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HomeMy WebLinkAbout2493 French Ave 00-1809 (a) New Commercial Bldg13 ZONE DATE --3 CONTRACTOR�QQ ADDRESS jtj-)N 7 PHONE # k-7 -3C6 - 02-2 (L %C LOCATION T /3 . LlCh �d-2- OWNER _ AA ADDRESS f Il 3-P/, 3 � PHONE # 41U I • SPLUMBING CONTRACTOR SUBDIVISION: PERMIT- # _ 00 '/ OQ - JOB &W " - � V COST $ of , 75Z? (J�V FEE $ STATE NO. FEE $ � ADDRESS PHONE # f ,- �` ELECTRICAL CONTRACTOR Imo` FEE $ ADDRESS PHONE # n } MECHANICAL CONTRACTOR Govl,6 ec ~,(I ` / '�� � FEE $` 6` ADDRESS PHONE # MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS FINISHED FLOOR ELEVATION REQUIREMENTS ARCHITECTURAL APPROVAL DATE: LOT NO. G1)D BLOCK: SECTION: l SQUARE FEET: ���614 MODEL: OCCUPANCY CLASS: FEE $ ENERGY SECT. EPI: CERTIFICATE OF OCCUPANCY ISSUED # FINAL DATE DATE: 0 e, J __ - I - ---- - - — - - -_ — - -_ - -_ -"-- -t'�- I � , I . . � 5 , , , - 7 -- - � li". 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MIN, • 3000 - 01§4 'w'/ 3-'#5'S CONT. � t C2) 1-.#6 DOWELS IN PIT FNDN.'REIN F. SLAB OR MiC. TURN DOWN SLAB.- SEE PLAN. . I ---- (D) I - � - 4 I i�00"FIED I 0 4" CQNQ. SLAB' wl 6x6x1Ox10 WWM ON 6 JAR_' %/.B. ON 959 1 PROCTOR coMOACTED -'FILL, . . . I . r I".. ., I . I I "o # .6 1 DOWELS (MAXi,SPA. 0 4'-O" O.C.) �HOWE_D IN - CONIC. FTG, I W )JIN. � PRbJ, TO LAPBARS, � I .,- 61 � -,�,, , RE� 1INP.- QONQ. SLAB- SEE GHT. A-2 FOR FIT PLAwN & DETAILS. �,I- I . . i � * * Q)#5 ,DOWELS (18!' PROJ.) TO W VERT. 'SARS, SEE I 'PLAN FOR 6r Gmv VIALL - � . . . - . I � "VA � I L�) .CONC." -SIAL' wl 6x6x10/1'0 WWM ON C014P.I 'FILL .WARP SLAB TO MATCH ,SLOPE .OF' Abj, CONC. RAMP FOR @REM UNE l�TED. (ALT.- FIBER iJESH . IN' LIEU OF'WWM). , 11 - I Q) GROUT -FILLED 12" CONC. SPLIT -FACE POOL 8LK. -wl 4-J5 DOWELS IN PIT FNDN. WALL. , I ,�--,, [ 1�)) ---- I . I 86" CONC. APRON W/ 6x6x1OxI0 YNIM dif COMP. FILL. I ' [,i 2) -1/2" EXP. JT. � Q,�)I--,' _____ (E FLOOR TO DRAINS, 9 SLOPE r - C3) 6!' 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I PERFORMIhQ, QR COMP6.'r NO 1HE WQlil<:I�l,,:'i,'6rAL,,C'OMPLtANCE WITH TtIE 8,E5 AND PlAr�IlqF,'�),-'ADI)I-il'O'N'A'L UOCUMENFS'MAY OE FLJI?NI%IED* 8Y'q;EPARAW�'WR1ffF'N` (,'OtltftAUfU,�L,A(,'I,iFEM.ENT, '' , I I . � I � � � I I '.. I . I � - . � I I -, I I . I. . � I .1 , .. I . . SEE SHT. �A2 FOR LUBE FN01; - I r I I I I -.1 . I L �_ I I . I 1, I . I I � 2, - I , I � __�,_ , I . . , I � I- . I ! ?-) 11� ,5' . . 1% -1 - - , - - - - - - - - _. - / I I I . � no , - --,[ "i I�J,. . : ) � T-- � I I '... I :1 ? - - - __ - - _nh -, f ____ . -- - A — -- AT -21 Ik — .__�_ fm N - � . j - I I ____cm __ -00—.. , �d , � 1, I ­' IT 1 4 - _k_�_ .. zdu:;- I I Iff- - a­jf_-%---Xm--------- .."_ -7 ------ , �� r" f � - - � - __,� - — , 1 3� . I , - 0 , 4 I - ,3 - 1� Tik 1 4 -,.I I , I , I 11--M. - 61 -04__�_ - T__w,'-4 ,h, I 1, ( , �f P r,,,, . . , I, . 1 , , � �1_1 �_ . ,, - . -:. 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Jr�;:;/RECESS I / I. � tI110[325 , 1/8 9) = I ) __ Ott I I 0 , A 2T DETIAL , , 'i'--(Y� ....._. ,� e4) 3/4�0=) , �'j .. - I � , , I - I � � T> I NQ,T-ES (SOIL POISONING UNDER ,ALL SLABS.) � ,e-, � I i,S"- SPLIT- ' FACE CMU ON 18* DEEP BY 2(r _VADE (RICL SLAB) TURN DOWN CONC. FTG. MIN, • 3000 - 01§4 'w'/ 3-'#5'S CONT. � t C2) 1-.#6 DOWELS IN PIT FNDN.'REIN F. SLAB OR MiC. TURN DOWN SLAB.