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Mayport Road 1138 h SANITARY MANHOLE INV. (6.50') —26#-210 46,10„ (VERIFY) 8" PVC 254.82' _ 11.50' +_ --_—_.._._._.---- ------------- --------------.—_._---._--_.- ---------------------- ----�r-------------------- ------_—_—_—_—_--. —_ ---------_ - _--_ -- _ T _—_.___.—_—___ _—_—fi 12.00' + +12.50' 12.50'+ + ' r+95S 12.50' 11 + 11.50'3' 2 12.00' + + 1 x.50'+ + 12.00' / 1\ �� 1 �� 11.80' + I ! 12• 2.67' EXISTING 8" WATER MAIN o / 1 (1 I (VERIFY LOCATION) I z PT 1X6 2 I / I ¢ / r elope (TYP) PROPOSED BUILDING FINISH FLOOR EL. 12.75 / 13 11.5' j 1 b FAINT STRIPES I I 9.53' 9.53' OD PARKING 12.67' t ' 1 12.30' 2 ( (11.86') I www / 1 -+� 11.50'1 + + w w / 1 + I I 12.00' + aI + 3 ' C O t 2.67' e Q l_'J w �� Q a °! 12.87' 3 I I� o F + + , + ' r + 12.67 11�.,50 11.10 12.50 --w w f 1 12.50' 3 I IIS L_ P �� I I I Q �// X2.67 I 1/2* EXP JT FILLER y 12 �` HANDICAP PARKING 2 I { I slope a ' 6 PARKING ,f PT 1X6 12.50' + ' TYP + 11.30' _`ww ( ) ���� 11.70' O O O O I __-- --___-.- 12.67 + 1;2.50 12.50 + 12.50' + 'U 3 3 3 3 I a 12.50' iv ,> 4. � r 12.'00' + �' I j 12 + 12.1D�. "' ht• 2 12 + 11.80' 12.0 ' N ., j �i ' a 12.00' 12,40' 2 , BENCHMARK K 12,5D' 1 I 1 1 1 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 01 - cypress 1 1 1 1 + 12.40' 1 .5%, + cypress mulch $ 5 1/2'r CONCRETE SLAB W/6X6 Wl-.4•X W1.4• WWF - WARP ,- (CENTERED) ON COMPACTED FILL. as 1/2" EXP JT FILLER u CITE UF ATL J 1 + E . 7.S' UTILITY EASEMENT ��� � �� ����1.1 SITE PLAN BUILDING EPARTMENT t PLAN REVIEW " ! ITI. �5 DAT t .. POLIC WQRKSIDRAINAGE "'�• NOTES:- moi..... $U♦jVE1LLEGNDi 1. LEGAL DESCRIPTION IS THE NORTHERLY 50' OF �" � ' �" PVC LOTS 1, 3, 4 & 5 AND THAT PORTION OF WEST 12TH STREET, t'I';,. DEPARTMENT l�-,1PiA. I b-03-M (OVERFLOW) O 2' DIAMETER LICIUSTRIUM SHRUB (12,50') EXISTING ELEVATION (MSL) SHOWN ON MAP OF ATLANTIC IVT TO SAID LOTS, ALL BEING LYING PARALLEL & ADJACENT - , ... ,. .. ,. . ... .-. TIC BEACH SECTION "H" AS RECORDED U t li I"�"'IGS/WPt!�RlS�WCR 0� [,(-D� • IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF Yrl't R/+aGY1f Ij // o0 12.50' FINISH ELEVATION DUVAL COUNTY, FLORIDA. ++ • "" " ' 2. INFORMATION USED ON THIS SITE PLAN TAKEN FROM BOUNDARY U�1f:i�'iiEhiTM7 OR EXCEPTIONS - -- - 12' -- -- - - EXISTING ELEVATION (MSL) SURVEY DATED JUNE 1, 19138 BY ALL AMERICAN SURVEYORS, INC. 2 8' TO 12' HIGH PALM TREE