name: MANUFACTURERS OUTLET CENTER - PHASE IV - PARCEL 1 Architect: WILLIAM HENRY ph:(813) 878-2155 (TAMPA) -.I �-®N4 y so9S Contractor: LORD & SON CONSTRUCTION, INC. ph:(904) 863-518 (FT. WALTON) Owner: RUSSELL DEVELOPMENT CORPORATION ph:(813) 684-8108 (VALRICO,FL) /1A I F aS Address: 2821 PETERS RD. FT. PIERCE, FL 34945 Occupancy Classification: / A( Type of Construction: J V/ Height and Area: e[.%— (J 7 Occupancy Requirements per Chapter IV: Construction Requirements: A. Fire Protection: B. Egress Requirements: _Q-k d $ e,7 , -,9 P 85'cA Other JRequirements: hoes vic 6�lw Elevators Sprinklers & Standpipes Cosbustible Materials - Interior Roof Coverings Light - Ventilation - Sanitation Handicap Requirements Plans sent to Fire Dept. - Date: Plot Plan Check Water Energy Code 3/_ Approved: Sever Paving & Drainage approval by Engineering Dept. Special Conditions prior to issuance Threshold Affidavit/Before Issuance Affidavit FORM 8 DOC- 86 FLORIDA MODEL ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION SECTION 8 -- SIMPLIFIED ANNUAL ENERGY METHOD ADMINISTERED BY THE DEPARTMENT OF COMMUNITY AFFAIRS $C STATISTICS NON - RESIDENTIAL BUILDINGS -PROJECT NAME i� 'i#- PERMITTING OFFICE I , �I ADDRESS: R, 70 =9 JURISDICTION N0. ° � 110 CITY, ZIP CODE r- Plaj,[r_ PERMIT NO.: BUILDER: ZONE; OWNER \\ i2USL, V��IEGdµ.r:JT BUILDING CLASSIFICATION(S) ')-)Lj� BUILDING VALUE S SYSTEMS AIR CONDITIONING UNIT NUMBER TYPE El SEER COP TONS S Dd 8-b r si{I rip I .�C U = UNITARY C = CENTRIFUGAL P - POSITIVE DISPLACEMENT ENVELOPE Areab�-L U WALL NO. 1 177 NO. 2 ROOF IDZI7 OS RAISED FLR / INT WALL GLASS TOTAL COND. FLOOR AREA=�b S.F. LIGHTING TOTAL KW 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 E 809.3 Dual Calculation 807.4 Kitchens Budget HEATING UNIT NUMBER TYPE COP BTUH TSB DM1IT �S�iDb7 E I 414425 'zYPs�7 SS -I)b 4p,G I 3Z39S 1312 pIVT SS`10 E 3L3`c!S E = ELECTRICAL RESISTANCE HP - HEAT PUMP G = GAS 0 - OIL Im COMPLIANCE SECTION 8 BUDGET c 1o7, BUILDING MBTU/SF SS SECTION 4 BUILDING MBTU/SF CALCULATION METHOD OWNERtAGENT DATE: Review of the plans and specifications covered by ihIs calculation indi. cate compliance with the Florida Energy Code. Before construction is completed. this building will be inspected for compliance in accordance with Section 553.908 ES. BUILDING OFFICIAL: DATE FORM 800-A-86 I LORIDA MODEL ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION SECTION 8 -- SIMPLIFIED ANNUAL ENERGY METHOD ADMINISTERED ar THE DEPARTMENT OF COMMUNITY AFFAIRS ENERGY CONSUMING ELEMENTS rne�e =.y'. WALLS Q _ i ROOF �yl RAISED FLOOR 6 J ClINTERIOR WALLS�� I I GLASS SOLAR OR. �t ® vJ WINTER SPRING AND FALL__ SUMMER U• q AREA MT 7RMT MOTU l U• A�—R A -M RT T M BTU U• AREA • MTR - MB U .. Cmu GLASS CONDUCTiO Uo 9 �CwM OUTSIDE Alfl CPM VWM [F 7 , PEOPLE HEAT AI PWM I J LZ 17, 5, n LIGHTING HEAT WATTS`LWM IiVAC MOTOR HEAT 8HP `MWM ' INer---,cowo. aroma SC AV SSFM- ,� 10 vx)o 1,Z, EUimCSFM I 753C� Uw Aw `(W�SM � I`7 7Fi )ii7 1� Ur � Ar � RSM Ur Y AI p FSM a 00 SC Aa SSM I(Iy loW Z7, I Z,oIG 4irco moo' 04S 4L_ S — 9 • csIA ff MAV CFA—I�—VSM ATTS, LSM aL�� 7r1� BHP�i MSM K I WINTER SUBTOTAL cnoose Heat L START-UP HEAT r At +SUN choose I'� ! Cool Heat Cool m I SUBTOTALS Q or ©__ H r47f1(o. ID % ! � LL N I HEAT/COOL SYS. MTR NSM 1, b CSM HSM a CSM P SEASONAL SUBTOTALS H lY7WI;, C 4 H C I •ae eae ENERGY SUMMARY HEATING LIGHTING LRE x WATTS - MBTU RAW ENERGY ltMRI o1 ' WATER HEATING NW on BUHW A/ MBTU HVAC DEVICE MRE BHP MBTU MOTOR COOLING TWR RAW Puuvs ENERGY ANUS - VAV ANUS - CV ID 3' OTIIER TOTAL (24"Ir/lf) R— R TOTAL MBTU _ FLOOR AREA AI = T DESIGN ENERGY , 7,AL ZIP