- SEE PLAN. . I ---- (D) I - � - 4 I i�00"FIED I 0 4" CQNQ. SLAB' wl 6x6x1Ox10 WWM ON 6 JAR_' %/.B. ON 959 1 PROCTOR coMOACTED -'FILL, . . . I . r I".. ., I . I I "o # .6 1 DOWELS (MAXi,SPA. 0 4'-O" O.C.) �HOWE_D IN - CONIC. FTG, I W )JIN. � PRbJ, TO LAPBARS, � I .,- 61 � -,�,, , RE� 1INP.- QONQ. SLAB- SEE GHT. A-2 FOR FIT PLAwN & DETAILS. �,I- I . . i � * * Q)#5 ,DOWELS (18!' PROJ.) TO W VERT. 'SARS, SEE I 'PLAN FOR 6r Gmv VIALL - � . . . - . I � "VA � I L�) .CONC." -SIAL' wl 6x6x10/1'0 WWM ON C014P.I 'FILL .WARP SLAB TO MATCH ,SLOPE .OF' Abj, CONC. RAMP FOR @REM UNE l�TED. (ALT.- FIBER iJESH . 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I I L r- , ''I I ir , , , " ,-E, T, Offy 187AFIJILIIL�: �'__,�IiE.,'.; �N I Jfi iw� U HAVF,Pf4 ZHC I I I I I I L 4" 1 1 Mlimiry � T4.1 a , ,, $ " N,j 4 ' , A 1#14 I . .2 I - , � . I � - I & I *i4 , M -, , 1�� - '" �y )� 14,11,11 1 1 1 1 , - ­ - r, I 0� t �_ IND:'" 141j- � , . I I I .11 OJ I , '? I " arks , lipi'm � 1 4.I� .Opm,011 u IA3E P t9EP'Q ' � '� , , 1 4 06W 11 an FL*� . I � 1 I , ,I. I � eevvm. 0, �um - 'ZIT04""Mim I I ." "I... � . � � . � IS , W V lf��34 -PM"t4o - , � ,�, Awl I • , - - ___ - ,- - . - I I --,--. � I I - _,_: -- I I . __1 - I -__ I - - , _�_ , I - � __ - - - � I I -- � I - � " . - I - 1� r � I I . , I I . , , , . " - , � - , - -1 . - -, ; "4 _. , , . I � � � "I 85.21 EXISTING ELEVATION 85.50 PROPOSED ELEVATION TRAFFIC SIGN PAINTED HANDICAP SYMBOL rCL> WOOD UTILITY POLE EDLP LIGHT POLE RCP REINFORCED CONCRETE PIPE CMP CORRUGATED METAL PIPE M.E.S. MITERED END SECTION TELEPHONE MANHOLE STORM MANHOLE C.B. CONCRETE BLOCK E/P EDGE OF PAVEMENT P.0.a. POINT OF BEGINNING O CONCRETE FILLED 6" DIAMETER STEEL POST ---- CONCRETE WHEEL STOP 6" WM 6" WATER MAIN TREE — — — PARKING SPACE 0 I RE SF sP TH Ov MIS 5TL80L i0 Ifr WHFic D.U.F. FHmoptwic TYPICAL PAVEMENT SYMBOL FOR HANDICAEPED PARKING 1 t2' { :PARKING -8-Y DISABLED' . PERMIT ONLY $250 FINE CITY ORD. 3211 ; NOTES T, All, LETTERS ATO= T" SEFUES 'G'. PER F,IUTOO. 2. TOP POIm DF $FGN SHALL FUME NEP GTbR= (EFIGINEEi11Nfl GRAD�7 BLUE F)ACKGROUND YTRFF WNFTE RET1 EGFUFUCEU LEGEND APED SOFUIEFL 3. BOTTOIA PORTION OF SIGN SFW. FLAY$ A REFLECTURTLED (ENGINEETUNG GVMF) WIRTE BACKGROUND WRFI BLACK OPAQUE LEGEND & UORUEFI d- FINE .,kujoCATIOt)� SIGN SKUL WYE A'kEiFLE=BI4Eo (ENGINEEN"O GRADE) WHTTR BACKORQUIa) WFRi eLACK OPAWE LEGENU & BOROEFL 5, UNE((I� SIGN REOUIFIEWFOn EACH PATUCUFG SPACE. G. INSTALLATK)N HEIGHT OF SIGN 5i{AU. GE OF ACCORDANCE YanF SE4"iTQ 12123 OF THE &WAIAL ON UNIFOW,) TRAFFIC COtimut. 06YICE3 (M4YGU)- , i t City DT Sanford, Florida' ' (FdA. D. 0. % APPROVED) 1 r Dept. G1 Engineerhug HANDICAP and Plann,no PARKING SIGNAGE NOTES: I.'' EACH SUCH PARKING SPACE SHALL BE CQNSPICUOUSLY OUTLINED IN BLUE PAINT, AND SHALL BE POSTED AND MAINTAINED WITH A PERMANTENT, ABOVE GRADE SION ,BEARING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY-, QR THE CAPTION "PARKING BY DISABLED PERMIT,ONLY," OR BEARING BOTH SUCH SYMBOL. AND CAPTION. SUCH SIQNS"SHALL NOT BE OBSCURED BY'A VEHICLE PARKED IN THE SPACE, ALL HANDICAPPED 'PARKING SPACES MUST BE SIGNEO 'AND MARKED IN ACCORDANCE WITH THE STAIIDARDS ADOPTED BY THE DEPARTMENT.OF TRANSPOTATION. 