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HomeMy WebLinkAbout2432 French Ave#23391 (a) New Buildingi+ TB -5 TB -2 TB-4 TB-1 TB'-3 AB- AB-2 AB-3 AB-4 AB5 u AB-2 N ITij" N N N' AB-3 N _—a_>' _ _03�� _-o_ot' 0'0 T, 4 �l 4 �� _� 3 6 4 l AB-5 s� +2 ®� 5 - © —* 7 4 "4_4 z- c� 2 O +v 20 Z L' U 5. +AB-4 _ AB-1` _ Tom- 2- � TB-5 I �- 10 'PROPOSED BUILDING ICv r 0 TB-4 ! U- cl` 17 15 ! I+TB -� TB-3 Yi �' 15 30 ® ®� O W=148 ® OC= 45 O - X51 EXISTING BUILDING O O 0 20 — !2 25 g 15 • `7 5 W=75 'OC=27 W=64 O OC= m O� 2 5 t5 ®: PROFILESSOIL VERTICAL SCALE: 1- = 4' LOCATION PLAN LEGEND HORIZONTAL SCALE: 1" = 50' ® O BROWN TO ORANGISH—BROWN MIXED FINE SAND (FILL) (SP) (SP) UNIFIED SOIL CLASSIFICATION GROUP SYMBOL AS DETERMINED BY VISUAL EXAMINATION e II 14T ( 1(�i'/ _ r• l� _ °ld S l ® ® DK. GRAY MIXED FINE SAND (FILL) (SP) W NATURAL MOISTURE CONTENT IN PERCENT • -- L 4y}i/. o LI�i J HigfiSch — DK. REDDISH—BROWN PEAT (PT) OC ORGANIC CONTENT IN PERCENT L_-=� - %Q,���; I ® VERY DK. REDDISH—BROWN SANDY SILTS (SM/MC) —` DEPTH TO GROUNDWATER LEVEL! i2-8 of a;L \I / - � 'a �� u �1 r 9ST - - 1L / r� DK. REDDISH-BROWN SILTY FINE SAND (SM) ":Re'S �r rs , �t�Ijj� REDDISH—BROWN SLIGHTLY SILTY TO SILTY FINE SAND (SP/SM) (SM) Cem7 'co! ^\\E�`ATi J'% ,WI �i W 9,1.461/�' _: _ —. _ drs t ~ ---- --LOCATION OF AUGER-BO - --— - }� p , RING — - v Dreanm orl . ��� ~ FOUNDATION SOIL INVESTIGATION OR E zsT % 5�t•1_ sO� LOCATION OF STANDARD PENETRATION TEST BORING `--_ AIJ 1; I / YI�p �l a 6 nSeminofe ¢I I• i All )ilgh SCh n . r; Wii SANFORD, FLORIDA Y I _ DEPTH TO GROUNDWATER LEVEL: MEASURED 8-88 43 Michael D. Sims & Associates, Inc. -- N STANDARD PENETRATION TEST RESISTANCE IN BLOWS PER FOOT c:,l ,:ulli„h I':n 'rr,l r r� i„ Ihf' I..,�'tl, S, t'„ 1 <. ('I.Oof J � Pine est _ ! � — (�� II\cirrltil•1,11,.;\ .,nli (.l u, u, \1.,1url; I; I"t'; 1 —s T29S DRAWN : APPROVED-: VERT. SCALE. HORIZ. o R30 E o LM L DJY 1" = 4' 1" = 50' DATE: SHEET JOB NO. NTS 11-30-88 1 OF 1 88-443,1A 0 Ln cr_ M 12T S ok CE LER 26 E 11 A il III rfi 4es �ne JL_— LJ 6" DRAINAGE CALCULATIONS: % 16TH -7 �T �'i� i - ��) Qt CITY 6THCITY OF SANFORD REQUIRES 112" RUNOFF OVER 0.78 ACRE SITE: FE_ (PROPOSED DEVELOPED AREA ONLY) 6" REVEAL 3/4" BEVEL 0.78 AC. X .5 (RAINFALL) = 0.39 0.03 A.C.FT. _TT_ ry 'j 20 H 10 SURFACE MATERIAL [IT 52 43 RETENTION VOLUME REQUIRED = 1416 C.F. 7i 35-'\ r �uLST NOTE: POND OVERSIZED TO RETAIN SOME SURFACE RUNOFF FROM EXISTING SITE AREAS. SIT to90 14 •S :Cem NOTES 2", 4 PARKING TABULATION E CONC. FOR CURBS SHALL BE D.O.T. CLA�.'S "B" CONC. /* 4 AND HAVE A COMPRESSIVE STRENGTH OF 2800 psi. CC! —STORAGE AREA .l SPACE FOR EACH 200 S.F. OF NON or 2. ALL CURBS SHALL HAVE CONTRACTION JOINTS AND SHALL 0-1, TOTAL BE CONSTRUCTED AT INTERVALS NOT TO EXCEED 10'-0" '7; A 150, 1! ON CENTERS FOR ALL CURBS. FURNITURE STORE 15,000 S.F. + 200 75 19,800 SF "/" � 01 SHOE STORE + 3,150 S.F. 