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141 Maritime Blvd 99-200 (a)
ZONE DATE -0 9 CONTRAC ADDRESS PHONE # c3�O 3`oZ�g LOCATION OWNER ADDRESS 4 7t -h �f SUBDIVISION: � r� PERMIT* # Q t — RU U LOT NO. WajAkr►,� q-7 JOB BLOCK: uu COST 3 3� Q5 S SECTION: SQUARE FEET: ��� �� ��► FEE $ MODEL: 'p STATE NO. qa a3 PHONE # PLUMBING CONTRACTOR FEE g ADDRESS PHONE # ELECTRICAL CONTRACTOR dl"" FEE ADDRESS 3� PHONE # 9 MECHANICAL CONTRACTOR ADDRESS I PHONE # MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS �) FINISHED FLOOR ELEVATION REQUIREMENTS ARCHITECTURAL APPROVAL DATE: i FEE; OCCUPANCY CLASS: lla INSPECTIONS TYPE DATE OK REJECT BY FEE $ ENERGY SECT. EPI: q q �,5nd" 4- a -l(l - , - /Z/, , CERTIFICATE OF OCCUPANCY ISSUED # /DATE: E/OE2 FINAL DATE l Z ftftft. ! . �\7 3" s CONC. PAVT. - - 5" CONCRETE ( 3000 psi)' _ . - :- . - . I I I�.I i I •I 'I I-1 I Iii l 1;1 I _ - -_ .. • : - a a a -- VIII=11111= ''4 d d a . A (2) No. 5 DOWELS 3° LONG !1111=VIII=VIII_VIII=VIII=VIII=IIIII_IIIII_VIII-1111 3/4" R,� 0 Ai PRECAST BUMPER DETAIL (20' STALL) PARKING LOT SECTION MOUNT 4-. DOT INDEX NT . S. C , jJ. EROSION CONTROL 1; CONTRACTOR TO INSTALL EROSION CONTROL 12'-0"UTILITIES FENCING ON MARITIME DRIVE, THE REAR 91 PROPERTY LINE, (R. R. R/W), AND ALONG I SEWER CITY OF SANFORD THE, TOP OF BANK OF SMITH CANAL. PATER CITY OF SANFORD w.I" >'" ` ;' o RECLAIMED WATER CITY OF SANFORD CONTRACTOR IS TO MAINTAIN EROSION r ?OWER FLA- POWER AND LIGHT FENCING UNTIL SITE IS DEVELOPED. �1 MAX. I �' � SOLID WASTE CITY OF SANFORD s 3' I' .. o NOTE: SWALE TO BE SODDED. "GENERAL NOTES" ; 0 . (._ PARKING REQUIREMENTS: 'C v - SALE "A" SECTION SIjEWORK: • C. r.r•,w .�.,�r 2 SPACES FOR THE'FIRST 4,000 S.F. N.T.S. , • v_•.ErcAL NOTESi . r- 1. THE CONTRACTOR IS TO VERIFY THE LOCATION :OF ALL EXISTING 1 SPACE "FOR EACH 1,000 S. IF TrE CG''.TRACTO=c SHALL LAY THE WATER LINE AND SERVICES A MINIMUM UTILITIES BEFORE CONSTRUCTION COMMENCES. j O�:" 6ELOW FINISHED GRADE, TO THE TOP OF PIPE. ALL r. WHOLESALE OR STORAGE, OR P.4.C. P+�E SCALL BE WRAPPED WITH #14 INSULATED SOLID COPPER I! 1 SPACE FOR EACH- 500 S.F. IF MFG. WIRE AS REQUIRED BY THE CITY OF SANFORD. 2. THE SOIL SHALL BE COMPACTED OF 98% OF MODIFIED PROCTOR MAXIMUM ' THIS SITE REQUIRES A MIN, OF 11 ,SPACES t DRY DENSITY AT .OPTIMUM MO,ISTURE-CONTENT AT BUILDING AND PARKING, 2. WATER SERVICES FROM WATERLINE TO METER BOX SHALL BE 1" COPPER, WATER ! •.r ACTUAL PARKING SPACES .16. 