2. • FL DOT RECbMMENDS MEASURING PARKING SPACE WIDTH FROM CENTER' TO' CENTER BETWEEN BLUE AND WHITE STRIPES. MANpIGAP PARKING 'STRIPING F"QR, SINCL'E SPACES ; SIDEWALK (STOP LOCATION DETAIL LEGEND 24' WN/TE THERMO FL Asvc 5"TCP ARM 39"RADIUS CONC -CONCRETE R/W RIGHT OF WAY I :io TU IN7crTSl7'! CIP CONCRETE UTILITY POLE om CLEAN OUT �YL:L.IF4W rl�r�nTo — DHL— OVERHEAD UTILITY UNE TYPICAL UVSTAL CATION H.C. HANDICAP _ C & G CURB & GUTTER 3. ADD WAITER AND MlX"' SS FIRE HYDRANT o 'GIRT OR SAND . 4 GRAPHIC SCALE SS SANITARY SEWER d SANITARY SEWER MANHOLE O`A, WATER VALVE 0 10 20 h0 CLF CHAIN LINK FENCE R. PROPER TY LINE E GUY WIRE ( IN FEET ) --- DRAINAGE FLOW I TRAFFIC FLOW I inch = 20 ft, 85.21 EXISTING ELEVATION 85.50 PROPOSED ELEVATION TRAFFIC SIGN PAINTED HANDICAP SYMBOL rCL> WOOD UTILITY POLE EDLP LIGHT POLE RCP REINFORCED CONCRETE PIPE CMP CORRUGATED METAL PIPE M.E.S. MITERED END SECTION TELEPHONE MANHOLE STORM MANHOLE C.B. CONCRETE BLOCK E/P EDGE OF PAVEMENT P.0.a. POINT OF BEGINNING O CONCRETE FILLED 6" DIAMETER STEEL POST ---- CONCRETE WHEEL STOP 6" WM 6" WATER MAIN TREE — — — PARKING SPACE 0 I RE SF sP TH Ov MIS 5TL80L i0 Ifr WHFic D.U.F. FHmoptwic TYPICAL PAVEMENT SYMBOL FOR HANDICAEPED PARKING 1 t2' { :PARKING -8-Y DISABLED' . PERMIT ONLY $250 FINE CITY ORD. 3211 ; NOTES T, All, LETTERS ATO= T" SEFUES 'G'. PER F,IUTOO. 2. TOP POIm DF $FGN SHALL FUME NEP GTbR= (EFIGINEEi11Nfl GRAD�7 BLUE F)ACKGROUND YTRFF WNFTE RET1 EGFUFUCEU LEGEND APED SOFUIEFL 3. BOTTOIA PORTION OF SIGN SFW. FLAY$ A REFLECTURTLED (ENGINEETUNG GVMF) WIRTE BACKGROUND WRFI BLACK OPAQUE LEGEND & UORUEFI d- FINE .,kujoCATIOt)� SIGN SKUL WYE A'kEiFLE=BI4Eo (ENGINEEN"O GRADE) WHTTR BACKORQUIa) WFRi eLACK OPAWE LEGENU & BOROEFL 5, UNE((I� SIGN REOUIFIEWFOn EACH PATUCUFG SPACE. G. INSTALLATK)N HEIGHT OF SIGN 5i{AU. GE OF ACCORDANCE YanF SE4"iTQ 12123 OF THE &WAIAL ON UNIFOW,) TRAFFIC COtimut. 06YICE3 (M4YGU)- , i t City DT Sanford, Florida' ' (FdA. D. 0. % APPROVED) 1 r Dept. G1 Engineerhug HANDICAP and Plann,no PARKING SIGNAGE NOTES: I.'' EACH SUCH PARKING SPACE SHALL BE CQNSPICUOUSLY OUTLINED IN BLUE PAINT, AND SHALL BE POSTED AND MAINTAINED WITH A PERMANTENT, ABOVE GRADE SION ,BEARING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY-, QR THE CAPTION "PARKING BY DISABLED PERMIT,ONLY," OR BEARING BOTH SUCH SYMBOL. AND CAPTION. SUCH SIQNS"SHALL NOT BE OBSCURED BY'A VEHICLE PARKED IN THE SPACE, ALL HANDICAPPED 'PARKING SPACES MUST BE SIGNEO 'AND MARKED IN ACCORDANCE WITH THE STAIIDARDS ADOPTED BY THE DEPARTMENT.OF TRANSPOTATION. 2. • FL DOT RECbMMENDS MEASURING PARKING SPACE WIDTH FROM CENTER' TO' CENTER BETWEEN BLUE AND WHITE STRIPES. MANpIGAP PARKING 'STRIPING F"QR, SINCL'E SPACES ; SIDEWALK (STOP LOCATION DETAIL 24' WN/TE THERMO FL Asvc 5"TCP ARM 39"RADIUS 4' = �5'5IUEWA4K I :io TU IN7crTSl7'! RIGHT` -GF WAY_ _ SI (7P S/GN C ... ^ - '40 4"DOUBLE r ' �YL:L.IF4W rl�r�nTo PLASi/C TYPICAL UVSTAL CATION 0 O L, i P(.ACE P05T _ 2. POU4 W DI?Y'CG1N1 I?ETE MIX }Aao 3. ADD WAITER AND MlX"' 4. Fll.L HOLE WTTH'RFJtWNING o 'GIRT OR SAND . 