Z . -------------- �3 2' DIAMETER JUNIPHER SHRUB NOTE: PROVIDE AND INSTALL SOD GRASS FROM THE NORTH AND WEST SIDE OF THE BUILDING TOA y DISTANCE OF 2 FROM THE BUILDING. A. U 'T' O C I1 I N I C SEP$ 1988 BUilding and Zonin F GHEORGHE FEDORGA, Owner EXISTING CONCRETE SIDEWALK EXISTING CATCH BASIN clean-out CITY CF ATL TIC BEACH t BUILDING OFFI 1' j BILLY M. ARZIIE, ARCHITECT SEP 122 North 115th Avenue Jacksonville Beach, FL 32250 (904) 2�q-9-4526 EXISTING CONCRETE CURB �I �-+ E- � L� ,� CUT OPENING INTO EXISTING CATCH BASIN I '�t AND INSERT 6" PVC. PATCH CATCH BASIN SCALIt,tll X141- � APpaovsD �'Y' DRAWN'BY--b�d,, FOR WATER--TIGHT CONNECTION. WEST 11TH STREET` DAT6t/� I G� & RRVI6 D 6. U T ,�, DRAWING NUMBER t* LA - �J)(D M L&40 L II _ _._.. r k N OTES FOOTING LEGEND : 1 . VERIFY ALL COLUMN AND SLAB DIMENSIONS, ETC. WITH METAL 3'--6" SQUARE X 1 '--6" (TH �-# BUILDING MANUF. METAL BUILDING MANUF. TQ DESIGN ALL ANCHOR EACH WAY TDP AND BO BOLTS. SUBMIT COLUMN REACTIONS TO ARCHITECT FOR REVIEW PRIOR TO START OF CONSTRUCTION. ® 3'-0" X 4'----6" X 1 ' -6" ITH #4 @ 12 EACH WAY TOP, 4- 5 LONG WAY BO TQM AND 2• THE ENTIRE BUILDING AREA AND TO A LIMIT OF 5 FEET BEYOND THE # BUILDING LINES SHALL BE PROOF-ROLLED AND COMPACTED WITH A 5-#5 SHORT WAY BOTTOM. HEAVY VIBRATORY DRUM ROLLER WITIH A MINIMUM OF 12 COMPLETE 4'-6" SQUARE X 1 '-6" WITH COVERAGES OF THE BUILDING AREA IN EACH DIRECTION AND 5-#4 EACH WAY, TOP AND CONTINUE PROOF ROLLING UNTIL A MIINIMUM OF 95% DENSITY 5"-#5 EACH WAY BOTTOM. IS ACHIEVED AT DEPTH OF 2' BELOW' THE COMPACTED SURFACE (MAKE MINIMUM THREE TESTS). 20' 20' 20' 20' -20' --20' 20' - 20' - 20' t I t Shoot 6 f sheet B I I I 5 I I I o 11 I I I I ------- ------ ---------------------_ ---------- --------------- �---------------------- At ..._"...-----__----__---- T I \ \ \ I I � \ I 1 / \ I / \ I I I 4j4--I-7i� 4f-- -. \� j--1--]\ %_-I-- 1_ _ u t G __] I B B \ / I / / \ / \ At At At IL 4 I At / \ / \ / \ / \ / I I #5 I AIRPEN, TYPICAL 4 4 1 7)WHE E SHOWN. I � 1 Sheet 6 i Sheat e � I c,J U � i � � CJ ,� v ----- 5.5 CONCRETE SLAB N GRADE W/6X6 W1 .4 X W1.4 WV F (CENTERED) I I OVER 6 MIL VISQUEEN. , `\ i `\ i \ i \ i \ / \ / i I 2 (U Sheets I \ / `\ f `\ / `\ i `\ At / I . , \ I / \ / \ I / \ I / I � �. I Sheet 8 At r4-- -7�i r�-- •- r4- �ir-- 1 \ I I , , I 1 I 1 I I © B �. L I / I I . 1 \ I , 1 \ / I 1 \, / I I . / I I CJ I I CJ -------- -------------------- -J I I 2 I . 