200 = 16 3,500 SF 11s emin j. �High SM AUTO STORE 4,40'0 S.F. 200 = 22 5,000 SF le a VERTICAL CURB DRUG STORE 9,540 S.F. 100 4-5 12,720 SF 3 rH sl_� NTS 41,020 SF 45 kpine" t Sch SPACES REQUIRED = ilol SPACES PROVIDED = lSl VICINITY MAPHANDICAPPED SPACES = 4 2,000' 444F&4eA1.0 6"MIQ. 4,000 P-12-1. &OJb- PN\A_=M�KIT W/-5AwGLjTs X00 T-0 -71S E 0 AVE -Al A -o ZZ D 12 g15 -T V1 e%j ��r e/,6/ 1/y, 6"MIQ. 4,000 P-12-1. &OJb- PN\A_=M�KIT W/-5AwGLjTs X00 T-0 -71S E 0 AVE v- Loc,,L P;zop MU E LEGAL DESCRIPTION �5> E pETalt_� YY/ Lots 1 through 20 inclusive, Tlzn�,FF of Block 16, Third Section, C,0V E_� ITo 0e: -5I­-VzuE5-!�­ 0�,JL_Y [;)Uip�(o 13E� ) I wr 27r:�) LF - IF' County, Florida,' c.,c-_>rJ-5TV_L_jcT.Iot\J.�� 4, Page 70, of the Public Records of Seminole It Fg Dreamworld, according to the plat thereof recorded in Plat Book '4 FIE>—o L-0`c'—zr� Ve� less the East 8 feet of Lots 11 through 18, and Lot 20 for State 4XPLrk=w o/ Road Right -of -Way. Utility Easements4ve in this block closed by ............ ... -4 ..... . . ......... City Commission of Sanford, Florida. `P _�06- �rp _V SITE DATA . . . . .......... . WILLIAM F. LAW, JR. & THOMAS V. CAUBLE, MAE . ......... OWNER: C P H T 1 SUITE 400 -'9A A. -7 315 PEACHTREE STREET, ATLANTA, GEORGIA 30309 +1 E:�_I*:�_ '�7_6 R14 9 7 r ..... .. ........... w P. CONKLIN, _QT ENGINEER: PORTER & HOLMES-ENGINEERS, INC. No PL\/Er-M E= - Oil 500 W. FULTON STREET 5ooV_EE�j A,�pL44 C) TO E�,t—� ZE:V0VE:C) 4 F_ SANFORD, FLORIDA 32771 EE:p F -:,z s4bT-&- � w td V I C 0 KJ C P2 E _=_7 E 7- SURVEYOR: A. C. DOUDNEY SURVEYORS, INC. 200 EAST COMMERCIAL ST., SUITE 1 CLJMF>t> Z LOC,41,TIC)fJ 'A SANFORD, FLORIDA 32771 ....... ... . t;_;" tE�_7—r I`jT I t7,>N 41'. 11 V SIZE: 3.63 ACRES 6 CLEA�JC)U ZONING: GC -2 ADJACENT ZONING: GC -2 X19 E116 71AI6, 4 ;o SIDE -5L_0 E_= C) A2:F_=7- TC-> PROPOSED C ONSTRUCTION: 1 STORY CONCRETE BLOCK BUILDING, 4, 995 SF j BUILDING HEIGHT: ("&.I-IZT 6- ee ap A OTE: P:- Fr V. ARCHITECT TO ESTAB ISH FINISH FLOOR ELEVATinN TO MATCH EXISTING SIDEWALK NO ADJACENT BUILDING ELEVATION OF0 j �31 HAS BEEN SET FOR GRADING PURPOSES AND MAY BE ALTERED. _T Q9 GOiJG. SEG ion! 'A x2 EYISI �; p , 'T_ In e> CP CoI,,1C,At\1HEE1_ tT0P-,-_;,(_FfP.) NOTES: 1b . .......... ........... ... ... 1. THE EXISTING PARKING LOT WILL BE TOTALLY RESTRIPED PER PLAN, ALL EXISTING STRIPING SHALL BEREMOVED. I b'T 7� Q EEE: 2. ALL FILL MATERIAL SHALL BE CLEAN FREE DRAINING GRANULAR FILL INSTALLED AT 12" MAXIMUM LIFTS' AND COMPACTED TO 98% MAXIMUM DENSITY PER AASHTO-T-180. F-::- ED _1104,,J:� FI C, z FA I I\_j -1 MAil - KI U,,t,, L C)F= UKII 3. ALL UNSUITABLE AND MUCK MATER Tz&��F I(, cC)Q MATERIALS SHALL BE REMOVED FROM SIMS AND -;0 N _15 SITE. SITE SOILS REPORT IS BY MICHAEL D. <1 ASSOCIATES. THE CONTRACTOR SHALL REVIE' ILO TO THE RECOMMENDATION OF THAT 'REPORT. .4 AND ADHERE STRICTLY 0P05E:0 Lp" �F_17_Tj L"6, j,"I L Lj A wi E:y I' �_Z)T. 10 V_ Lo 4-11 IDE yv ,,TfTu R, f _TLE�,jc�4 f .n r=-7-5� 4- ­E;,P csc_ -y- 7 ..... . ........... 