4 ti n m 0 OF ENTRANCE OF DRIVEWAY 7a E.CI•P, N -k 30" High ince Stop 519 24"THerino-pi6stio•Stop Bor i 4"[)OG4Ie YetIQW Thermo-plostic Center. Lines Fly P..FtST-0PFI',PA NTIN G. Im 12' X 30' X 6" CONC. UMPSTER PAD SCREENDED N 3 SIDES W%6' WOOD FENCE -W-GATES FOR ACCESS > >-- O w z STOP/" NO LEFT < I a TURNSIGN L I = z v �� Z CONC,- >-- I Oz o \ — r , r Y STOPS (TYP,) ' •, Q o ""I O I i! CL Y + j ' LL J_ � � 1 0 CD _; 25" 20 �✓ _ j L_ 11 Y U Q \ O V) J pQ 1' Q p I D U 15'R z > I f1g ,w0m cc J >I p;� � _ �I rn Cn ql j LL Z J Q OFFICE./ n' n I z \0 STORAGE W C.O. °; zF.F. = 50.00 so ))30-R 0ujo O 2'RLLJ 7 10 Lr � (n 0 ~J p C.O. aD LLJF � I I 15' 25V � m " Of 0 U ` �dn Z LA U� 4 Q C7 Ud } 1 Cu I 4X A w v)' © 0 \ Lnr 40.5' X8.041` 2'R s S �F ^U �- z : 02 15' MONUldENT GN - a 0 [r W L) 1, DiRECRC4sT.1L S:�ri 5'R CK � t 0G ( 50 SF AREA AX) I C 0 Lk 2 r£ !_ \ CL V) Gw7 W z w \\ 25'R ¢ i I PROF�OSED W DEDIC TION , �C� \ PR POSE 15' t ;aiXDLu &---" ---~--Ci ice."!s \ o° S FORD QTf S"i.T';*,"CE EASEA T \ �r. TOP AR 30' ''QST DRIVE TO REMAIN sTOPfitGHT -NC RAMP PER 8'F2 nsity TURN G'>tt Y' 3121 INDEX 3D4 n REMID"'E EX1SL CONC 'DRIVE & REPtACE # /NEW 5' CONIC WALK, �. SOD 2' TYPE F CURB W, 25th STREET ESTATE ROAD 46 • 9 - s LAKE' MONROE R30EIR31,E LOCATION MAP DATA TAX PARCEL I.D. #: 36-19-30-538-0000-0200 SITE ADDRESS: 2449 S. FRENCH AVE. TOTAL LAND AREA: 0.817 ACRES EXISTING ZONING: GC -2 (COMMERCIAL GENERAL) EXISTING LAND USE: CONVERTED SERVICE STATION PROPOSED LAND USE: MOBIL LUBE/TUNE-UP CLINIC PARKING REQUIRED: 1.5 SPACES PER EMPLOYEE 11 X 1.5 = 17 SPACES REQUIRED PARKING PROVIDED: 21 SPACES (INCLUDES 1 HC + 3 0 LUBE SAY DOORS) MINIMUM BUILDING SET BACK DISTANCES: FRONT: 25'(U.S. HWY 17-92) SIDE : 10' REAR : 20' PROPOSED BUILDING: 4396 SF, LUBE/TUNE-UP BLDG, DENSITY CALCULATIONS FOR 0.817 ACRE PARCEL: LAND USE EXISTING PROPOSED BUILDINGS 2670 SF- 07.50% 4396' SF- 12.35% ASPHALT/CURB/CONC 28140 SF- 79.07% 18455 SF- 5,1.857. RETENTION a T/B 0000 SF- 00.00% 4200 SF- 11.80% OTHER OPEN AREA 4780 SF- 13.43% 8540 SF-�-„ 24.00% TOTALS 35590 SF- 100% 35590 Sr- 100% IMPERVIOUS RATIO: EXISTING -86.57%; PROPOSED -64.20% FLOOR AREA RATIO (F.A.R.): EXISTING -07.507; PROPOSED -12.35% (35% ALLOWED) EXISTING SOILS: FINE SANDS ("URBAN LANDS") UTILITIES: SEWER- CITY OF SANFORD WATER- CITY OF SANFORD POWER- FLORIDA POWER CORP. TELEPHONE- BELL SOUTH GAS- FLORIDA PUBLIC UTILITIES SOLID WASTE- CITY OF SANFORD OWNER/DEVELOPER: SOUTHERN EXPRESS LUBES INC. 1113 N. SEMORAN BLVD. ORLANDO, FL, 32607 407-306-0224 ENGINEER: HOLDER ENGINEERING CORP. P.O. BOX 161726 ALT. SPRGS., FL, 32716 407-889-2917 SURVEYOR: SWAGGERTY LAND SURVEYING, INC. 111 N. ORANGE AVE.(P.O. BOX 2384) SANFORD, FL. 32772-2384 407-322-4630 v REVISIONS <T, DO r ' C) rO 0 O L, I.,_ _ r' • ti n m 0 cr O 0 I l w. w ' G i LOTS 19, 20 AND 21 (LESS ROAD RIGHT–OF–WAY) BECK'S ADDITION, AS RECORDED IN PLAT BOOK 3, PAGE 101 OF THE V) (D PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. ;>- AND Dr THAT PART OF LOTS 22, 23 AND 24, BECK'S ADDITION SANFORD, FLORIDA, ACCORDING TO THE PLAT THEREOF, AS Q) RECORDED IN PLAT BOOK 3, PACE 101, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, LESS AND EXCEPT THAT PART CONVEYED BY WARRANTY DEED TO STATE OF FLORIDA, AND RECORDED IN DEED BOOK 183, PACE 191, GO OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, AND LESS AND EXCEPT THAT PART TAKEN BY ORDER OF C) ' TAKING RECORDED IN OFFICIAL RECORDS BOOT! 508, PAGE 525 AND FINAL JUDGEMENT RECORDED IN OFFICIAL RECORDS BOOK 551, PAGE 1, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. I O DESCRIBED AS FOLLOWS. Q ,-) BEGINNING AT A POINT WHERE THE NORTH RICHT–UF–WAY LINE OF GENEVA STREET INTERSECTS