f TOTAL MB W: 'lfrC114�i I COOLING BUDGET -Table 8-1 FA i k z r- r "� * ! v k 5 - i '� f � � k� ! Y t •p N'd l k-0 .1 y f d�i•, ` 1 COMMENCE at the Interior 1/4 Section Corner of Section; Township 35 South, Range 39 East, St. Lucie County, Floe; thence run N89°41'32"W, along the East-West 1/4 Section Lira said Section 24, a distance of 768.20. feet; thence. S00018'28"W, a distance of 45.00 feet, to the POINT OF BEGIN- thence run S89°41'32"E, a distance of 683.72 feet, to the of Curvature of a curve concave to the southwest; thence southeasterly, along the said curve having an:. h-tLYior angl d,, 89036'19"; a radius of 30.00 feet, an arc length of 46.92 feet. and a long chord of S44053'22"E, a distance of 42.28 feet, to the Point of Tangency of said curve; thence run-S00°05'13"E,a distance. of 281.. 67 feet, parallel with the "North -South 1/4 Section line of said Section 24 to tn, point of Curvature of a curve concave to the northwest, lhl,' +wn,. southwesterly, along the said curve having an: interit1 a', e of 26042'20", a ra Ius of 560.00 feet, an arc length of 261.02 feet and a long chory of S13915'57"W, a distance of 258.66 feet, to. the Point of Tangency of said curve; thence run S26°37'08"W, a distance of 237.49 feet, to the Point of Curvature of a curve concave to the Northwest; thence run, southwesterly, along the said curve having an: interior angle of 77016'03", a radius of 435.00 feet, an arc length of 586.63 feet and a long chord of S65015'09"W, a distance of 543.18 feet, to the Point of Reverse Curvature of a curve concave to the southeast; thence run southwesterly, along) the said curve having an interior angle of 45027'09", a radiurs of 515.00 feet, an arc length of 408.55 feet and a long chord of S81°09'36"W, a distance of 397.92 feet, to the Point of Reverse Curvature of a curve concave to the northeast, thence run northwesterly, along the said curve having an interior angVe of -80°06'22", a radius of 30.00 feet, an arc length of 41.94 ',feet and long chord of N81030148"W, a distance of 38.61 feet, to the Point of Compound Curvature of a curve concave to the northeast, thence run, northwesterly, along the said curve having an interior angle of 21°31'0111, a radius of 625.00 feet, an arc length of 234.71 feet and a long chord of N30°42106"W, a distance of 233.34 feet, to the Point of Tangency of said curve; thence run N19°56135"W, a distance of 100.87 feet; thence., run N70°04102"E, a distance of 459.41 feet; thence runN25°04'02"E, a distance of 226.43 feet; thence run N00018128"E, a distance of 405.04 feet, to the POINT OF BEGINNING; all lying and bei InIg in Section 24, Township 35 South, Range 39 East, St. Lucie County, Florida;containing 18.6074 acres, more or less. o A. POs PARCEL r s s m\ PARCEL 8 •� __.. r OOMMENCE at the interior 1/4 section corner of Section 24, 2 Q Township 35 South, Range 39 East, St. Luci County, Florida; - N thence run N89'41'32"W, along the east -west 1/4 sect ton Itoa of run said Section 24, a distance of 768. feet; thence S00°18'28"W, a distance of 450.04 feet; t ence run S25°04'02 W, a distance of 226.43 feet, thence run S °04'02"W, a distance of:\ p 9.41 feet to the POINT OF BEGINNING- thence run S19°56135"E, a >J o dis ce of 100.87 feet to the po t of curvature of a curve ,� N concave to the northeast; thence r n, southeasterly-, along'. said curve hav an interior angle o 21-31,01", a radius of 625.00 N feet, an a length ,of 234. 