7— . ....... . . ............... .... . . . ....... O iYtS VJ . .......... J ADD T U P 0I`_]41L_ 7 a E3 cu;za r­LJ--T' U 45. FrZEMCW /%VENUE .......... . ....... ...... . . ....... . ........... . ........ Ai Z,' �4 w j I -2C) Z� I -t Orb.11' SANFORD-FI,E 0EPART 1303 Ff&ft-H AVEN 'E SANFORD LO A 3 771. 7_ - -27 -7, 7 DEC 2(1 89, W Lo �o►zlz. C_/Uj SITE '��� DEVELOPMENT P AN ACTIVITY NAME DATE SCALE: 1" 30' DRAWING NO. Conklin Porter -and, Holmes DESIGNED BY: J. H. S. -/ 8 ENGINEERS, INC. DRAWN BY: J. H. S. 8/8 DATE' AUG. 1988 ROSES AUTO STORE POST OFFICE BOX 1976 CHECKED BY:; 1,/9 le. 8/8 Of 0 500 W. FULTON STREET C)/00 DATE TO FOR APPROVED BY: ��e4ltlell 8/8 1 SANFORD, FLORIDA 32771 JOB NO. C 0 3 0 1.00 CITY OF SANFORD FLORIDA TEL 305 322-6841 TEL 305 831-5717 PROJECT CONTROL REGISTRATION NO: N0. DATE REVISION APPROVED A -o ZZ D 12 g15 -T V1 e%j ��r e/,6/ 1/y, v- Loc,,L P;zop MU E LEGAL DESCRIPTION �5> E pETalt_� YY/ Lots 1 through 20 inclusive, Tlzn�,FF of Block 16, Third Section, C,0V E_� ITo 0e: -5I­-VzuE5-!�­ 0�,JL_Y [;)Uip�(o 13E� ) I wr 27r:�) LF - IF' County, Florida,' c.,c-_>rJ-5TV_L_jcT.Iot\J.�� 4, Page 70, of the Public Records of Seminole It Fg Dreamworld, according to the plat thereof recorded in Plat Book '4 FIE>—o L-0`c'—zr� Ve� less the East 8 feet of Lots 11 through 18, and Lot 20 for State 4XPLrk=w o/ Road Right -of -Way. Utility Easements4ve in this block closed by ............ ... -4 ..... . . ......... City Commission of Sanford, Florida. `P _�06- �rp _V SITE DATA . . . . .......... . WILLIAM F. LAW, JR. & THOMAS V. CAUBLE, MAE . ......... OWNER: C P H T 1 SUITE 400 -'9A A. -7 315 PEACHTREE STREET, ATLANTA, GEORGIA 30309 +1 E:�_I*:�_ '�7_6 R14 9 7 r ..... .. ........... w P. CONKLIN, _QT ENGINEER: PORTER & HOLMES-ENGINEERS, INC. No PL\/Er-M E= - Oil 500 W. FULTON STREET 5ooV_EE�j A,�pL44 C) TO E�,t—� ZE:V0VE:C) 4 F_ SANFORD, FLORIDA 32771 EE:p F -:,z s4bT-&- � w td V I C 0 KJ C P2 E _=_7 E 7- SURVEYOR: A. C. DOUDNEY SURVEYORS, INC. 200 EAST COMMERCIAL ST., SUITE 1 CLJMF>t> Z LOC,41,TIC)fJ 'A SANFORD, FLORIDA 32771 ....... ... . t;_;" tE�_7—r I`jT I t7,>N 41'. 11 V SIZE: 3.63 ACRES 6 CLEA�JC)U ZONING: GC -2 ADJACENT ZONING: GC -2 X19 E116 71AI6, 4 ;o SIDE -5L_0 E_= C) A2:F_=7- TC-> PROPOSED C ONSTRUCTION: 1 STORY CONCRETE BLOCK BUILDING, 4, 995 SF j BUILDING HEIGHT: ("&.I-IZT 6- ee ap A OTE: P:- Fr V. ARCHITECT TO ESTAB ISH FINISH FLOOR ELEVATinN TO MATCH EXISTING SIDEWALK NO ADJACENT BUILDING ELEVATION OF0 j �31 HAS BEEN SET FOR GRADING PURPOSES AND MAY BE ALTERED. _T Q9 GOiJG. SEG ion! 'A x2 EYISI �; p , 'T_ In e> CP CoI,,1C,At\1HEE1_ tT0P-,-_;,(_FfP.) NOTES: 1b . .......... ........... ... ... 