THE EAST RIGHT–OF– WAY LINE OF FRENCH AVENUE AND RUNNING THENCE NORTH OOo26'o0"WEST ALONG THE EAST LINE OF FRENCH AVENUE ---yfin L / . i �• A DISTANCE OF 150 FEET TO A POINT, THENCE RUN NORTH 89050'15" EAST A DISTANCE OF 119 FEET TO AN IRON PIN, o THENCE RUN SOUTH OQo24'25" EAST A DISTANCE OF 15o FEET TO AN IRON PIN ON THE NORTH RIGHT–OF–WAY LINE CHECKED BY: I OF GENEVA •STREET, THENCE RUN SOUTH 89450'15" WEST ALONG THE NORTH RICHT–OF–WAY LINE OF GENEVA STREET 0 A DISTANCE, OF 118.93 FEET TO A POINT OF BEGINNING, EXCEPTING THAT PORTION TAKEN FOR RIGHT-"OF–WAY PURPOSES DESCRIBED AS FOLLOWS. 43 BUILDING TYPE F "COMMENCE AT THE SOUTHEAST CORNER OF SAID LOT 24, THENCE RUN WESTERLY ALONG THE SOUTH LINE OF SAID LOT . 24, A DISTANCE OF 103.93 FEET TO A POINT OF BEGINNING, THENCE CONTINUE WESTERLY ALONG SAID SOUTH LINE, 15 FEET TO THE EAST LINE OF STATE ROAD 5 THENCE ���� ��F`� 11 ' RU T S lN NORTHERLY ALONG SAID EAST LINE OF .iTATE ROAD 15, A uy f� DISTANCE OF 15 FEET, THENCE RUN SOUTHEASTERLY ALONG A STRAIGHT LINE To THE POINT OF BEGINNING, BEING IN THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 36, TOWNSHIP 19 SOUTH, RANGE U L0 TY OF SANFORD' 6 30 EAST, SEMINOLE COUNT), I � FLORIDA." - � w 0wu ALL THE ABOVE DESCRIBED PROPERTY CONTAINING 0.817 ACRES MORE OR LESS. dT'} 5 JOB NUMBER 4 I' DATE 1 ow ' IW SHEET NUMBER c x w LL o 6" GRA` IT7ta1.! •I I c.ao w n W J N UV W O I V) _Lu U Ds I w I !a'A n 6, ONC R8 Ldc) I I QI 0Q 0-V I 1 I " SIPAC�ES' GATES v i7 PARIKINIG �0 5 j_ V)H- W 9 ICISR , v Ln , V) 30'R i., I s O -moi PARKING ! OT IC° N 0 ATTACH D TO 8LL 0 (T(P) p -- ➢ LLJ d 40.5'—LANDSCAPING I~ >s I V z 28.00' o W w �. 15' o , r V) o a aI t zl Qa ¢ Li C: xu 12' X 30' X 6" CONC. UMPSTER PAD SCREENDED N 3 SIDES W%6' WOOD FENCE -W-GATES FOR ACCESS > >-- O w z STOP/" NO LEFT < I a TURNSIGN L I = z v �� Z CONC,- >-- I Oz o \ — r , r Y STOPS (TYP,) ' •, Q o ""I O I i! CL Y + j ' LL J_ � � 1 0 CD _; 25" 20 �✓ _ j L_ 11 Y U Q \ O V) J pQ 1' Q p I D U 15'R z > I f1g ,w0m cc J >I p;� � _ �I rn Cn ql j LL Z J Q OFFICE./ n' n I z \0 STORAGE W C.O. °; zF.F. = 50.00 so ))30-R 0ujo O 2'RLLJ 7 10 Lr � (n 0 ~J p C.O. aD LLJF � I I 15' 25V � m " Of 0 U ` �dn Z LA U� 4 Q C7 Ud } 1 Cu I 4X A w v)' © 0 \ Lnr 40.5' X8.041` 2'R s S �F ^U �- z : 02 15' MONUldENT GN - a 0 [r W L) 1, DiRECRC4sT.1L S:�ri 5'R CK � t 0G ( 50 SF AREA AX) I C 0 Lk 2 r£ !_ \ CL V) Gw7 W z w \\ 25'R ¢ i I PROF�OSED W DEDIC TION , �C� \ PR POSE 15' t ;aiXDLu &---" ---~--Ci ice."!s \ o° S FORD QTf S"i.T';*,"CE EASEA T \ �r. TOP AR 30' ''QST DRIVE TO REMAIN sTOPfitGHT -NC RAMP PER 8'F2 nsity TURN G'>tt Y' 3121 INDEX 3D4 n REMID"'E EX1SL CONC 'DRIVE & REPtACE # /NEW 5' CONIC WALK, �. SOD 2' TYPE F CURB W, 25th STREET ESTATE ROAD 46 • 9 - s LAKE' MONROE R30EIR31,E LOCATION MAP DATA TAX PARCEL I.D. #: 36-19-30-538-0000-0200 SITE ADDRESS: 2449 S. FRENCH AVE. TOTAL LAND AREA: 0.817 ACRES EXISTING ZONING: GC -2 (COMMERCIAL GENERAL) EXISTING LAND USE: CONVERTED SERVICE STATION PROPOSED LAND USE: MOBIL LUBE/TUNE-UP CLINIC PARKING REQUIRED: 1.5 SPACES PER EMPLOYEE 11 X 1.5 = 17 SPACES REQUIRED PARKING PROVIDED: 21 SPACES (INCLUDES 1 HC + 3 0 LUBE SAY DOORS) MINIMUM BUILDING SET BACK DISTANCES: FRONT: 25'(U.S. HWY 17-92) SIDE : 10' REAR : 20' PROPOSED BUILDING: 4396 SF, LUBE/TUNE-UP BLDG, DENSITY CALCULATIONS FOR 0.817 