1 feet and a long chord of feet, 'ana a stance of 2 .34 feet to the point of reverseS30044 curve of a cure concav to the southwest, thence run southeasterly, along the id curve having an interior angle of 19°19'05", a radius of 77 _01 eet, an arc length of 261.30 .feet, O and a long chord of S °48'04 a distance of 260.06 feet, ° thence run S70°04'02'`W a distance f 100.09 Beet to a point on \ the arc of a 6x5.00 0 radius. curve, hence run northwesterly, said curve being ncave to the south t, along said curve having an interior angle of 18°59'26", a ra s of 675.00 foot, f and g chord N31°57'S4"W, a cp an arc length o23.73 feet a lon .distance of 222. 0 feet to the point of reverse cu e of a curve _ ys to th northeast, thence run northwesterly, along the concave ing an interior an gle of 21°31''Or of said curve h a S ('� 72.27 feet and a lonn g rho of 725.00 feet an arc length of 2 N30°42'O6" a distance of 270.67 feet to the point of tangen of said rve, thence run N19°56135"W, a distance of 100.88 feet,,\ •,� thence Lin N76 °04'02"E, a distance of 100.00 feet. to the POINT OF - ,\ BEGINN NG; all lying and being in Section 24, Township 35 South, n Rang 39 East, St. Lucie County, Florida,, containing 1.3702 Acr s, more or less \=.-- w i CURVE DELTA RADIUS ARC TANGENT CHORD CHORD BRG 30.00 41.94 25.22 38.61 N 81'30'46"W 1 80'06'22" 2 21'31'0A" 625.00 234.71 118.76 233.34 N 30'42'06"W O1> b 3 89'36'19" 30.00 46.92 29.79 42.28 S 44'53'22"E 4 26'42'20" 560.00 261.02 132.92 258.66 S 13'15'57"W ao 5 77'16'03" 435.00 5B6.63 347.68 543.18 S 65'15'09"W .00 408.55 215.71 397.92 S di'09'36"W 6 45'27'09" 515of U 7 90*00,00" 30.00 47.12 30.00 42.43 N 64'55'56"W v 8 11'30'05" 775.00 155.57 78.05 155.31 N 26'41'00"W 9 91'33'40" 30.00 47.94 30.63 43.00 N 14'20'48"E 10 43'45'32" 435.00 332.23 174.69 324.21 N 82'00'24"E \ 11 77'16'03" 515.00 694.52 1, 411.62 643.07 N C,,5'15'09"E 12 3'31'10" 29.00 1.78 0.89 1.78 N C'1'41'33"W `16'51'46"E 13 16'08'24" 29.00 8.17 4.11 8.14 5 - 14 2'12'34" 775.00 29.89 14.95 29.86 N 21'02'15"W 15 9'17'30" 775.00 125.68 62.98 125.55 N L?6'47'17"W �� s 16 34*55*52" 435.00 265.20 136.87 261.11 N 17*35'34"E v O 17 8'49'41" 435.00 67.02 33.58 66.96 S HO'31'40"E � 18 22'46'45" 515.00 204.75 103.74 203.40 S 07'30'12"E ' \' 19 54-29'18" 515.00 489.77 265.18 471.52 N 1i3'51'47"E 20 B'43'34" 43F.OG FE.25 33. 19 66.19 S 30'58'5E"W 21 37'03'56" 430.00 281.41 14E.83276.53 S n3'52'3 H W ,N ` "-.. 22 31'28'34" 435.00 23B-97 122. _. 23 10'01'34" 775.00 135.62 c7._'i8 1311 .w 223.73 112.90 22 14 25 206 W 81*31675.00 '01" 725.00 272.27 137.76 270.67 N 30'42', 26 21'31'39" 725.00 272.40 37.83' 270.80 N 30"41'47"W 27 21'31'01" 675.00 253.49 128.26 252.01 N;.42'06"W 28 26'42'20" 600.00 279.66 ^. 42.42 277.14 S 5'57"W. 29 77'16'03" 475.00 640.57 379.6 S.; 5'09"W 30 54'01'16" 475.00 447.,85 242.1 S 2'32"W 31 16'37'12" 725.00 2. 00 105.90 4'33"W If', N c1 32 4'54'27" 725.00 31.U7 ,j t N.. ,p 23 W':. PARCEL o ( 12 Foot Wide Easement) - COMMENCE at the interior 1/4 Section corner Sec Lion ' ,Township 35 South, Range 39 East, St. Lucie ounty, Flo ence run S00°OS'13"E, along the North-Sout /4 Section Li, . sai Section 24, a distance of 557.69 eet, to the Wes. :.right- -Way line of Interstate 95; th ce run S26°37'08"W, al On . inters to 95, a distance of 333.78 the said fight -of -Way. line Of feet, to he POINT. OF BEGI ING; thence, meandering ` Southwesterly long the said r' t-of-way line of Interstae 95 the following fo (4) course 1.) S26°37'08"W, adistafice of :.174.73 feet; 2.) °56'23 a distance of.160.74 feet; 3.-- S65°56'24"W, a distanc 398.47 feet; 4.) 