1 _ •• Shoots I Sheat B I Sheet 6 I I I Sheet B I ' 1 I I I I fi r I / I 1 I TL________________ _____J IL_____________________- 7 2 Sheet 6 201-811 -20 1 --1 391-41) --401-8)11 l pPPPOVED r P s 1 q i CITE ur ATLAiIiIC BEACH FOUNDATION PLAN BUPLDING OFFICE: SCALE: 1 /4$1 = 11-011 2 , �. Bit _ I R I BCAL3tl �Ip I.Q II APPROVED BYt DRAWN 13Y J DAYEtuu*K ISI REVISED c Ira J Tav i"""'pL i 1 i DRAWING NUMBER W r r 1/2" FIRE-RATED GYPSUM BOARD ON s BOTH SIDES OF WOOD STUDS. 1-HOUR FIRE RATING. SEE FLOOR PLAN FOR LOCATION. EXTEND FROM CONCRETE FLOOR SLAB TO UNDERSIDE OF METAL BUILDING ROOF. ALL DOORS IN THIS FIRE--RATED PARTITION SHALL BE ONE-HOUR FIRE RATED. a 3 6 v TYPICAL FIRE-SATED PARTITION F V a 180' - 20' 140' �.__ _ __ 20' 10' 2x8 AT 1'-4" 0. C. HS6030 HS8030 ------_ ry _ � - - I __L_ ---. --- _—�._._.�.—�... .... • _...� --- � - � L(j LEA � 1 ❑ II O _ b I h I ba h Pob h th _ , - ----- bath I I 2-2X6 HEADER 0 I 2A 1 �7 -- I 20 I ry 1 3 20 24 1 24 24 ( 2 20 1I I 20 BATH CEILING FRAMING PLAN I I I I rental space I rental Ispace I rental ( space rental space I body shop I service bays I I I I I 1 ` I 30 30 30 30 30 1 F===�30 1 1 I I I � I 1 I I 1 i I ' to ' • I office office ( office office office I office I I I NOTE: WAND CEILING BATT INSULATION I IN WALLS AND CEILING OF OFFICE, i WAITING AND BATH. ___ i I I I 6 I I I j ___________ ____________ 2x6 FLOOR JOISTS 1( i I 30 I Z 34" PLYWOOD ON TO 4030 FG I __ _. ..-. ___...� I ; --------------------- FLOOR JOISTS. 10x12 30 IHB 30 10x12 I 1Ox12 30 IHB 34 10x12 I 1Ox12 30 IHB 30 1gis+12 j 16x12 Hg - I -__ -------------- ,y I f 30 office I I MEZZANINE LEVEL AT M service bay I 0 i TOP OF OFFICE. v I 6 I r RENTAL SSRACE OFFICE HANDRAIL y_i—, __ �• GELLING FRAMING PLAN 1 30 I in 30 3x1 COUNTER i 30 waiting N I DU I I N service bay 26 I 3' HIGH RAIL W/GYPSUM BOARD I ON EXTERIOR SIDE OF MEZZ. I ■ 1 � 0 bath _ AIR HANDLING UNIT ------------ HB SHOWER WITH CERAMIC TILE AND ----------------- GLASS SLIDING DOOR. AIR INTAKE EXHAUST FAN 2x12 STRINGERS W/2x10 THREADS. --------- --- ---------------- ANDRAIL ---_-__-___��� 2X10 FLOOR JOISTS 10'-11" AT 16" O.C. 40'_8" ------------- -- ------------------ ------------------ 3/4" PLYWOOD DECKING ------------- EXTEND THIS WALL TO ------------___- UNDERSIDE METAL BUILDING ROOF ________________ --------------- MEZZANINE LEVEL _�_�-_---- ABOVE OFFICE & WAIT