ACRE PARCEL: LAND USE EXISTING PROPOSED BUILDINGS 2670 SF- 07.50% 4396' SF- 12.35% ASPHALT/CURB/CONC 28140 SF- 79.07% 18455 SF- 5,1.857. RETENTION a T/B 0000 SF- 00.00% 4200 SF- 11.80% OTHER OPEN AREA 4780 SF- 13.43% 8540 SF-�-„ 24.00% TOTALS 35590 SF- 100% 35590 Sr- 100% IMPERVIOUS RATIO: EXISTING -86.57%; PROPOSED -64.20% FLOOR AREA RATIO (F.A.R.): EXISTING -07.507; PROPOSED -12.35% (35% ALLOWED) EXISTING SOILS: FINE SANDS ("URBAN LANDS") UTILITIES: SEWER- CITY OF SANFORD WATER- CITY OF SANFORD POWER- FLORIDA POWER CORP. TELEPHONE- BELL SOUTH GAS- FLORIDA PUBLIC UTILITIES SOLID WASTE- CITY OF SANFORD OWNER/DEVELOPER: SOUTHERN EXPRESS LUBES INC. 1113 N. SEMORAN BLVD. ORLANDO, FL, 32607 407-306-0224 ENGINEER: HOLDER ENGINEERING CORP. P.O. BOX 161726 ALT. SPRGS., FL, 32716 407-889-2917 SURVEYOR: SWAGGERTY LAND SURVEYING, INC. 111 N. ORANGE AVE.(P.O. BOX 2384) SANFORD, FL. 32772-2384 407-322-4630 v REVISIONS <T, DO r ' C) rO 0 O L, I.,_ LEGAL DESCRIPTION n m 0 cr O 0 LOTS 19, 20 AND 21 (LESS ROAD RIGHT–OF–WAY) BECK'S ADDITION, AS RECORDED IN PLAT BOOK 3, PAGE 101 OF THE V) (D PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. ;>- AND Dr THAT PART OF LOTS 22, 23 AND 24, BECK'S ADDITION SANFORD, FLORIDA, ACCORDING TO THE PLAT THEREOF, AS Q) RECORDED IN PLAT BOOK 3, PACE 101, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, LESS AND EXCEPT THAT PART CONVEYED BY WARRANTY DEED TO STATE OF FLORIDA, AND RECORDED IN DEED BOOK 183, PACE 191, GO OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, AND LESS AND EXCEPT THAT PART TAKEN BY ORDER OF C) ' TAKING RECORDED IN OFFICIAL RECORDS BOOT! 508, PAGE 525 AND FINAL JUDGEMENT RECORDED IN OFFICIAL RECORDS BOOK 551, PAGE 1, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. I O DESCRIBED AS FOLLOWS. Q ,-) BEGINNING AT A POINT WHERE THE NORTH RICHT–UF–WAY LINE OF GENEVA STREET INTERSECTS THE EAST RIGHT–OF– WAY LINE OF FRENCH AVENUE AND RUNNING THENCE NORTH OOo26'o0"WEST ALONG THE EAST LINE OF FRENCH AVENUE DRAWN BY: A DISTANCE OF 150 FEET TO A POINT, THENCE RUN NORTH 89050'15" EAST A DISTANCE OF 119 FEET TO AN IRON PIN, THENCE RUN SOUTH OQo24'25" EAST A DISTANCE OF 15o FEET TO AN IRON PIN ON THE NORTH RIGHT–OF–WAY LINE CHECKED BY: OF GENEVA •STREET, THENCE RUN SOUTH 89450'15" WEST ALONG THE NORTH RICHT–OF–WAY LINE OF GENEVA STREET A DISTANCE, OF 118.93 FEET TO A POINT OF BEGINNING, EXCEPTING THAT PORTION TAKEN FOR RIGHT-"OF–WAY PURPOSES DESCRIBED AS FOLLOWS. BUILDING TYPE F "COMMENCE AT THE SOUTHEAST CORNER OF SAID LOT 24, THENCE RUN WESTERLY ALONG THE SOUTH LINE OF SAID LOT . 24, A DISTANCE OF 103.93 FEET TO A POINT OF BEGINNING, THENCE CONTINUE WESTERLY ALONG SAID SOUTH LINE, 15 FEET TO THE EAST LINE OF STATE ROAD 5 THENCE ���� ��F`� 11 ' RU T S lN NORTHERLY ALONG SAID EAST LINE OF .iTATE ROAD 15, A uy f� DISTANCE OF 15 FEET, THENCE RUN SOUTHEASTERLY ALONG A STRAIGHT LINE To THE POINT OF BEGINNING, BEING IN THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 36, TOWNSHIP 19 SOUTH, RANGE � TY OF SANFORD' 6 30 EAST, SEMINOLE COUNT), a FLORIDA." - � w ALL THE ABOVE DESCRIBED PROPERTY CONTAINING 0.817 ACRES MORE OR LESS. dT'} JOB NUMBER 4 I' DATE 1 07-12-99 ' SHEET NUMBER I •I fI3 2 5 N OCO L ED) E f 01 OWNER SQUTH�RN EXPRESS LUBES DEV OPER STAN SHULTZ 1113 N.SEMORAN BLVD. ORLANDO,. FLORIDA 32807 rEL.: 407-- 30 CIVIL ENGINEER HOLDER EN(;INE.