5' I onTM SIDEWALK r vSAacs SERVICES FROM WATER METER BOX TO BLDG- SHALL BE POLYETHYLENE. f 3. ALL CONCRETE SMALL CONFORM TO AC! 318 AND SHALL ATTAIN _ _ - ! MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. AT 28 DAYS. DBL. GATES 3. ALL PIPE SHALL BE DISINFECTED AND TESTED- THE TESTING RESULTS SHALL BE SUBMITTED IN ACCORDANCE WITH LDR, SCHEDULE N. 60 l 4 THE CONTRACTOR SHALL FORM SIDEWALKS, CURBS, TRASH PADS, ETC. IN n' W MATERIALS AND TESTING. ACCORDANCE WITH THE SITE GRADING PLAN AND SPECIFICATIONS AND ENGINEERING PLANS. 6' CHAIN LINK FENCE WITH P. V. C. SLATS 4. ALL TEES, CAPS, PLUGS, BENDS, FIRE HYDRANTS, VALVES, GREATER THAN 4". 5, THE CONTRACTOR SHALL CONSTRUCT .WATER RETENTION AREAS'AS SHOWN SHALL BE PROVIDED WITH THRUST BLOCKS- I " DUMPSTER ENCLOSURE DETAIL ON THE PLAN UNLESS OTHERY,RSE" APPROVED BY. THE ENGINEER AND THE CITY. 5. THREE 4UfR r_R INC! rr-'.R SER�lICE S" -.LL BE POLYETHYLENE PRESSURE TUBING E, BOTTOMS OMS OF ALL RETENTION AREAS TO BE SEEDED AND MULCHED. a PICTORIAL VIEW r^+N: .-�J * -� fV'ii. r 01 o r. PSI. DR -9 t, v 7. ALL LANDSCAPE AREAS TO BE SODDED. _ rtisT=!t L•4_S CC,\FLICT W':TN STORM ,4N0 SANITARY SEWER, THE M r NOTES; =� :,%ES S -Ai: =E LOWERED DURING CONSTRUCTION. ?.LL Lw'iDSCAF ' AREAS TO BE IRRIGATED BY,UNDERGROUND RELOCATE EXIST 5/4" WATER LINE " EXIST FI E HYD. do INSTALL METER -W/ BACKFLOW PREVE TER 2' _ IRRIGATION SYSTEI.z I I 12'CROSSWALK1' WITH CROSSWARAMPS LK MARKINNS ARE G DETABE ILS AS N THE PL ,STED WITH. AND IN rC�va�CE Q -E t CONNECTION LOCA70NS ARE TC BE VAR!FIED IN THE FIELD. -T P t^ T :- / I 9. PARKING STRf IN, SHALL BE F.D.O. F.D.O.T. WH TE TRAFFIC 2. IF A CURB RAMP IS LOCATED WHERE PEDESTRAN srJS' OILY •:a:SS IF A -z '�'�yTEF AND RECLa:�l=D WATER SERv`•CES SHALL BE JACKED RATLi? PANT. RELOCATE EXIST.` 3/4" RECLAIM ! I THE RAMP, THEN IT SHALL HAVE FLARED SIDES. TWE Mary %' S.OFE " }' ' 'Ci a "�'JER ROAC�Wayc• WATER LINE &INSTALL METER STOP SIGN &STOP BAR 6' MINIMUM OF THE FLARE SHALL BE 12:1. t.' 30" �.•rOP SGki SHALL BE OF HIGrs INTENSITY RE L CT RIZ D ' g CURB RAMPS WITH RETURNED CURBS MAY BE USED TA-EPE PEDESTPIANS _ _^ W BACKFLOW PREVENTER g T F E Q E 1 / Q 260 t 3ti' �i CROSSWALK WOU ORMALLY WAL ACROSS THE RAMP ON A N r 3 LD N K o A_L SA•. �v SEWER PIPE SHd L BE F :'.0 SEWER PIPfi:C FOR �, G A`:'SPECI�'LD Ira. THE i�+ANIiAL OF ONHFORM TRAFFIC.- OtvTROI' _ 10' UTIITY EASEMENT _ S -V C-2 4 C c INSTAL11D ACCORDANCE � = _ _S �+: � LOCATED A� SHOWN ON SITE PLAN'-`,'_ y 03 AND I?� iti_TA_t_E� IN • - - a ', ;, - � � - PLAN VIEW 3 RAMPS SHALL HAVE A TACTILE SURFACE, TExTURES TO A DEPTH NOT .. r _' _ � - I BACKFLOW'PREVENTER EXCEEDING i/8" 8Y USE OF A TAMP OR ROLLER FABRICATED WTH AN r'� �S'?. D X321. STOP BAR- SHALL E._ 24" vNJDE, WHITE PAINT AND LOCATED a\ (FIELD LOCATED) IMPRINTED SURFACE OF EITHER 1" MESH 0 250 WIRE CLOTH (PLAIN AS `;'-' .)WIN ON 'SITE PLAN. P` o / , WEAVE, CONVENTIONAL CRIMP).'t 1/2" 6 EXPANDED�METAL q; Q !r`.