FLOOR PLAN FI(yISH SCHEDULE _--------- �� OFFICE, WAITING & BATH: SCALE: 1 \8" = 1 —0 Floor - Sheet Vlnyi �30 GALLON WATER HEADER Base 4" Wood (FOR USE IN CUSTOMER BATH 0 Walls -- Gypsum Board Calling - Gypsum Board, Spray Texture SERVICE BAYS ar EMPLOYEE BATH: Floor -- Concrete OFFICE„ WAITING AND_CUSTOMER BATH Base - 4" Wood CEILING FRAMING PLAN i. Walls Gypsum Board & Metal Siding Calling - Baths, Gypsum Board APP 12 O V CD t Service Bays, Gypsum Board & Metal Siding CITi OF ATLANTIC BEFACH 13UIL,DING C)Fr f' RENTAL SPACE: i Floor -- Cpncreta-- St i Baser — 4 Wood P Walls - Gypsum Board & Metal Siding Ceiling -- Metal Roofing BY, BATH & OFFICE: l i Floor - Concrete Base - 4" Wood t Walls - Gypsum Board L Q L>5 Calling - Gypsum Board, Spray Texture 3 { SCALEt iAeo ILr 11:dvit APPROVED BY. DRAWN BY �1►■�� DATE.1.0C IG+t � REVISED "' 1 .. l I I ✓ �� ( -r ..�+ � . 1 f ` DRAWING NUMBER I.r LP N1 A,'-(/ FIS II y, i' A/C COMPRESSOR AIR COMPRESSSOR (FURNISHED AIND INSTALLED z , BY OWNER — '220V REQUIRED,) u z z F F II U=r_lx T ELECTRIC PANEL E-ELECTRIC ANEL ELECTRIC PANEL ELECTRIC PANEL ELECTRIC PANEL ELECTRIC PANEL ELECTRIC DANIEL RECESS INTO CONRETE SLAB. i TYPICAL WHERE SHOWN) Li SC. .. to cc f�i PROVIDE JUNCTION BOX FOR SIGN TO FURNISHED AND INSTALLED BY OWNER. x x Wr Iu ELECTRICAL LEGEND: SWITCH I DU WAY SWITCH NOTE. ALL ELECTRICAL WIRING, SWMTCHES, DUPLEX DUPLEX-110 VOLTS q. AIR HANDLING UNIT OUTLETS, LIGHT FIXTURES ETC SHALLL MEET CODE TELEPHONE VOLTS REQUIREMENTS FOR FUTURE SPRAY' BOOTH I Y TELEPHONE OUTLET IN THIS SPACE. CEILING LIGHT FIXTURE 8' 2—TUBE FLUORESCENT LIGHT FIXTURE j 4' 4—TUBE FLUORESCENT LIGHT FIXTURE (5 WALL LIGHT FIXTURE F 4 JUNCTION BDX •a. 4' 2-TUBE FLUORESCENT LIGHT FIXTURE a SPRAY BOOTH aEXHAUST FAN. ELECTRICAL PANEL (220V) NOTE; LIGHT FIXTURES IN FUTURE SPRA)Y BOOM MAY BE BE RE-LOCATED ON WALLS (VERTICALLY).. i F C Y MEZZANINE LEVEL y ABOVE OFFICE & WAITING. WATER HEATER AP,P R 0 V E D t ELECTRICAL PLAN CITY OF ATLANTIC BEACH SCALE: 1/$" BUILDING OFFICE = 1'-0" SEP 2 1. f I SCALE, I� I APPROVED HYD DRAWN'9Y"bu,&: .. •; 1 DAM41 18 REVISED IE L Q -T'ice.t c ,h,. L l `t' I 19 M�L D` DRAWIN UM q N 9ER L I METAL ROOF BEYOND METAL GUTTER SLOPE 1:12 SLOPE 1:12 FINISH CEILING METAL GUTTER4 Z4 vy y y METAL SIDING METAL SIDING FIXED GLASS W/METAL FRAME °0 METAL DOWNSPOUT METAL DOWNSPOUT I METAL DOWNSPOUT METAL DOWNSPOUT FINISH FLOOR