[%RING CORP. P.O. BOX 161726 AL TAMONTE SPRING$, FLORIDA 32716 TEL.: 407-889-2917 ARC 1-1 ITECT/STR(J CTU RAL THOR HEINRICHS ARCHITECT P.O. BOX 81 MIDDLEBURG, FLORIDA 32050 TEL.: 904-264-9500 FAX: 904-269-9371 oRAWIIN NDE7� CIVIL HOLDER ENGINEERING CORP. ARCHIT.'E'CTURAL COVER SHEET Al FOUNDAT[ON1 PLAN -- MAIN BLDG. A2 LUBE FOUNDATION PLAN A3 LUBE PIT PLAN A4 FLOOR PLAN A5 DETAILS A6 ELEVATIONS AND ROOF PLANS A7 WALLS SECTIONS PLUMBING PL/11 PLUMBING AND HVAC PLANS I:DM2 LUBE PLUMBING EQUIP, LAYOUT ELECTRICAL El ELECTRICAL PLAN E2 LUBE ELECTRICAL PLANS P 161, 'CA LFS t" A ii NJ 1, LJ �77 7-- T t J ILI fr H A VEE; WO T �STREET 2991 r,R`L7EN0 cANFUORLip �� a ► '7 717 LORDA W"'OUNTY ka _HAL�S 'Q qA NOTE: .,CONTRACTOR SHALL. ONTACT THE FIRE MARS Pr�,'IC AU, F . . . . . . . . . . . . E Q Q 1. R F. 00 _INSPECTIOJqS I-0.0% COMPLE:TE-FOR PJNA IKSO WHEN, B01(, �v W - y RY' ECTIqN 1, -E, 77 .aa M, A T P IR-04ECT The followirlg,,Js, an ar),alysis, of, qf:ipllc;�610 s�,cltion�, of' the, 1TIE S­'A�', P- 'Y. M STANPARD' BUILDING' tOPE''of 1 999 E-,`TY'_,S TEM E, kc EM Ob�-,ubtfrs: :,yES­ QqqqpOn.gy Cl9q,sificati0h, MIXED, QROUP�',B,� EJQSIN.65�',-� (�qbiq� fqCif1ty):"& Q F� • QUP� 0 Cons ru� (RP.pq1r/ALA6 Facility) T�p,�,6f,, V— UN_PRQTEQfE0,­'UN5PRINKWbi` I I j , �XFF,.SiqN$.: YE5 Tdble 704.;1 Occupdridy repair bays 'fror'n rest �of V4 I ding' (—Four Raked) 'Provided TR FIRE LARK, '�mokt DLTE SYSTEM': No'..,, S ALLOWABLE AREA CALCULATION ($oe Table 500)' PANIC- HARDWME: NO CoriStruction Type V— Unpmteictod,' Urispririlkled OCCUPANCY 77 " ALLOWED 14000/FL Gross' 6,758(in'cl. 'Pit) MAXIMUM HEIGHT IN FEET 55'-0` 112 PROJECT HEIGHT IN FEET C OCCUPANCY BUSINESS SUSINE S E 5 Max.. § of Stories 2 4111, Project # of stories 34 41" , I 1 (+ pit) Area Allowed: oris story 14000 PROJECT AREA — .5,758 (incl. Pit) W�qr�Ri Ing aLI M 4—' P 161, 'CA LFS t" A ii NJ 1, LJ �77 7-- T t J ILI fr H A VEE; WO T �STREET 2991 r,R`L7EN0 cANFUORLip �� a ► '7 717 LORDA W"'OUNTY ka _HAL�S 'Q qA NOTE: .,CONTRACTOR SHALL. ONTACT THE FIRE MARS Pr�,'IC AU, F . . . . . . . . . . . . E Q Q 1. R F. 00 _INSPECTIOJqS I-0.0% COMPLE:TE-FOR PJNA IKSO WHEN, B01(, �v W - y RY' ECTIqN 1, -E, 77 .aa M, A T P IR-04ECT The followirlg,,Js, an ar),alysis, of, qf:ipllc;�610 s�,cltion�, of' the, 1TIE S­'A�', P- 'Y. M STANPARD' BUILDING' tOPE''of 1 999 E-,`TY'_,S TEM E, kc EM Ob�-,ubtfrs: :,yES­ QqqqpOn.gy Cl9q,sificati0h, MIXED, QROUP�',B,� EJQSIN.65�',-� (�qbiq� fqCif1ty):"& Q F� • QUP� 0 Cons ru� (RP.pq1r/ALA6 Facility) T�p,�,6f,, V— UN_PRQTEQfE0,­'UN5PRINKWbi` I I j , �XFF,.SiqN$.: YE5 Tdble 704.;1 Occupdridy repair bays 'fror'n rest �of V4 I ding' (—Four Raked) 'Provided TR FIRE LARK, '�mokt DLTE SYSTEM': No'..,, S ALLOWABLE AREA CALCULATION ($oe Table 500)' PANIC- HARDWME: NO CoriStruction Type V— Unpmteictod,' Urispririlkled OCCUPANCY ALLOWAKE AREA (sq: ft,) PROJECT AREA (Sq. ft,) ALLOWED 14000/FL Gross' 6,758(in'cl. 'Pit) C'E'SLG .LN_'LOADS ROOF LIVE LOAD: 20 P.S,iF. TABLE 500 MAXIMUM HEIQHT 'OF BUILDING BASIC WIND' SPEED: 100 M.P.H,' 'TYPE OF CONSTRUCTION NPROTECITED, UNSPRINKLED SOIL BEARING: 2000 P,S.F. AS�-UMED Type�­Y—U.,. PROPOSED CON STR UCTION: 'TYPE:';V—';,'UNP R I OtEq%b, ;UN 8PRtb . IKLED RE UIK�IENT 'TABLE 600 FIRE RESISTNIE,"' -,U 8EqT. =3 00qQwANTj.q D' AND MEANS, OF.'EGRE5S, QAPAQoITY S 'ROSS F ki0fer to Toble 100.1, 14L fit (4) 00SbN`FtRA00' S,,F, OF G 'LOOR AREA- (5,758)= 5&1 EXIT REQUIREYLNT$ TABLE 1004 'TRAVEL DISTACE, DEAIJ—END' LENGTH' EXIT & MFAOS OF, rrQR�SS`WIGTH' 0(.,r,upqnr,y,, Max. trdyel'' to, Exit (ft.) r►s'k ALLOWED PROJECT MAXIMUM HEIGHT IN FEET 55'-0` RL""V I I - 4 '0 '111.