�J i� t� �C, FEE HORIZONTAL SE'ARAT.ON 'SHALL BE iSz 3L$ EXIST. WATER VALVE (STANDARD) OR. 3 POUND EXPANDED METAL GRATING. ^ - -r -. -+ T L '�TQ�j Z. ANJ `vAP SYM SOL SHALL BE W 'E PAINT., CONN. TO NEW METER g a`-ti'ct_M ,"� S N Y SEWER AND WATER UNE_ � ; t1 r H _ 3 L' ADDRF c. NUMBERS SHALL BE VISIBLE AND READABLE"'°FROM - PG 31-92., � g1? t 4. RAMPS TO BE CONSTRUCTED AT ALL LOCATIONS SriC+�ti !►: *Lr � +�S _ + f- •^r • '' 5' CONC. S/W EVEN WHEN SIDEWALI• IS NOT CONSTRUCTED'CONC��r%j%, l• •r tr�u C �8 r?c `� RT:CAL SCS ARATlJN SHALL BE PROVIDED EET c ''HE SANITARY SEWER AND WATER LINES. WHERE 8' OF 1 s / \� tr' • SEPARATION CANNOT I 1 ., ? 4 INSTA; "NO TRLSPASStNi>, CONSTRUCTION SITE" SIGN AS ' � N CA NC • BE PROVIDED, OR ,F THE WATER LIVE IS CURB CUT RAMP eE NSTALOIED BELOW THE SAN.TARY SEWER, THE SEWER SHALL E ORIDA STATUTE 8`0.09, PARAGRAPH D. EX. RECLAIM WATER VAL i R SPE' ir'iED IN r L CONN. TO NEW METER CONSTRUCTED OF DUCTILE IRON PIPE FOR A DISTANCE OF 10 FT �.; +S, �-OST THE FMERGEN:Y,NIGHT PHONE NUMBER ON THE BOTTOM OF FOR LINEAR PEDESTRIAN TRAFFIC ON BOTH SIDES OF THE WATER UNE CROSSING. �' rqy BUILa,w� PERMr a ' >> ss \ Mg ST _ _ 16. RAMP ALL SIDEWALKS FOR THE HANDICAP (MAX. SLOPE 12:1): 12. SINGLE RECLAlA arc-E'� BOXE S!iALL EE IGENtIF,ED AS RECLAI►t!ED WATER �3 x �� RfT£�V V_r7c_R BGYcc LOCA -1-D 1% F.:CHT OF WAY- 17. DEVELOPER WILL OBTAIN'ALL PERMITS AND APPROVALS AS REQUIRED. : 3/4" POL W.L. ~Y ` p/ 3237; i. 15", SAN. AT. x P \ e 0N to55 o,- 18. 6" PVC. CHASE UNDER DRIVEWAY. II 3200 \¢PM ��� 19. RAISED CURBING AROUND LANDSCAPE ISLANDS AS SHOWN. 0.6' 40, 20. DUMPSTER SITE TO BE IN ACCORDANCE WITH SECT. 5:2 \ 31. PARAGRAPH 6.7 SUB. 6.7 ,OF THE L.D.R. k \ ENTRY I k j ... 0 �� \ X2,2 r p G,F 21. OWNER AGREES TO INSTALL SIDEWALKS AT SUCH TIME AS CITY_, REQUIRES THEM., �\ \ \ 180' SWING 4' l \ 4)) LA►V iS. A. E LLv_Kv: LAURAL OAK (10' HT. - 2" CAL.) AT 4.5 FT. FROM BASE. 22. FIRE DEPT. REQUIRES KNOX BOX (KEY LOCK BOX) 141 MARITIME DRIVE 23. SITE IN NOT WITHIN THE 100 YEAR FLOOD ZONE. I G \ \ s O S 00 HOLLY OF VIBURNUMS (24" HT. PLANTED 30" o/c). i \ o. 50 D�• 3�tQ, . k + 3,.32 ,��, �o \� \x o0 3, ea 24. THERE ARE NO WET LANDS ON THIS SITE, , O INDICATES EXISTING TREES TO REMAIN. 