570°04'02"W, 'distance of 85.32 feet, o point; Thence run N1..9°Sd'58'W, ' distance of 12.00 fee to a i n t ; Thence run N70004'02'E; :distance of 84.88 f et to a poin • Thence run N65°56'24"E, .distance of 395.38 feet to a point; hence run N40-46I23'E, a di stance of 156, feet to a point; T ce run N2.6°37'08"E, a " distance of 62.1 feet to a point on the ar of a curve concave to the Northw t, thence run Northeasterly along hearc of said ,'.curve havin an interior angle of 12°23'3411, a ra of 515.00 ` feet, an rc length of Ill .39 feet and a long rd of N32°48'55 E, a distance of 111.18 feet to the POINT OF BEGI : all lyi g and being in Section 24, Tq '.ip 35 South, Range 3 - East, t... Lit Ie County, Florida; contai. 0 ?641 A res, more or I e ss. OB PARCEL Mac 3 .5' 4V y��ryA v. P, Q 1 b _ MM�1 np "V AP 3 � co co O 7 a p pgyss w to 0 B9'� �. 4 0p v 4 PARCEL 6 30 1.4750 \CRCs SiS Q POB PARCEL Pohl 12' E M T ) A 4n 50 SEMI JAM ES A. KI R BY III d&EGISTERED LAND SURVEYOR 1919 ORANGE AVFNUE R0._E'Ux 1826 .. FT. PIER;E, FLA. 33450 (30j) 484 79621 AF 51577 33' PARKING SIDEWALK CONC. WHEEL STOP PER 2 ARCH. (SLOPE VARIES / PLAN ��� _'; • ----- / / �— / NA A Nt-IFACrTURER ' T El I I I I I I I I I I I I I I I I I I I I I I I I / EX I STING I I I \ I PARK I NG / -------------- 20.90 20.86 20.17 2( 21.15 EXIST. H.C. SPACES (5 ti - Cl 174 °16 IG \ \ A \ \ p f :. SLOPE VARIES ROOF DRAIN \ \f t (SEE ARCHITECTS PL)i 2i 15 AN -- 21. 0 -----------121.20 I I PARCEL' G01 lhir)A RY EX ISTING ROAD 19.81 _ _ N 640 55' 58" W. 1 16.92 I119.96 19.87 ' EXIST�� ' 20.31 F H \ PROVIDE OPENING IN EXISTING STRUCTURE FOR 15" P.VC. PIPE 1 O a \ INV EL. 15.20 �'3, TIE INTO PROPOSED 16 R W I f / ( ROOF WATER ) DRAIN PER I �\ i ARCHITECT'S PLAN. INV. I SLOPE""'""* �dAR"tE5 y Ile EL.15.54 C>i g l l �J�f ST lNl 8 BUILDING I I PROPOSED BU _ CLEAN -OUT PER I CONST. CLEAN -OUT FIN. FL.R. EL. 21.80 ARCHITECT'S PLAN I INV'LL.20.19 A=45°00'0 / INV EL. 2.03 "S^� T CONST. IAM SE R= 26.9�' ICONNECTION L = 21.18 fi'FIRE MAIN - CONST.2OL.Fo6" PVC 10 / I / A o / \ \(\------� (SEE ARCHITECT S r---- � , rwj' 2t7.4 i.0-�---! t i 20.75 POINT OF SERVICE \V A AV I I CONST 2 OF FIRE SPRINKLER 2" WATER SERVICE (SEE I CONST. $�k 'kPPR 1lED) 221/20 BEN SYSTEM / ARCHITECTS PLAN) _- � CONST 6 WET TAP S 6 I i CONST, 24 ATEI2 / / G.V. 8 BOX ( WET TAP TO I p, SE ICE ACONST FH.SSEMBLY //BE MADE / ACCORDINGB OCSPECIFICA NTRACTOR L —, r n OF AND UNDER THE SUPERVISION / OF THE FPUA) E SUPERVISION c� CONST 6 z6 TEE I I o W/G.V. 8 BOX 13, PARKING 18f \\ \ \ \ I" TYPE S-3 ASPHALTIC \ 1 CONCRETE SURFACE COURSE 6 --i 6'TYP / CONC. WHEEL STOP I_ r G�--' TYR / -' SEED 8 —_�MULCH PER - ---- ARCH. PLAN 11 6"COMPACTED LIMEROCK BASE OR COQUINA BASE 8" STABILIZED SUBGRADE PARKING SECTION C - 46 C� ,. PAVING,DRAINAGE, WATER AND SEWER PLAN •A.. Il y0 WATER METER 1 trt / �p BY F P U A 6" BACK FLOW PREVLNTER ASSEMBLY BY FPUA (SEF \ " DETAIL 6HT ) �CONST. 6P.V.C. / 0 h / � CONST CLEAN- / / GD OUT NV. EL.16.30(' [A� o `V 01* EXIST. 6" S a 1.0 % - EXIST. SAN. M.H. FIELD. DRAWN BY: G. P. CHECKED BY: DATE. 12 / 2 0 / 8 8 JOB NO. 87 - 151 M.E. SANDERS �, �(. � aw JAN 17 1989 #38814 NOTES: 1. THIS 3HRET IS AN ADDENDUM TO THE PLANS AND SPECIFICATIONS, SHEETS 1-21 FOR MANUFACTURER'S OUTLET CENTER, LBF&H WORK ORDER #87-151. ALL DETAILS AND SPECIFICATIONS APPLY TO THIS OUT - PARCEL CONSTRUCTION. 