1. THE EXISTING PARKING LOT WILL BE TOTALLY RESTRIPED PER PLAN, ALL EXISTING STRIPING SHALL BEREMOVED. I b'T 7� Q EEE: 2. ALL FILL MATERIAL SHALL BE CLEAN FREE DRAINING GRANULAR FILL INSTALLED AT 12" MAXIMUM LIFTS' AND COMPACTED TO 98% MAXIMUM DENSITY PER AASHTO-T-180. F-::- ED _1104,,J:� FI C, z FA I I\_j -1 MAil - KI U,,t,, L C)F= UKII 3. ALL UNSUITABLE AND MUCK MATER Tz&��F I(, cC)Q MATERIALS SHALL BE REMOVED FROM SIMS AND -;0 N _15 SITE. SITE SOILS REPORT IS BY MICHAEL D. <1 ASSOCIATES. THE CONTRACTOR SHALL REVIE' ILO TO THE RECOMMENDATION OF THAT 'REPORT. .4 AND ADHERE STRICTLY 0P05E:0 Lp" �F_17_Tj L"6, j,"I L Lj A wi E:y I' �_Z)T. 10 V_ Lo 4-11 IDE yv ,,TfTu R, f _TLE�,jc�4 f .n r=-7-5� 4- ­E;,P csc_ -y- 7 ..... . ........... 7— . ....... . . ............... .... . . . ....... O iYtS VJ . .......... J ADD T U P 0I`_]41L_ 7 a E3 cu;za r­LJ--T' U 45. FrZEMCW /%VENUE .......... . ....... ...... . . ....... . ........... . ........ Ai Z,' �4 w j I -2C) Z� I -t Orb.11' SANFORD-FI,E 0EPART 1303 Ff&ft-H AVEN 'E SANFORD LO A 3 771. 7_ - -27 -7, 7 DEC 2(1 89, W Lo �o►zlz. C_/Uj SITE '��� DEVELOPMENT P AN ACTIVITY NAME DATE SCALE: 1" 30' DRAWING NO. Conklin Porter -and, Holmes DESIGNED BY: J. H. S. -/ 8 ENGINEERS, INC. DRAWN BY: J. H. S. 8/8 DATE' AUG. 1988 ROSES AUTO STORE POST OFFICE BOX 1976 CHECKED BY:; 1,/9 le. 8/8 Of 0 500 W. FULTON STREET C)/00 DATE TO FOR APPROVED BY: ��e4ltlell 8/8 1 SANFORD, FLORIDA 32771 JOB NO. C 0 3 0 1.00 CITY OF SANFORD FLORIDA TEL 305 322-6841 TEL 305 831-5717 PROJECT CONTROL REGISTRATION NO: N0. DATE REVISION APPROVED FINISH -SCHEDULE -ROOD t WALL FINISH 6 NOTES SAt_ES v FINISH -SCHEDULE -ROOD FLOOR BASE WALL FINISH CEILING NOTES SAt_ES v 1J,5,�, W . P�G�`��eo ls.coLiS T"• @ GLAZING `: FINISH LABEL o IJ I x2 FLjtzlzj QG lot -o' GLASS AL1J1v►•- 3= 1 _' LJ 0 Pln, f LJ T i; L7 ALUM: 411 TEMP PARTS � CONC. � FL. E . t� eY l.I�� � �cou s T' Ca ��t'T �t`.l o SUPPLY HARDWAREi KEYEO-`C7JCKE FP•aI Q -T E- C.> t o' -cam" A 1=.F. I.! ,f_ L T'a O}�C7LL:OW V3I T e t:> 2t- Co0C. &L s"_ IKITec> p.w HARDWARE.— DEACJ I!70LT 4, KeYF_D_4:0CKS CLOSER , YES rHOLD ALU Ni NOTES _ IZ�ST !Z t�pp.li ',1, CJ T I i "ate° t ,4 ` mus. A,c���TtcAL cLrG. 1GII CO C. c7 o QTR c�T L h�AR Jf� j Z /��VE C" ----2y,4 Z?LK'G • Cv N . GYP DRYWALL N 15619 PREMIERE DRIVE TAMPA, FLORIDA 33624 uvc: P.O. BOX 270269 TAMPA, FLORIDA 33688 (813) 968-8080 .DOOR \SCHEDULE - - F _ P A RT,S . ; ` ': _. .__ NO MATERIAL x WIDTH HEIGHT THKNS FRAME,•:. GLAZING `: FINISH LABEL �'JyPA1R GLASS AL1J1v►•- 3= 1 _' ALUM: 411 TEMP —" ----- - — - `ZE CUEAF_ CU "�]0:"" "' HARDWAREi KEYEO-`C7JCKE CLOSER DRAWING NO.',: NOTES - T -- - - O}�C7LL:OW _ Ivl L.. PA! R 2t- HARDWARE.— DEACJ I!70LT 4, KeYF_D_4:0CKS CLOSER , YES rHOLD ALU Ni NOTES _ 3 wooQ r.So� t� - CARE:_7_ t < it I ` II 3 H PRE - — HARDWARE, CLOSER T'HOLD NOTES - o . HARDWARE- CLOSER T'HOLD NOTES HARDWARE '. CLOSER T'HOLD NOTES HARDWARE CLOSER '' T'HOLD NOTES - HARDWARE CLOSER T'HOLD NOTES O - HARDWARE CLOSER T'HOLD NOTES HARDWARE CLOSER. T'HOLD NOTES ell HARDWARE .. CLOSER T'HOLD NOTES N 15619 PREMIERE DRIVE TAMPA, FLORIDA 33624 uvc: P.O. BOX 270269 TAMPA, FLORIDA 33688 (813) 968-8080 PROJECT NAME R %� ROSE AUT' Sarif dt' 4_ `` I P A RT,S . ; ` ': _. .