05V 0 ��� 25. CONTRACTOR TO SOD OR SEED AND MULCH THE PROPERTY BEHIND TOE BUILDING. ~ .I INDICATES EXIST114G REMOVED. TREES TO BE RE A , �P, s I �� \ \. G �G I` 0 •.' ts r r THE CONTR4,CTOR SHALL PRO'ODE A RATIO OF 1:10 t. \ p i \ 0\' F \ `�� `. ��� FOR SHRUBS IN ALL INTERNAL LANDSCAPE ISLANDS. ' PARKING LOT LIGHTING LEGEND: IIII \ \ 6 II INDICATES LUMINAIRE FROM BUILDING. + 31.62 \ \ \ \ "��J. 31 6 I I J% ' , •. Z , �� \ \ I �\\\ 111111 I VIII IRRIGA TION SYSTEM ,-,,3/4" POLY s n - 111111 15' O/C HALF ROUND SPRINKLER HDS. „ SCALE: 1 "= 30' ! .. ... ,.. .. `\ \\ •�. �: .,�. � _ l III .. - _ �ci l � l � l . SITE STATISTICAL DATA. - LOT 4 DESCRIPTION SO.FT. ACRES % OF. SITE BUILDING AREA ,: 12,500 0.287 7,8.28 PAVEMENT AREA 20,275 0.465 29,64'. IMPERVIOUS AREA 32,775 0.752 47.92 ' LANDSCAPE AREA 35,614 `0.818 •52.08 SITE AREA 68,389: 1.570 100,00 N / =r 25' X -10' N OPEN CANOPY AREA / / —\----------------------- --------------- ------------- I ✓ \ I I I. t 1 I t I I I I 1 I I 1 I , I I 1 1 t 1 O I B I I 1 I \ � I LL u- w 0 0 � Q I r I I i I 1 t ` t /J I j / 1 1 / 1 1 1 t I I t \t 1 \ t t I I I II 1 ' I I I I � t / O I C I I I �- ----------- H z 0 0- x w , i ...mrtm.�+.�rsn.w•-� -- v- i -, i—nwxnrr_ +.!wv-+r,+'w..wn+�. .w•a•,u ..... •,cuZ.^^•---- �• _-+r^�.�,'.R'.".�J'Ptiv'.'A"4!1"M�M+ -nJM. .�.-i R..,i r --------------j _---------------------------- ------------- NOTE: -----------NOT : 5' GONG. SLAB W) 6X6 10-10 W.WM. 3000 P.S.1. • 28 DAYS OVER 006 VISO. OVER GLEAN,TREATED 4 COMP. TO 2500 PSP /ILL f N DAY AREAS) z 0 dz d x • w ------- \�/-------------1----------- -------------- 25'-0" I I I ' i • FLOOR PLAN GENERAL. N07E5 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH 12. PROVIDE FILLED CELLS WITH ONE CONTINUOUS NO. 5 VERT. OF3,000 PSI AT 28 DAYS A SLUMP OF 4" PLUS OR MINUS 1", REBAR FROM THE FOOTING STEEL TO BOND BEAM ABOVE, AND -PAVE 2-4i0 AIR ENTRAINMENT, AND A MAXIMUM WATER TO MAX. SPACING AT 8'-0" O.G. AND ON BOTH SIDES OF OPENINGS. CEMENT RATIO OF 0.58. MINIMUM 25" LAP SPLICE (SEE FLOOR PLANS FOR LOCATIONS). 2. FOUNDATION DESIGN IS, BASED ON AN ALLOWABLE SOIL PRESSURE OF 2,500 PSF. 13. ALL MASONRY WORK TO BE DONE IN STRICT ACCORDANCE WITH ACI 530/95 AND ACI 530.1-95. 3, ALL FOOTING=S SHALL BE PLACED ON WELL COMPACTED SOIL. MINIMUM Q5io OF MODIFIED PROCTOR. SOIL COMPACTION SHALL BE VERIFIED BY A LICENSED GEOTECHNICAL ENGINEER. id. PROVIDE CONTROL JOINTS IN MASONRY WALLS AT MAXIMUM HORIZ. DISTANCES OF 60' FEET OR LESS, AT LOCATIONS 4. CONCRETE MIX SHALL BE IN ACCORDANCE WITH THE LATEST WHERE MASONRY WALLS AND CAST- IN-PLACE CONCRETE EDITION OF AGI 301 CHAPTER 3, METHOD I OR 2. SUBMIT WALLS MEET, AT ALL ABRUPT CHANGES IN WALL HEIGHT, AT BACKUP DATA AS REQUIRED BY CHAPTER 5 SECTION 5.3 OF ONE OR BOTH SIDES OF ALL WINDOW AND DOOR OPENINGS THE LATEST EDITION OF ACI 318. UNLESS OTHER CRACK CONTROL MEASURES ARE USED. 5. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED 15. THE CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS BILLET STEEL CONFORMING TO ASTM 4-615 GRADE 60. IN THE FIELD PRIOR TO THE START OF FIELD CONSTRUCTION ACTIVITIES. THE CONTRACTOR IS TO PROTECT AND MAINTAIN 6, WELDED WIRE FABRIC SHALL CONFORM TO ASTM -185. WWF THE PROJECT LIMITS OF CONSTRUCTION DURING CONSTRUCTION SHALL BE LAPPED AT LEAST 8" AND CONTAIN AT LEAST ONE ACTIVITIES, CROSS WIRE WITHIN THE 8". i. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE 16. STRUCTURAL STEEL SHALL CONFORM TO THE AISG "SPECIF- BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (CATIONS FOR DESIGN, FABRICATION, AND ERECTION OF ACI 318 LATEST EDITION, AND "SPECIFICATIONS FDR STRUCTURAL STRUCTURAL STEEL FOR BUILDINGS", LATEST EDITION. CONCRETE FOR BUILDINGS, ACI 301• 11. WELDED CONNECTIONS SHALL CONFORM TO THE LATEST 8. THE FOLLOWING MINIMUM COVER SHALLBE PROVIDED FOR REVISED CODE OF THE AMERICAN WELDING SOCIETY, AWS D1.1. REINFORCEMENT: 3" FOR CONCRETE CAST AGAINST THE EARTH, 16, ANCHOR BOLTS SHALL CONFORM TO ASTM -307. AND 2" FOR ALL OTHER CASES (UNLESS NOTED OTHERWISE). 1B. STRUCTURAL STEEL SHAPES, PLATES, ETC. SHALL CONFORM TOTHE e., PROVIDE 5" THICK CONCRETE SLAB IN BAY AREAS ANDA 4" THICK REQUIREMENTS OF ASTM A-36, UNLESS" NOTED OTHERWISE. CONCRETE SLAB IN THE OFFICE AREA, WITH ro X6 10/10 WWM. AN ON GLEAN COMPACTED FILL. TERMITE TREATED. 20. DIMENSIONS SHOWN ON THE CONSTRUCTION DRAWINGS SHALL BARRIER FLOOR'SHALL BE 6 -MIL. VISQUEEN. TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. 10. PROVIDE STEEL TROWEL FINISH FOR ALL INTERIOR SLAB AREAS. PROVIDE WOOD TROWEL FINISH FOR ALL EXTERIOR SLAB AREAS. 11. PROVIDE i/8" WIDE X 1" DEEP TYPICAL SAW -CUT CONTROL JOINTS AT LOCATIONS SHOWN ON PLANS WITHIN 12 HOURS OF FINISHING SLAB. ------_\---------------------------- 1 ------------------------------- ----------------------- ---- I � I I / - I , I , � I , I I vm Q I I I I I I 1 I _ I 4` CONC Sl aH W/ 6X6 K-10 WWM / 3000 P.S.I. • 26 DAYS OVER 006 VISA. / \ OVER GLEAN TREATEC to COMP. TO 2300 PAP FILL I (ttJ OFFICE AREA) 1 I \ NOTE: I I 0 - \ I it (L of) \ © \ t ----------- -------------------- ------------------...--------- 1 I 2!,'-0rr 25'-E" 6X6 10-10 W.W.M. -----a ------------ ------- -------- ---------------------.---- ---a- ---- ° -=- -- - _ EI I F=-1 11=1 11=1 I E 1=111 i I I—I I I I N a i I 1=1 11 �_� 1 11= Coro CUEEN �II�II IIIIII�III I - � Ili�illlilll11�1='' SII 5 - 05 ';'CRS EAGL1 WAY 3'-2' 3" 1 ;4 COVER CO`'PACTED 2500 10.5.F. FILL TYPICAL INTERIOR COL. FCOT1NG TYF✓E "G--". 6X6 IC -10 W.WM. --- 71E. VISCUEEN ., ct.Cu IJ.G`' 3- !