2. HORIZONTAL CONTROL WAS COMPUTED BY: JAMES A. KIRBY, III 1921 ORANGE AVENUE FT. PIERCE, FLORIDA 33460 , wildmiiwwim (407) 464-9621 LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. CONSULTING ENGINEERS, PLANNERS& SURVEYORS 10 CENTRAL PARKWAY 1905 SOUTH 2STH STREET P.O. BOX 727 SUITE 420 SUITE 205 JUPITER, FLORIDA 33468 STUART, FLORIDA 33497 FORT PIERCE, FLORIDA 33450 ST. LUCIE COUNTY DATE BY DESCRIPTION REVISION SEAL SCALE, I"= 2 0' 1 DR. NO, 8 7- 15 1- AD - I ABBREVIATION ABV above PERT perimeter AFF above finished floor FLG flashing PLAS plaster ASC above suspended ceiling FHMS flathead machine screw pLAM plastic laminate ACC access FHWS Ilalhead wood screw PL plate ACFL access floor FLX flexible PG plate glass AP access panel FLR floor (ing) _ PWD plywood AC acoustical FLCO floor cleanoul PT point ACPL acoustical plaster FO floor drain PVC polyvinyl chloride ACT acoustical tile FPL floor plate PE porcelain enamel ACR acrylic plastic FLUB fluorescent PTO post -tensioned concrete ADD addendum FJT flush joint PCF pounds per cubic fool ADH adhesive FTG footing PFL pounds per lineal fool ADJ adjacent FRG forged PSF pounds per square loot ANT adjusoble FND foundation PSI pounds per square inch AGG aggregate FA frame (d), (ing) PCC precast concrete A/C air conditioning FRA fresh air PFB prefabricate (d) ALT alternate FS lull size AL aluminum FBO furnished by (hers PFN preformd e g PRF preformed ANC anchor, anchorage FUR turned (ing) PSC prestressed concrete AS anchor bolt FUT future PL properly line _ ANOD anodized GA gage, gauge QT quarry file APX approximate GV galvanized use I ROT rabbet, rebate ARCH architect Intel) GI galvanized iron _ RAO radius AD area drain GP galvanized pipe RL rail long) ASO asbestos GSS galvanized steel she RWC rainwater conductor A6PH asphalt GKT gasket (ed) REF reference AT asphalt the GC general contract (or) s RFL reflect (ad), live), (or) _AUTO automatic GL glass, glazing ;" REFR refrigerator BP back plaster (ad) GLB glass block r REG register BSMT basement GLF glass fiber r RE reinforce (d), (ing) BRG bearing GCMU glazed concrete masonry units RCP reinforced concrete pipe BPL bearing plate GST glazed structural file REM remove BJT bed joint GS grab bar RES resilient BM benchmark GO grade, grading' BET return BEL below GRN ( granite _ Rol, return air BET between GVL gravel 1 RVS reverse (side) BVL beveled GF ground face REV revision (s), revised BIT bituminous GT grout FIN right hand BILK block GPDW gypsum dry w8 ROW right of way BLKG blocking GPL gypsum lath R riser BD board GPPL gypsum plaster PVT rivet BS both sides GPT gypsum Ilia RD roof drain BW both ways HH handhole RFH roof hatch BOT bottom HBD hardboard BRK brick - RFG roofing HDW hartlware RM room BRZ bronze HWD hardwood BLDG building WIT head join) RO rough Opening RUR built up roofing HDp header RB rubber base B BD bulletin board HOG healing BHT rubber the CAB cabinet HVAC healing/ventilating/air conditioning FG SFGL RBL rubble stone safety CAD cadmium HD heavy duty glass CPT carpet (ed) HT height SCH schedule SCN screen CSMT casement HX hexagonal SNT sealant CI oast Iron HES high early -strength cement CIPC cast -in -place concrete HC hollow core STG seating SEC section CST cast stone HM hollow -metal SSK service sink CB catch basin HK hook (s) CK calk in caulk (in ) SHTH sheathing ( 9) 9 NOR horizontal SHT sheet CLG ceiling HIS hose bibb SG sheet glass CHT ceiling height HWH hot water heater cementSM shelf, shelving CEM cement INcIN incinerator ' S PCPL cement plaster (porlland) INCL include (d), (ing) m shore.