__ REVISIONS DATE • 4 STEq_ &CHANC f3 UES E[� l� EXST• STR _ - _- SI .� CONS _ b` x\ 7 Ilk -- MTL. MANSAFR0/\ EXIST. MA STRUCTUF ZScJu�o - general contractors s engineers 15619 PREMIERE DRIVE TAMPA, FLORIDA 33624 uvc: P.O. BOX 270269 TAMPA, FLORIDA 33688 (813) 968-8080 PROJECT NAME R %� ROSE AUT' Sarif dt' 4_ `` I P A RT,S . ; ` ': _. .__ REVISIONS DATE DESCRIPTION 128 STEq_ &CHANC f3 UES E[� SHEET. TITLE Floor Plan :end Exterior `Elevat ns DRAWN BY GB CHECKED BY :: r DW. APPROVED BY � SS . JOB N0. 388.62., CU "�]0:"" "' bATE : ," ; " =' 11/2/.88 DRAWING NO.',: of "'� ""H MTL. GRAVEL 0 E P.T. 2x4 Well S1 =_ _ 3 STL. G i. i � i CON'(•Ie. 2"x '_ ANC H ORS I i. G W/ t' 85 5 :E D CONC. CAP = I @ 110. NT • -- - _ �i DURSES OF / CONC. KNOCK - �TFZ• -S ONEO W/ GONG• T - - , if i Exist. Bldg. FIN. FL. O' -C 114 1 x 6 cEt�:R TRIM TIE CONT 2x� P'[. �LK'G.:W/12u� 8+ 2 A: 2�. n p.0 VARIE1717 TYP- . _ ;YWALL ON F? N G C: RiT AUL. (A-5)-j•YP I SECTION 5 3/4" = 1' - 0" \A 2 FI 12'-11 31Co" STL CON • G+ 2 ANCHORS �Y POU R E O EAM W/4 # 2 "IES e�.R JO STS O'� F. G` PLATT INSUL. i i 1'�RiCK VANEER WIS @ K. W/ ��1G11 oc• TYP- V/ , 8" X 8" x iG" CONC. 2�L1 HORIZ. REINF• 1G O•C• YP. ,TYF'• CONT.4" SASE, T FIN. FL�oI-4i' ECTION- 4 3/4„ = 1 W, A2 _ CONT 2 x`G WOOD, I)L-K_e _741' :CANT EX ENDOP -CHORD" OF STR. 15ERRIC GE MTL. FASCIA PANELS � .. _ST_ 13A J DIST. ,., -� 4'.PLY PJ`U. ROOF. ON RICaID nERRIOGE MTL. FRAMINGi _ SECTIONS INSUL:, -'YP 1�- I CONT MTL_FLASHIN0 CCDNT. G x G M7 L. OUTj'ER I ' CONT: LOW GRAVEL - �12nX "X ' " -�_ JoIST POCKET 3nX 2uXi�xa-Co" IM�Ep G .W/ 2 12" 9s G + 2 ANCHORS _ CONN 8". P)YPOURED c m(:' IE 1� AM w 4 *5 CONT.42 TIES @ 2411 O.C. .ST STL. PbAR JOISTS SUS . E N OE ID ACOUST.I CAL CL'G. TYP 411x4" M L. b.S.'.W/CONC• 'SPLAS HTP.�LOC K ire -'- 7-4 Q'- 7-4 0 CON j. p x 3" x 14" STR. STL. W/ 12u,�f HOLEES @ ?4" O.C. CONTWHITE ALUM. FASCIA ON CONT '21912 2x4 FRAMING '24' O.C. CONT: 12X,5 POURE0 CONC. TIE 25EAM mi W/4 # 5 CONT 9 -4"2 TIES @ ?A-" O.C. 212n X 811 x Oi_11 JOIST POCKET W/ 8" x 31c,"n x d- Co' It f 2 -1,2" Al G+ 2 AI\I CHORS &X6"X CONIT. PRE CAST CONC. LINTEL CoNT P.T. 1x8 P-DLK)C..-I FIXED GLASS IN 1�>RONZE ALUM. FRAME CONT. P.T. 1x8 CONT. P>REAK MTI.. FLASHING TO MATCH WINDOW FRAME FILL E5LK. CELLS W/CONC. WIN00WS 121' GYP., DRYWALL. C)N .P__-)OTH SI DES ExiST coNC. Srr�EwAL+� CONT. P. T. 1 x 3 ,e:)LK'G. CONT. 1211 EXP. JT, TYP. FIN. F SLAB, TYP. 41 POURED CON-. WALK - W/(:,-,xrxl(='Io W.W.M. FIN. FL. C?'- if , v V_ r.