METAL OVERHEAD DOOR METAL DOOR AND FRAME METAL OVERHEAD DOOR WITH FIXED CLASS. W E S T E L E V A T I O N E A S T E L E V A T I O N METAL ROOF in METAL SIDING METAL GUTTER r 2' 4' METAL DOWNSPOUT METAL SIDING I ❑ ❑ ❑ ❑ AIR INTAKE �'` -EXHAUST FAN VERIFY SIZE r , � � (VERIFY SIZE AND LOCATION) AND LOCATION) 307Q METAL DOOR WITH METAL OVERHEAD DOOR 24X36 FG. S O U T H E L E V A T I O N METAL ROOF METAL GUfifER 4' 12' METAL DOWNSPOUT METAL SIDING I Ln i AP,PROVID CITY OF ATLANTIC BEACH IBUII-DING OFFICr NORTH ELEVATIONSEP . _ a t�)c.—r E 2: 14a EF L T Ick 1,! SCALItI I II: I -4fp►1 APPROVED DYl BRAWN 9.Y.Qj &LIci !tea IIS6 IaATBt REVISED. d. U -T Q G L I "I 1c= L DRAWING NUMSaR AA( w 06 rf� I r L ,�b_l T I ( IF 1�+�E-1 ► PrL� ,Q t II CUT SAWCUT COLUMN AND BASE PLATE 1/8" WIDE X 1 1/2" DEEP METAL SIDING BY METAL BLDG MANUF. COLUMN AND BASE PLATE BY METAL BLDG MANUF, I do EXTEND TOP BARS TOP FINISH FLOOR METAL SIDING AND ANGLE BY TOP FINISH FLOOR �'—O"-4 SIDES METAL BLDG MANUF. 5 1/2" CONC. SLAB ON GRADE 4 c� W/6X6 W1.4XW1.4 WWF ra cv EXTEND TOP BARS CENTERED OVER 6 MIL VISOUEEN. TOP BARS x to CONTROL JOINT 6X6 W1.4XW1.4 WWF ANCHOR BOLTS DESIGNED BY METAL BLDG MANUF. I OALV ETA JOINT 1 TOP BARS J 1 ►- HAIRPIN—SEE PLAN m ANCHOR BOLTS BY METAL 6 MIL VISQUEEN UBUILDING MANUF. M BOTTOM BARS � "7 � 2--#5 TOP AND BOTTOM � BOTTOM BARS CL #3 TIES 0 24 O.C. 6 MIL VISQEEN � NOTE: USE CONSTRUCTION JOINT IN 1 FTG SIZE & REINF CONSTRUCTION JOINT LIEU OF CONTROL JOINT AS REQUIRED `n AND WHERE SHOWN ON PLAN. FTG SIZE & REINF SEE PLAN SEE PLAN 1 TYPICAL EXTERIOR FOOTING 2 a a TYPICAL THICKENED SLAB Q TYPICAL INTERIOR COLUMN FOOTING 4 TYPICAL SLAB DETAILS a 1 METAL DECK BY METAL BUILDING MANUF. e STEEL EAM BY METAL BUILDING MANUF. 2X6 TOP PLATE ATTACffD TO STEEL BEAM. 1 - 2X4 0 24" O.C. 2X6 STUDS 0 24" 0.C. 3/4" PLYWOOD ON FLOOR JOISTS, 2X6 CUT BETWEEN STUDS SEE FLOOR PLAN FOR JOISTS 1/3 POINTS. SIZE AND SPACING. FIRE-RATED GYPSUM BOARD ON BOTH SIDES 2X6 STUDS. —<< a 2X4 TOP AND DOUBLE PLATE 1/2" GYPSUM BOARD I 2X4 STUDS ® 16" O.C. co CONCRETE FLOOR SLAB PT 2X6 BOTTOM PLATE CONCRETE FLOOR SLAB PT 2X4 BOTTOM PLATE A,P,PROVED CITY OF ATLANTIC BEACH NOTE: ONE HOUR FIRE RATED PARTITION BUILDING OFFICE REQUIRED BETWEEN TENANT SPACES. SEP 2 9 8 TYPICAL TENANT SEPARATION WALL TYPICAL ROOM PARTITION WALLS B7 5 a -r rel a T ►. I �. BCAL[t ((� 'I�Q 11 APPROVEd <;Y.i DRAWN BY 