—!N CC,F-R CO"-9=`ACTED 2500 PSF. F;LL TYPICAL MAIN FfR,4t-`o=— /- bXb IC -IC W.WM. ----------------- n • 4r----a—�---—?--------—�---� 1 i• 4 • ., • _ I f -t i 11-I 11-11VISCU 1=i 11= VIS 12" l=111=111=111=111= i EEN fI 3 'Ss EAC+ WAY 3 3'-2' I " MI`4. COVER CO'''PACTED 2500 PSF. FILL TYPICAL MAIN FRS.` =—COTI\, 7v== 6X6 10-10 W.W.M. 1 1 • oe 12" • .a _=II1=1I1=1I1=1II— ©5QUEEN • 111111 III IIIIIII —1(1111(1 16„ 2 05S CONT. 3" MIN. COVER COMPACTED 2500 P.S.F. FILL TYPICAL PERIMETER FOOTING rr •¢ ---L- r-a-•------------------°=----a--•----=--� / d • /o d ♦ • • 1A 40 d S11=I I I=I I I—( d Ed 11=1 Ed I Ed II= 006 VISCUEEN • • 1-1 I I—II1=1 11=1 1E I y m. • I I 1=1 I II - 6 "5s CONT. . 3" MIN. COVER r COMPACTED 2500 P.S.F. FILL TYPICAL MAIN FRAME FOOTING TYPE "A" 6X6 10-10 W.WM, 4q f / • d • • • a 121- 4 I=111-- 0 • i—I I I_ I I I_I i I—I (—I I v15QUEEN •"• 111=1 11=1 11=1 I I— 1. 6 05s EACH WAY ` 4 -3 3" MIN. COVER COMPACTED 2500 . P.SF. FILL TYPICAL MAIN FRAME FOOTING TYPE 6X6 10-10 W.W.M. • A n /¢r C -- --- -. ♦ d -- :--: ----° ----- • -.a-.-.-•-- • �• I b ° r==Fi, I-1 I til I I-1 �m6 .. • a. • 111=IIIIII�VISCUEEN --ITi=1i1-i= • 5 "56 EACH WAY .r 3" MIN, COVER `. COMPACTED 2500 P.SF. FILL TYPICAL MAINFRAME FOOTING TYPE "E" 6X6 10-10 W.W.M. n Qr—� t—a—�-- e—a-----------------�-- ; --•- • / d •. • •♦ b ,,% d. •♦ 06 L -.-.I I-- 0 •vIS QUEEN •• "• 11=1 5 05s EACH WAY _ ' . " . • 3'40" • 3" MIN. COVER COMPACTED 2500 P.-S.F. FILL TYPICAL MAIN FRAME FOOTING TYPE "F�' j t t_ _ _ - - X D X O X O X X O N 25'-0" OPEN BAY 12'-0" N Q 25'-0" Q 25'-0" dF , LEFT 511DE ELEY,4 i ION X 0 c+ � a XI X X 14'-4" x X x 1'-0" 22'-4" 14'-4" 0'-4" 12 23'-0" x X m 14'-0" N Q �c 0 X N 25'-0" Q 125'-0" FIGS 4T 511DE ELEVATION 251-011 31'-0" i.. - a .I F, 4 r • r f j . L4' X D X O X O X X O N 25'-0" OPEN BAY 12'-0" N Q 25'-0" Q 25'-0" dF , LEFT 511DE ELEY,4 i ION X 0 c+ � a XI X X 14'-4" x X x 1'-0" 22'-4" 14'-4" 0'-4" 12 23'-0" x X m 14'-0" N Q �c 0 X N 25'-0" Q 125'-0" FIGS 4T 511DE ELEVATION 251-011 31'-0" � :1 . " ;� '. .' _ '.. -I------------ �-----' ��-- - - �'.- .... -� -- - _-'-'q�6`�_' 1, .11 " ''. - '�� 'J" -11 . . - _ . � I - ____._ , ___ . . . � i - �.' . � . 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I I - I I I I I I I I � I � I I � ,� 1� � �'i' I. : � , , , 1� � �" �. -;_ '. ,. '. " 'i , . - : ':� . I I . I ; . . I . . --- - HVAC EQUIPMENT MANUFACTURER AMERICAN STANDARD/TRANE MODEL NUMBER 7C0072A300A SEER/HSPF 10.0/1 TOTAL MBTU - CLG 68.4 SENSIBLE MBTU-CLG 50.9 LATENT MBTU-CLG 17.5 VOLTAGE/PHASE 200-240/3/60 MIN BRANCH CIR. AMPS 26.0 MAXIMUM BRAKER AMPS 40.0 THERMOSTAT ASYSTAT600 CU NUMBER 1 GRILLS ®ISTERS