- _ -- I:I___. __ � I,. _-._ ✓_q _._ _. - I --fig ^- -u _ ,• Ila c I ° - c I � N 3/4" X 14" X 4" ANCHOR /COHC. COL. PAD BOLTS W/5" THREADS DETAIL E - 3 0 NOTES 1. STRUCTURAL BEAMS TO.BE A -36 -FABRICATED AND ERECTED IN ACCORDANCE WITH CURRENT AISC SPECIFICATIONS. Q 2 BAR JOISTS TO BE FABRICATED AND ERECTED INACCORDANCE, WITH CURRENT.AISC AND _SJI .SPECIFICATIONS. 3. FABRICATOR TO S-UBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. Q 4. EXPANSION JOINTS TO BE PLACED IN ROOF AT EACH JOINT IN WALL. 5 'ST RUCTURAL.DESIGN BASED ON 110 MPH WIND LOADING PER STANDARD BUILDING ILCODE, 1985 EDITION WITH 1956 4119877 REVISIONS. 6. STRUCTURAL TUBING IS MANUFACTURED TO Fy=46KS,I UNDER ASTM A500, GRADE B NOTE- REINF. STEEL: GRADE.60Fy=60KSI CONC-f=3000PSI @ 28 DAYS CONIC. TESTING TO BE PERFORMED PER S.B. G. REQUIREMENTS DESIGN SOIL 0 } LOADINGS=2500PSF. d, E- 00 f'-AR�10115TS, TYP. '5T L. REAM, TYP. -- - - - - - - 0 '11 y 1f, `F,TL, _ !3, WELDED TG-) STL, C5EAM Q DETAIL F - t�oTTOr�I CI-�oRn �� I>AR JOIST S 2 rl` 11 —OII 3 0 4" JOIST POCKET .4"X21/2"X0'-6" 6- �..1° I�'- �, 11 o �I� • N `.• II •, 3"x2"X3/16"X0'-6" �, II • � II -.. W/ 2 1/2 6+2 ANCHORS 8" BY POURED CONC. TIE BEAM W/ 4 05- CONT. & #2 STIRRUPS AT 24" O. C.. i SIM. D. TAiL -3 DETAIL Mark Size CONC. 1/2" EXP. JT. >^EXIST.' W) — o 0 27LK• WALL CONT- 2 ,�"X 121, TYP. 3 CANT 2' 0r'x 1�° - 4 -: * 5• CONT J� 10" X 10" X 3/4" I EXIST. SLAB 5- 5`e>lV-6'x 1G"• o o E X IST, 3 1/.2" STR. STL BASE "4'- 4r' x d 011;k 1G" SLAB W/ 6 X.6 X 411 POURED CONIC. SLAI?7 PLATE - _ 9 10/ 10 W. W. M., . 5" 5" 10 Z - TYP. % O 12 . 1 CONT. 12u EXP.. JT 0 - 1' t � _ ExIsT FT'G. w O z FIK FL �• ccCONTT a •� . 2 s _ ' ' STY(�OFOAM m - N 9>LK ei Z Ir a a • N O Z � 00 ✓ V_ r.- _ -- I:I___. __ � I,. _-._ ✓_q _._ _. - I --fig ^- -u _ ,• Ila c I ° - c I � N 3/4" X 14" X 4" ANCHOR /COHC. COL. PAD BOLTS W/5" THREADS DETAIL E - 3 0 NOTES 1. STRUCTURAL BEAMS TO.BE A -36 -FABRICATED AND ERECTED IN ACCORDANCE WITH CURRENT AISC SPECIFICATIONS. Q 2 BAR JOISTS TO BE FABRICATED AND ERECTED INACCORDANCE, WITH CURRENT.AISC AND _SJI .SPECIFICATIONS. 3. FABRICATOR TO S-UBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. Q 4. EXPANSION JOINTS TO BE PLACED IN ROOF AT EACH JOINT IN WALL. 5 'ST RUCTURAL.DESIGN BASED ON 110 MPH WIND LOADING PER STANDARD BUILDING ILCODE, 1985 EDITION WITH 1956 4119877 REVISIONS. 6. STRUCTURAL TUBING IS MANUFACTURED TO Fy=46KS,I UNDER ASTM A500, GRADE B NOTE- REINF. STEEL: GRADE.60Fy=60KSI CONC-f=3000PSI @ 28 DAYS CONIC. TESTING TO BE PERFORMED PER S.B. G. REQUIREMENTS DESIGN SOIL 0 } LOADINGS=2500PSF. d, E- 00 f'-AR�10115TS, TYP. '5T L. REAM, TYP. -- - - - - - - 0 '11 y 1f, `F,TL, _ !3, WELDED TG-) STL, C5EAM Q DETAIL F - t�oTTOr�I CI-�oRn �� I>AR JOIST S 2 rl` 11 —OII 3 0 4" JOIST POCKET .4"X21/2"X0'-6" 6- �..1° I�'- �, 11 o �I� • N `.• II •, 3"x2"X3/16"X0'-6" �, II • � II -.. W/ 2 1/2 6+2 ANCHORS 8" BY POURED CONC. TIE BEAM W/ 4 05- CONT. & #2 STIRRUPS AT 24" O. C.. i SIM. D. TAiL -3 DETAIL DETAIL F 3 91- 6191_ Su 1�0114� dll 8-OII G.411 1 n 91-61 91.1 8u ,,., I �— _ — _ — --------------- ----- 1.