(dJmg).,4 CM centimeter(s) 10 inside diameter Sislar CER ceramic INS insulate (d), (ion) SKL- skylight CT ceramic the INSC insulating concrete SL sleeve , CMT ceramic mosaic (file) INSF insulating lilt Sc solid core CHBD cl/lkboard INN interior SIP soundproof CHAM chamfer ILK Interlock S south CR chromium (plated) INTM intermediate SPC spacer ' CIR circle INV invert SPK speaker CIRC circumference IPS iron pipe size SPL special -.. CLR clear (ante) JC janitor's closet SPEC specification (s CLS closure JT feint -. SG square COL column JF joint fil{ Yq SST stainless steel- COMB combination J lolsl �} STD standard COMPT compenmem KCPL Kaene'a cement plantar STA station ST COMPO composition (composite) KPL kickplale STO steel 72 a COMP compress (edl. licol. (ible) KIT kitchen CONC concrete KO knockout m,A SD storm drain CMU concrete masonry unit LBL Zabel STR structural SCT structural clay the C% connection LAB Iaborai4 - SUS suspended CONST construction LAD ladder CONT continuous or continue LB lag boll SYM symmetry (cal) , CONTR ..contract (or) LAM laminate (d) { SYN synthetic CLL contract limit line LAV lavatory SYS system CJT _control join) LH Iclf hand TKBD tackboard CPR - topper L length TKS lackslrip— CG ;..corner guard LT light TEL telephone C ORR " corrugated LC light control TV television CTR counter LP lightproof TC terra coda ,. CFL counterflashing LW lightweight TZ terrazzo CS countersink LWC lightweight concrete THK thick liters) j CTSK countersunk screw LMS limestone THR threshold CBS course (s) LTL lintel TPTN toilet partition CRG cross grain ILL live load TPD toilet paper clapen r CFT cubic foot LVR louver TOL tolerance CYD cubic yard LPT low point TaG tongue and groove DPR damper MB machine bolt TSL lop of slab OP dampproofing MI malleable iron TST fop of steel DL deed load MIN manhole TW top of wet DEM demolish, demolition MFR manufacture (en) TB towel be DMT demountable MRS marble TR transom; DEP depressed MAS masonry T tread DTL detail MO masonry opening TYP ty rp cal A..0 •{.. e DIAG diagonal MTL material (s) UC undercut' DIAM diameter MAX maximum UNF unfinished DIM dimension MECH mechanic (al) UR urinal DPR dispenser MC medicine cabinet VJ v-joint led) DIV division MED medium VB vapor barrier DR door MBR member VAR varnish DA doubleacting MMB membrane VNR veneer DH double hung MET metal VRM vermiculite DTA dovetail anchor MFD metal floor decking VERT vertical DTS dovetail anchor slot MTFR metal furring : VG vertical grain IDS downspout MRD metal roof decking VIN vinyl D drain MTHR metal threshold VAT vinyl asbestos file DRB drainboard M meter (s) VB vinyl base DT drain file MM millimeter (s) VF vinyl fabric DWR drawer MWK millwork VT vinyl file DWG drawing MIN minimum WSCT wainscot OF '? drinking fountain MIR mirror WTW wall to wall DW dumbwaiter lot miscellaheous WH wall hung EF -. each face MOD modular WC water closet E east MLD molding, moulding WP waterproofing ELEC electric (at) MR mop receptor WR water repellent EP electrical panelboard MT mount (ad), (ing) WS waterstop EWC electric water cooler MOV movable WWF welded wire fabric EL elevation MULL mullion �s W west ELEV • elevator NIL nailablo ty WHO wheel bumper EMER emergency NAT natural °+ W width, wide ENC enclose lure NI "nickel ,r,- WIN window aa` EQ equal µR nolso reduction -. WG wired glass EDP equipment ' NRC 'noise reduction coefficiem, WM wire mesh T� ESC escalator _ ,` NOM nominal WO without EST estimate -NMT nonmetallic WD wood EXCA excavate 'T.. N month f WB wood base , EXH exhaust BIC not in Contra G WPT working point EXG eRisting '. NTS :;not to scale WI wrought iron EXMP expanded metal plate ,MOBStiposte scure EB expansion boll ` OC center (a) IE`ir SYMBOLS used as abbrevlatlonr.E%P exposed �l�: OPaqueEXT exterior OPGening L angle EXS exta shon iJ' 7'OJ en-webjocenterline FB lace bnck OPP - c channel FOC face of concrete QPHopposite hand d penny FOF lace of finish OPS apposite sir dace } 1 perpendicular FOM lace of masonry _ OD outside diameter - PL plate FOS face of studs OHMS overhead machine screw'., �: 4f round FF factory finish 'r OHWS ovalhead