MANUFACTURER HART & COOLEY -SUPPLY HART & COOLEY -RETURN MODEL NUMBER RENPS A611 RE5-TI TG BV -158 SIZE 2424 8x4 2424 12x12 8x16 DAMPER T-19 MULTI -SHUTTER NONE NONE NONE MATERIAL STEEL ALUMINUM ALUMINUM ALUMINUM ALUMINUM FINISH DOVER WHITE DOVER WHITE DOVER WHITE ALUMINUM ALUMINUM ALL LAY IN DIFFUSERS REST ROOMS ALL R/A DOOR GRILL FRESH AIR INTAKE NOTES: ALL DUCTWORK WILL CONFORM TO THE 1993 FLORIDA ENERGY CODE, SECTIONS 410.1.ABC . SLIPPY &RETURN TRUNKLINE TO BE CONSTRUCTED OF FIBERGLASS'DUC T OR FLEXIBLE DUCT. ALL BRANCH TAKE -OFFS WILL BE CONSTRUCTED OF FLEXIBLE OR RIGID DUCT. DUCTS UNDER UNDER ROOFS DECK INSULATED TO R-14 WILL BE INSULATED TO AN R -VALUE OF R-4.2 (111 AIR HANDLER MANUFACTURER AMERICAN STANDARD/TIZ4NE MODEL NUMBER TWE065E130A CFM 2400 STRIP HEAT BAY96X3411 10.6 KW HEAT STRIP MBTU 36.1 VOLTAGE/PHASE 200-240/3/60 MIN BRANCH CIR. AMPS 28.0 MAXIMUM BRAKER AMPS 40.0 SWITCH LOCATED IN RESTROOMSITOILETS. AHU NUMBER 1 MANUFACTURER AMERICAN STANDARD/TIZ4NE MODEL NUMBER TWE065E130A CFM 2400 STRIP HEAT BAY96X3411 10.6 KW HEAT STRIP MBTU 36.1 VOLTAGE/PHASE 200-240/3/60 MIN BRANCH CIR. AMPS 28.0 MAXIMUM BRAKER AMPS 40.0 SWITCH LOCATED IN RESTROOMSITOILETS. AHU NUMBER 1 SMOKE DETECTOR MANUFACTURER EDWARDS MODEL NUMBER 2435P FPM 300-4000 ALARM # 2455-R EXHUAST EQUIPMENT MANUFACTURER BROAN MODEL NUMBER HD -80 CFM 80 CONSTRUCTION TYPE STEEL VOLTAGE 115/1/60 WATTAGE 60 CURB N/A ROOF OPENING N/A EF # 1-2 [-6N/OFF � WAREHOUSE > SWITCH LOCATED IN RESTROOMSITOILETS. ). DUCTS LOCATED UNDER ROOF DECKS INSULATED LESS THAN R-14 WILL BE INSULATED TO AN R -VALUE OF 6 (1-1/2" to 2"). ALL SEAMS TO BE SEALED WITH APPROVED NON ACRILIC BASED TAPES. ALL DUCTS WILL BE SUPPORTED A MINIMUM OF EVERY FOUR FEET WITH 1-1/2" x 1-1/2" x 1/8" STEEL CHANNEL CONNECTED WITH 12 GAUGE STEEL WIRE. ALL BRANCH TAKE OFFS WILL USE STARTING COLLARS EQUIPPED WITH BALANCING DAMPERS. INSTALL TURNING VANES, SPLITTER DAMPERS, ETC., WHEN NOTED. FLEXIBLE DUCT, MAY BE SUBSTITUED FOR RIGID WHEN APPLICABLE. SMOKE DETECTOR MANUFACTURER EDWARDS MODEL NUMBER 2435P FPM 300-4000 ALARM # 2455-R EXHUAST EQUIPMENT MANUFACTURER BROAN MODEL NUMBER HD -80 CFM 80 CONSTRUCTION TYPE STEEL VOLTAGE 115/1/60 WATTAGE 60 CURB N/A ROOF OPENING N/A EF # 1-2 [-6N/OFF � WAREHOUSE > SWITCH LOCATED IN RESTROOMSITOILETS. SYMBOLS E10— REDUCER -TRANSITION � D LAY -IN SUPPLY REGISTER "Y" INTERSECTION 0 FIRE DAMPER-VERT/HORZ FD ®UFD LAY -IN RETURN GRILLE ACCESS DOOR AD vD LAY -IN SUPPLY REGISTER VOLUMNE DAMPER/MANUAL W/FACTORY FIRE DAMPER OFD BAROMETRIC DAMPER OBD MOTOR DAMPER El LAY -IN RETURN GRILLE W/FEILD INSTALLED FIRE DAMPER FD SPLITTER DAMPER T � CEILING SUPPLY REGISTERS TURNING VANES ��-- CEILING HVAC SPECIFICATIONS 4" DRY WELL 4" CONCRETE SLAB BY MASONARY CONTR. RETURN GRILLS THERMOSATAT SIDEWALL SUPPLY GRILLE � FIRESTAT Fs SIDEWALL RETURN GRILLE/HI-LO SMOKE DECTECTOR SD HVAC SPECIFICATIONS 4" DRY WELL 4" CONCRETE SLAB BY MASONARY CONTR. 