+. o . i B A i 3 3 -I SIM. - Al I I Q j I® I I o I I I 12" EXP. JT VERIFY LOCATION I - II p I I I I I l- I i 191- 4" 201- C) 191-411 181r a0 I I I ► I i -1--I- rt 4- -- - -4 B I I - I I - I E 1— f 3 I I-� 0 I C I I 00 mz 3 - _ G Oco { I 4" POURED CONCRETE FLOOR SLAB W/ 6X6X 10/ 10 W. W. M. - ON 6 MIL VAPOR BARRIER 8 CLEAN COMPACTED FILL, TYPICAL i I I (SOIL TERMITE TREATED) (Fc= 3000 PSI . I I , 7 _L+ 13t gn 12'- 011 81- 8i1 12� Oil 1�1 8rl FOUNDATION PLAN 1/81'= 1'—Q5, TIE 1!50TjOM CH RD OF E" -AR J01S7S TG) CONIC— FILA---)TER W/.V'x 2"X4" STL Z_ WELDED TO 1ME:)E0 IP-,TYP. @ EA.. PILASTER, H 3 FOOTING SCHEDULE Mark Size Reinforcing 1/2" EXP. JT. 2 CONT- 2 ,�"X 121, TYP. 3 CANT 2' 0r'x 1�° - 4 -: * 5• CONT SHEET TITLE -Foundation Plan Roof Framin Plan 4" POURED . CONC. CONC- C''SLK. W/HORIZ . -. 5- 5`e>lV-6'x 1G"• 5-7- 5 EA. WAY 6 _REINF @ 24" O.C. 7 -- # .5A EA. WAY . 7._-. "4'- 4r' x d 011;k 1G" SLAB W/ 6 X.6 X 411 POURED CONIC. SLAI?7 FIN. FL. _ 9 10/ 10 W. W. M., W/max G OIL-Iio W.W.M. 10 - TYP. % I Q' — Q" 12 . 1 CONT. 12u EXP.. JT - 1' 5 CON T. _ 6 MIL VAPOR a •� _ ' BARRIER, TYP. - - �� '� CONT. POURED Z •1, a • CONC. FT'G., a a ✓ O/W iv r , • a� a % TYP. O� ------ -- 3 #5 CONT. CLEAN COMPACTED F=ILL----- 11.OI1 3 MI N. 3 MI N. • 24" DETAIL D 3 DETAIL F 3 91- 6191_ Su 1�0114� dll 8-OII G.411 1 n 91-61 91.1 8u ,,., I �— _ — _ — --------------- ----- 1.+. o . i B A i 3 3 -I SIM. - Al I I Q j I® I I o I I I 12" EXP. JT VERIFY LOCATION I - II p I I I I I l- I i 191- 4" 201- C) 191-411 181r a0 I I I ► I i -1--I- rt 4- -- - -4 B I I - I I - I E 1— f 3 I I-� 0 I C I I 00 mz 3 - _ G Oco { I 4" POURED CONCRETE FLOOR SLAB W/ 6X6X 10/ 10 W. W. M. - ON 6 MIL VAPOR BARRIER 8 CLEAN COMPACTED FILL, TYPICAL i I I (SOIL TERMITE TREATED) (Fc= 3000 PSI . I I , 7 _L+ 13t gn 12'- 011 81- 8i1 12� Oil 1�1 8rl FOUNDATION PLAN 1/81'= 1'—Q5, TIE 1!50TjOM CH RD OF E" -AR J01S7S TG) CONIC— FILA---)TER W/.V'x 2"X4" STL Z_ WELDED TO 1ME:)E0 IP-,TYP. @ EA.. PILASTER, H 3 FOOTING SCHEDULE Mark Size Reinforcing 1 2 CONT- 2 ,�"X 121, 3 - s CONT. 3 CANT 2' 0r'x 1�° - 4 -: * 5• CONT SHEET TITLE -Foundation Plan Roof Framin Plan x 1'- b° .. 4 - it. 5 EA. WAY 5- 5`e>lV-6'x 1G"• 5-7- 5 EA. WAY 6 !9-4'x! r4' x 1Grr 7 -- # .5A EA. WAY . 7._-. "4'- 4r' x d 011;k 1G" I � 5 E4. WA`( a . 9 10 11, 12 . 13' 14 15 8" X 24" POURED CONC. PILASTER W / 6 — #5 FROM FT'G. TO TIE BEAM & #2 IES AT 12" O.C. rs _ —=iN -_- 24" WAR ROOF FRAMING PLAN 1/899 = 1' — 0" 15619 PREMIERE DRIVE TAMPA, FLORIDA 33624 I I . UMM) L 4G: P.O. BOX 270269 p 0 TAMPA, FLORIDA 33688 9MOo (813) 968-8080 general contractors • engineers - PROJECT NAMERc ROSE AUTO PARTS Sanford Flo ` VISlONS . DATE r DESCRIPTION_ SHEET TITLE -Foundation Plan Roof Framin Plan DRAWN BY GB CHECKED BY DW APPROVED BY SS JOB NO. 388162 OUST. NO. DATE 1 1/2/88 DRAWING NO. of