wood screw - FAS laslen, fastener CA overall FN fence OH overhead FBD fiberboard PNT paint (ad) FGL fiberglass PNL panel FIN finish (ad) PB panic bar FFE finished floor elevation PTD paper towel dispenser FFL finished floor line PTR paper towel receptor FA lire alarm PAR parallel FBRK fire brick PK perking FE lire extinguisher PBD particle board FEC fire extinguisher cabinet PTN partition FHS fire hose station PV pave (d), (ing) FPL fireplace PVMT pavement , FP fireproof PED pedestal FRC fire-resistant coaling PERF perforate (d) FRT hre-relardanl SCALE: V4' = 1'-0 0 MATERIALS LEGEND �//77ALUMINUM L//L/` r i/, BRICK C.M.U. EXISTING 1 GRANITE/MARBLE INSULATION (BATT) INSULATION (RIGID) L I PLASTIC PLYWOOD ..� : POURED IN PLACE CONCRETE. o : " a. PRECAST CONCRETE ^T STEEL � WOOD (FINISH) .= WOOD (ROUGH) ALL MATERIALS SYMBOLS ARE AS INDICATED ABOVE UNLESS OTHERWISE NOTED TR .vim. ACCESSORIES FRAMED MIRROR IBA+ 30* f MTG. HT.� REMARKS STD. Ft, 4040` HT. TO BOTTOM I 2 FRAMED MIRROR AND SHELF IB- X 30' 4S' 40' HT. TO BOTTOM 3 UNFRAMED MIRROR — — SEE PLANS 11 1 SOAP DISPENSER, WALL MTD. 38� 36" MTD. ABOVE LAVATORY, TO C. 16 SOAP DISPENSER, COUNTER MTD. — — 4' SPOUT INTO LAVATORY. 22 TOILET PAPER HOLDER 24 24 TO CET ERLINE _ HT. TO BOTTOM 26 TOWEL DISPENSER, SURFACE MTD. 40, 40' 28 TOWEL DISPENSER, RECESSED 40' 40' HT. TO BOTTOM 31 TOWEL DISPENSER/ DISPOSER, SE3o REG. 4O'� 40' HT. TO TOWEL DISPENSER OPNG._ 33 TOWEL DISPENSER/ DISPOSER RECESSED 59, 59' HT, TO TOWEL DISPENSER OPNG. 34 TOWEL DISPENSER/ DISPOSER, SURFACE MTD. 40, 1 HT. TO TOWEL DISPENSER OPNG. 36 SANITARY NAPKIN DISPENSER, SURFACE MTD. 36' 36- HT. TO BOTTOM, WOMEN ONLY 37 SANITARY NAPKIN DISPENSER, RECESSED 36- 1 36- HT. TO BOTTOM, WOMEN ONLY 56 SANITARY NAPKIN DISPOSER 18x HT. TO BOTTOM, WOMEN ONLY 60' GRABBARS — I 35' SEE PLANS FOR SIZE, SHAPE 68 MOP HOLDER 60'1 — HT TO CENTERLINE 70 COAT HOOK, DOUBLE PRONG 54" — HT. TO CENTERLINE I YSrt`ffiJ.+'4dRf&44[v:'4S.fii35^94eY.Sn3hk4^S�R�4r6Y3iR5S 8£urvdePP"-S.�es s ML � .4entt W , 2wP! x+ a R....Y.>, s'4+.+Wi Y A3.. ! a v v- e+e , d ..., v i o- �- .CJWT.!fM1.M\\.'E'A6lY.'YieIFF arrerrrn -x.�.:raw-aweanr,+uY.ww.xia»�,wun=✓- arw,arm':.s�n w: +eroersn.s+are:nw.' xnm..w.e. ,:v...v..a awuana,.. *:a'nao-a'mu... vxraerv. mu....: .man.vrxa-a.-::..anu�nr.�.v-wiw.ximwrvu ..swmmmartam+r.�anvran+rrvuenhrrmrw.sa„gaae�. ROOM FINISH SCHEDULE � SPACE WALLS CEILING F1_JOR BASE REMARK TITLE MAT'L FIN. MAT'L FIN. HT. AGT� 0y 7,2PIT ulry. .SIN 10;5 r� I L sr VIN. 104 SALT A2F„o G©Nt,. — — JO _- 105 Io= 1060 VIN, Virg vPF:;i" F'T' AGi 6= 107 ELF_Ci eIGAL ',1i CONC, — Gppw 10T, IDB TEL� �HoNE IeM cc�Nc, — G�pawT — w FRAME MARK _ TYPE MAT'L LABEL HDW. REMARKS ELEV. MAT°L aETAIL AL IfX%1-,,P`X HZ. .4 r * , MARK 7WALLSiTLE l FLOOR CEILING NORTH SOUTH EAST WEST 1 REMARKS u(rR, R1 A S ep !'k R 6 N E X,. L1 LANDSCAPE PLAN AO LEGEND SHEET A2.1 FLOOR PLAN A2.2 ROOF PLAN A3.1 ELEVATIONS A4.1 WALL SECTION AND DETAILS A5.1 REFLECTED CEILING PLAN S-1 FOUNDATION PLAN S-2 ROOF FRAMING PLAN S-3 DETAILS M-1 HVAC PLAN M-2 TYPICAL TENANT LAYOUTS HVAC P-1 FLOOR PLAN — PLUMBING E-1 ELECTRICAL LIGHTING AND POWER PLAN E-2 ELECTRICAL SITE PLAN TLP-1 TYPICAL TENANT LAYOUT LIGHTING AND POWER PLAN �� I � AIA. 0CCUI10AIJ(;xt' CLAe'�!i=1CA701 ?