25'-ra" 16' 12'-6" FASCADE SY OTHERS TYR SIDE MANSARD WALL SECTI 25'-m" 25'-0" •�3'•b' to 14'-4" 22'-4" 'i' -m" ❑h 12' X 14' O440R. 12'X 14'0;40R- 12' X 14' OHDR. 12' X 14' OHDR. �4 v x 0 CA v x v x 150'-0" FLOOR PLAN FASCADE 8Y OTHERS TOP PLATE -O 171, PURLIN S' O/C R-19 INSULATION 12'X14'0H0R 12'X14'OHDR 12'X141ONDR N DROP CEILING* ABOVE S" DRYWALL ONE SIDE ONLY. MAIN FRAME BY OTHERS TOP PLATE 8" X 16" C.1" LU. 9 (d" MTL. STUDS 24" O/C - -1/2" DRYWALL 1 1/2" DRYUJALL TO CEILING HGT. TYR FRONT WALL SECTION SOTT. PLATE x" CONC. SLAB U1/ - (2xro 10-10 wiJi.M. -------------- SCALE= REVISIONS= 1 0°l -1m -w JNTERIOR Oil I C / WASEHOUSE EAR T I T I ON j II �Q 2 1m-mb-� 3 04-01-98 G� 4 A 5 15, -4 b co= _ c4w t M8d OWICE e 61X41 N 3° b� 0 1 ere o 1007 an Sob• i •t t MINKS LALat' OW i!K 9'-m' a A PRE-ENGINEERED PAINT BOOTH ib' X 52' • s `° • 0 3° 6• _ et1 c�1 0 - FIRE SUPRESSTION-ANSUL TO BE REMOVED AND REPLACED 0 9 61X41 BY FIREMASTER 3° b' �t ELECTRICAL BY ST. JOHNS ELECTRIC b b 3 6 i VENTILATION AND EXHAUST SYSTEM TO BE THRU ROOF 3°bs 3 X 5' FIXED ASS - 16 X 52 i a _ - 41 X 41 :-- a 25 X-10 FAINT 500TH. 0 A OPEN CANOPY �4REy4 0 4Z" COUNTER 0 3 b '� c� v x x x .o 6'-4" 14'-4" 22'-4" 'i' -m" 25'-ra" 16' 12'-6" FASCADE SY OTHERS TYR SIDE MANSARD WALL SECTI to ❑h 12' X 14' O440R. 12'X 14'0;40R- 12' X 14' OHDR. 12' X 14' OHDR. �4 0 CA 150'-0" FLOOR PLAN FASCADE 8Y OTHERS TOP PLATE -O 171, PURLIN S' O/C R-19 INSULATION DROP CEILING* ABOVE S" DRYWALL ONE SIDE ONLY. MAIN FRAME BY OTHERS TOP PLATE 8" X 16" C.1" LU. 9 (d" MTL. STUDS 24" O/C - -1/2" DRYWALL 1 1/2" DRYUJALL TO CEILING HGT. TYR FRONT WALL SECTION SOTT. PLATE x" CONC. SLAB U1/ - (2xro 10-10 wiJi.M. -------------- SCALE= REVISIONS= 1 0°l -1m -w JNTERIOR Oil I C / WASEHOUSE EAR T I T I ON j II �Q 2 1m-mb-� 3 04-01-98 G� 4 5 b 25'-ra" 16' 12'-6" FASCADE SY OTHERS TYR SIDE MANSARD WALL SECTI 62'-b" I 1 251-011 -- -- - ---- W-01' A3'-68 44'-4" 22'-4" 9' -id" 1/2" DRYWALL EA SIDE 12'-b" SOTT. PLATE 4" CONC. SLA5 UJ/ 6X6 10-10 WJ.1'Rt. INTERIOR PARTITION GUTTER BY OTHERS EAVE PURLIN "z" PURL IN 5' O/C FASCADE BY OTHERS rj TIER AND DOWN SPOUT BY OTHERS "X" GIRTS 5' O/C MTL. SIDEWALL MAIN FRAME BY OTHERS 1 Ib' -C" TYP. MTL, BLDG. SECTION TYF, SIDE MANSARD WALL SECTION PURL IN 5' O/C R-19 INSULATION DROP CEILING SIN FRAME BY OTHS9Z5 �-" C.M.U. 25'-m" R i R I I