5M,& DAM 19:31 5S REVISED d,U Tgo 4 ' L. i 16,..t I G DRAWING NUMB*R q I II I � ll ll II d ursV V _ _ _ _ _ _ _ _ _ _ _ _ _ .. _ _ --- AUTO - AUTO CLINIC SIGN STRUCTURAL SPECIFICATIONS I YP G A. CONCRETE I 1. Design, place and cure all concrete in accordance with ACI 318, ACI 304 and ACI 347, latest editions, publications of the , American Concrete Institute. I PLASTIC SIGN 2. Detail, fabricate and place all reinforcing bars and welded C� W/ALUM FRAME wire fabric in accordance with the Concrete Reinforcing Steel _Z I Institute's "Manual of Standard Practice." 0 ;UD J „ � I 4» g 3. All reinforcing bars shall conform to ASTM A615, or A616, -5 Q ' grade 60; welded wire fabric shall conform to ASTM A185. I O 0 C� 4. All .concrete shall be 3,000 PSI at 28 days in accordance with%_U Z I YP ASTM C--31 and C-39. All cement shall be Portland Cement Type , I-- �p G �p I, conforming to ASTM C-150. All aggregates shall conform to I ASTM C-33. Maxlmun slump shall be five inches. w (] LO 8'-3 1 2>' x .� / B. STRUCTURAL. STEEL I � ­t -4- i� x x - _ op 00 I 1. All design, fabrication and erection of structural and Q miscellaneous steel shall conform to the American Institute of U? Steel Construction (AISC) publication, "Specifications for the �--- Design, Fabrication, and Erection of Structural Steel for O CONC. SLAB Buildings." All welding shall conform to the American Welding „ Society's Publication "AWS D1.1, Structural Welding Code." , 2'—a 1 /2 I II 2. Submit shop drawings of all structural steel for approval. 1 --1 2 NON—SHRINK L3. All structural steel to conform to ASTM A36. All tube columns 9'--5 / ' j CON C. SLAB shall conform to ASTM A500 (minimum 46 KSL yield strength). GROUT I #4 @ 10 1 I �' �. 4. All bolts shall conform to ASTM A325; and shall be a minimum „ _T �~ of 3/4 inch diameter, unless otherwise noted. Anchor bolts, 2—#4 U--BARS 2„ , ASTM A307. a - 8'-7. 1/2" EA.. WAY 8 — 1 /2 ------ SQ• 5. Non—shrink grout: Meadows sealtight V--3, Sanneborn, i Sonogrout, or equal. , I PRO.POSED SIGN I BASE PL 1 x12 x1 •-3 W/4--1 "DIA.x 1 '-6" LONG HEADED ANCHOR BOLTS. — 8 SIDE VIEW i END VIEW AUTO CLINIC SIGN ELEVATIONS , A U T O ( C L I N I C r i 3 , GHEQRGHE FEDORCA , Owner i F BILLY M. ARZIE, ARCHITECT 122 North 15th Avenue Jacksonville Beach, FL 32250 (904) 249-4526 FILE NAME -- MAY/SIGN FILE DATE -- 9/28/89 CITY OF Ar °rqtjCve0 BUILDING ppIr LABEACH OCT 2 1989