^E12"Zoi 7le (NI) 12ETAIL 5LO$r AI'2FA; r:,0NS'rKUCT,ON GLA59, �I GA" OBI " Y�'E (, v ) C-)t, )I NKLB12 t�uILnI1J�a H�I��t� (21'-0"� ,t N d� P^- I a1 cc N (r) co to ea Cl) C) L7 C7 !LLL Q O_ 1 f— O O (\j W F-- U7 UJ —1 t7I tZ Q —d tO N tr) z MESEF.]"V_ SYM. QTY. BOTANICAL NAME < — SF-EP PLANT MATERIAL LIST COMMON NAME 1-5—JP 40— H5 — CONG12ET.a I —CA —13—PT 15—JP SPECIFICATIONS JACARANDA HONG - KONG ORCHID J A 5 6 4 JACARANDA ACUTIFOLIA —~ 10'-IZ' HT X 5' SPD 2"CAL cc BAUHINIA_6_LAKEANA 10'- 1Z' HT' X 5' SPD 2"CAL CA 3 CUPANIOP515 ANACARPIOIPES CARROTWOOP 10' HT, MULTI -STEM PT H5 110' 210 FITf05PORUM TOPIRA HEMEROCALL15 SPECIES GREEN PITT05PORUM LEMON YELLOW VAYLILY 18" HT X IS"SPD 3 GAL 10" HTX 101,5PD 1 GAL J P 78 JUNIPERUS PARSONI PAR50N5 JUNIPER 12" 5PD. 1 GAL LC 4 LIVISTONIA CHINEN515 CHINE5E FAN PALM 24" HT X 24" SPD 7 GAL LX I IXORA 'MAUZ` PINK IXORA ►8" HT X 18" SPD 3 GAL PLANTING NOTES: * All plant materials to be Florida #1 or better. * All plant beds shall be mulched with 2" shredded cypress mulch. * Location of plants on plan are diagramatic-see owner or Landscape Architect for questions on exact locations. * The plan Will prevail over any descrepancies between the plant list and the plan. * All trees shall be staked as per detail. * Shrub hedge shall be planted 3' back from curb to allow 18" mulch strip to accommodate automobile overhang. * Sod shall be as follows: Hydroseed Argentine Bahia approximately 6,000 SF. TREE PLANTING DETAIL scale 1": 20'- 0" QEMOY� GEC �It�IJU��I7 TNY�� TRIM ti0 E4OE7ZS, Z -rA4 NJ N,4TuRskL gl-t-�� 'S/4�-Z PLY GLEIN RUP5ar=R OFZ STIG HOEEE. WHITE SURVEYORS TAGGING TAPE, (o" LENc,-r" COAL VAN IZED ZULN ttryi v W ITH 11-CrAL)CsE (ZrflLV. W ItZE 2'x3° STG,K6>i'S DtLIVcN INTO GTzpUND AT ANC�Lfi THEN '"TIGHTENED TO Vc`RTIGAL 3 ST4J-E5 AT I'LO- AN V LE' . MOUND TO FCJRM SAL),- 2 "MIN, MULCH 2EN10VE 15UML-AP FROM ARc )r-= TOp Q= UTALL PLANTING ' IL MIXTUTLE sra�E TREE'S oVE� 3" CAL IPcIZ 4 GUYTe_'EES UNDER 3" GALIPEP, IRRIGATION MATERIAL SCHEDULE SYM. QTY. MODEL NUMBER PSI 0 15 Ia04 55T 4X30 30 ® 8 1812 15'R 30 O 2 O 1804 15' R 30 0 12 1 1612 12, R 30 Q 2 PGP 900 #4 30 Q 15 PGP Al2J # 7 30 _ D4 2 200- PE 2_" ELECTRIC VALVE I RC- 7A -7 STATION CLOCK ............ 300LF 1 3" PVC MAINLINE IRRIGATION NOTES: * Piping or valves may sometimes be indicated as being located in unlikely areas: i.e., in buildings, under pavement, or outside property lines. This is done for graphic clarity only. Whenever possible piping is to be installed in soil areas. * All quantities shown on the drawings are not guaranteed as to accuracy and shown for the purposes of indicating volume of work. It shall be the re- sponsibility of the bidder to satisify himself as to the accuracy of the quantities. * All irrigation pipe not otherwise mzrked is to be * Install irrigation system in accordance with all applicable codes. * Sleeves shall be schedule 40 PVC sized as shown on the plan. * All 3" pop-up sprays shall be installed on ="x 12" PVC flex connections. All 12" pop-up sprays shall be installed on ?"x 18" PVC flex connections. All rotors shall be installed on ,"x 18" PVC flex connections. * Irrigation system requires 65 GPM and 40 PSI at the source. * A'1. rotor heads shall be Hunter all spray heads shall be Rainbird and F_'.1 other equipment shall be Rai nbird unless otherwise specified. * Control'er shall be located in the telephone room on the exterior wall. * Water source for irrigation system is Existing 2" city water meter. TAP INTO EXISTING 3" MAINLINE 4" & 6" sleeve INSTALL THIS PIPE BEFORE CONCRETE IS LAID 2" sleeve 4" & 6" sleeve 4" & 6" sleeve scale 1": 20'- 0" a N co n 0 N M T co v n O m M f7 Q O J LL Q a Q H 0 0 N W F y F y J W cr Q J N T N U) 6 U) W 0 Q LL 0 W a Z Q S ME HE HE o� 7 1 I Al 1 60 "'I MIN ilo- r a IL m LU I u Q� m >0 2 ul cc 2 W I unarm uunuu unnm 114111111111 mi=nwMni � iL 1 0 J LL aIml CC C u F W T in LL o m cr w 3` 0 N 0 i Q' N a. 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