Equipment Schedule 15619 PREMIERE DRIVE TAMPA, FLORA 33624 ID �G: P.O. BOX TAMPA, FLORIDLORM A 33688 (813) 968-8080 RTU 1 RTU .2&3 YORK DICE060 DICE048 MBHC 59.0 48.0 KW HEAT 10 10 ELEC. 23010 23010 MCA 40.1 61.5 WEIGHT 702 677 CHECKED BY DW , APPROVED BY .SS DRYER VENT- CAP 0 0 ��77 LSm@o general contractors • engineers 15619 PREMIERE DRIVE TAMPA, FLORA 33624 ID �G: P.O. BOX TAMPA, FLORIDLORM A 33688 (813) 968-8080 PROJECT NAME 0 0S E A U TO��� Sanford FI �'N P REVISIONS DATE DESCRIPTION SHEET TITLE 'Plumbing Plan.: And HVAC Plan DRAWN BY GB CHECKED BY DW , APPROVED BY .SS JOB No. ., 388162 CUST NO. DATE11/2/88 DRAWING N0. of P t t I PANEL LPI, ' QO ' 1/ / 111 INTEGRATED OEM= ITEMITE I PANEL LPI, ' QO ' 1/ / 111 INTEGRATED OEM= ITEMITE LIGHTING M, INFIN I Morro MOMMOMI OR WOW- W01000 Wall— ®�► .1 111 ' ®� .1 111 �" �� _11 ' - •► � mm \\ VIA TIME .CLOCK 2/60 D.E. 1W.2 P. ITU #6, 1 #10 E.G.- 3/4"C C FoR -� MECN. EQUIP. POWER WIRING DETAILS NOT TO SCALE I.' VERIFY NAMEPLATE RATINGS, LOCATIONS, AND POINT OF POWER CONNECTIONS PRIOR TO ROUGII-IN. 2. DO NOT LOCATE DISCONNECT SWITCHES OVER UNIT ACCESS PANELS. LEGEND -49 DUPLEX RECEPTACLE __49 DUPLEX RECEPTACLE COUNTER HEIGHT $ -SINGLE POLE SWITCH SS 3/W SWITCH Q JUNCTION BOX O FLOOR BOX POWER O FLOOR BOX TELEPHONE TELEPHONE OUTLET 1-0 WALL BRACKET FIXTURE O RECESSED FIXTURE LAY-IN.FIXTURE 0 EXIT FIXTURES EMERGENCY FIXTURE �I DISCONNECT SERVICE. O JUNCTION BOX FOR EQUIPMENT CONNECTION MOTOR CONNECTION GENERAL NOTES I. ALL ELECTRICAL WORK SHALL CONFORM TO THE LATEST • REVISION OF THE N.E.C. AND LOCAL GOVERNING CODES. 2. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS. 3. ALL WIRING SHALL BE COPPER UNLESS OTHERWISE NOTED. 4. 120 VOLT DUPLEX RECEPTACLES SHALL BE LEVITON #5320-1 OR APPROVED EQUAL. TOGGLE SWITCHES SHALL BE LEVITON X11451 -I OR APPROVED EQUAL. S. CIRCUIT BREAKER PANELS SHALL BE SQUARE "D" TYPE AS SHOWN OR APPROVED EQUAL. HALF SPACED CIRCUIT BREAKERS SHALL NOT BE USED. 6. ALL MATERIALS WHERE APPLICABLE SHALL BE U.L. LABELED. 7. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR ONE (1) YEAR. 8. CONTRACTOR SHALL VERIFY LOCATION AND ELECTRICAL REQUIREMENTS OF ALL EQUIPMENT FURNISHED BY OTHER TRADES PRIOR TO INSTALLING WIRE AND CONDUIT. 9. ALL FLUORESCENT LIGHTING FIXTURES SHALL BE FUSED AS PER LOCAL CODES. 10. ELECTRICAL CONTRACTOR SHALL PROVIDE SEPARATE EQUIPMENT GROUNDING CONDUCTOR FOR ALL BRANCH CIRCUITING THROUGHOUT. f I PERMIT c� BATE.,. RESIDENTIAL CQMMERCIA QL-- ADDRESS�� I OWNER CONTRALTO; VALUATION PE RM11T FEE � THIS APPROVAL DOES NOT GRANT PERMISSION TO. VIOLATE ANY APPLICABLE CODE. KEEP THIS PLAN 11 ON JOB AT ALL TIMES. e 8 _. .. _... . ... ,. .. 1. I f I PERMIT c� BATE.,. RESIDENTIAL CQMMERCIA QL-- ADDRESS�� I OWNER CONTRALTO; VALUATION PE RM11T FEE � THIS APPROVAL DOES NOT GRANT PERMISSION TO. VIOLATE ANY APPLICABLE CODE. KEEP THIS PLAN 11 ON JOB AT ALL TIMES.