�' , PROJECT HEIGHT IN FEET 2 OCCUPANCY BUSINESS SUSINE S E 5 Max.. § of Stories 2 4111, Project # of stories 34 41" , I 1 (+ pit) Area Allowed: oris story 14000 PROJECT AREA — .5,758 (incl. Pit) PROPOSED CON STR UCTION: 'TYPE:';V—';,'UNP R I OtEq%b, ;UN 8PRtb . IKLED RE UIK�IENT 'TABLE 600 FIRE RESISTNIE,"' -,U 8EqT. =3 00qQwANTj.q D' AND MEANS, OF.'EGRE5S, QAPAQoITY S 'ROSS F ki0fer to Toble 100.1, 14L fit (4) 00SbN`FtRA00' S,,F, OF G 'LOOR AREA- (5,758)= 5&1 EXIT REQUIREYLNT$ TABLE 1004 'TRAVEL DISTACE, DEAIJ—END' LENGTH' EXIT & MFAOS OF, rrQR�SS`WIGTH' 0(.,r,upqnr,y,, Max. trdyel'' to, Exit (ft.) r►s'k P'q'fr. �rt) v,00A per ,� ,'Orv6d pq�a �`p in M corri or awe WIdtf1:, MI, 1`1 J Sic of 0 it, 0,00 4'hi 16 RL""V I I - 4 '0 '111.�' , K. 2 AQTUAL 1 COND TIONSI ­, -1 N,9 N E 4111, 48 34 41" , I �GSJI kjV,+ rt. &I I VVJ L; I H Th'p, -total widih,of 'exits in iiiqlile'S 0al1 n6t, be �- leas Viaq', the total - pp,icupandy , loo•d y-ervod by an exit rylUltiolied b Such � WidthO,� �of, ex6 be e, dNld�,d Oil 'b6' ripproximat0ly O'quall.y a'rnon� Sep -Ora, te - 4xita. 'The e�it width reqttiried oh I SEQT. 1004 & TABLE 1004 ARRANGEMENT OF EXITS: (4 ET$ PROi If or.) 6xits, are r6quired;,they, "sh"dil be placed 6 dIqtqrfci4,ap6ril: �_-qual to not Ieu'u Whq't'i 1/2 of the length of th� - rriux1ritimin , o'Vergil dial cinch dir­66n�lbn of �'the" area to be served, meds6red, in a str"algki: line between 6xits. SFIAL1,,, COMPLY VIITH 'ALL, APPLIQABLE 'SECTIONS OF NFPA '101 LIFE, SAFETYCOQE_ LATEST EDITION & FLORIDA' HAN 0 [CAP CODE LATEST ED1TiaN, SHALL COMPLY WITH ALL APPLICABLE $CiiIONS 'OF NFPA 88B R I EPAIR/AVTO FACiury (SEE TUNE—UP SHOP AREA). 02 - FIRE PROTECTION. 7OR MATIGN! REPAIR, 'OF, BAY OCCUPANCY -SEPA . RATION AQ 1EYQQ 0- 0 RINAT QN,� AS� FR'ON1,'TW0'R'.',S Ab',l U"i LA 0 TOP MASONRY TIt BEAM AT V. .4 'ABOVE OrR RL""V I I - 4 '0 '111.�' , 4111, Air - 7 W�qr�Ri Ing aLI M 77, 77-7 :.,77- 7 ............ I. Concrete` Q,aCkS* in, hollow or Solid. '_;q classifidat!MD (2 he),' ]tli_41 77 -,t florid' Frq.0octs, Inc. At(chd' 7, 3'Rock fildustries,49c, TV.0.4, 1T. ij lift.'Wb/, fitcon Whitcomb. v Westbrook Co,, Inc, _ 2. Mortar�BtockS laid in f' Iled of,!hortqy, nom, 3/8.1m, than 2•I/4 and not r6ot than, -J/z,P,#tS of deoh shaip'satid,to 1,*p t flortLiind,cement (prioport oned yVq(tjme)"and lot In Z hydrated"lime (by ce �meri Volume).' 'l4rt1qa(J61htS staggered, 3. 17%. 7 z7 ot�Show7 1�112 in. thick max, 4 ft,;vlde Portland tet' Stko or:ry'ps(0v`1 P,Iaiier�--Add �112'fir to 6assf- fication. f used,�Attitchod to,cqli�(gtet blacks (Ite;� '1). 10 /1. Foiinlied Plastic".—(Qptidnat-N sheathing Ut attachidd to CeLOtex Corp ---Type Theima'X' #0601119 the UL Claisification Marking Z X-1 131 77Q, .(0 R -ABOVE MASONRY, W/L L PORTION� CONSTRUCT -6 NOMINAL WETAL.STUD, 2�-'HOO RATED A$SEMOLY TO ROOF 'LR Uri` Ko Di -T R 'ALT.': 6' N6MINA —HOUR R#Tli L WOOD STUD',2 ZAP 7� 7P r• (See1telos 3 &,4) Ilan U ags rr I , , edrfirl� Wall Rad rrr rJ Fit k p '7 t. and Houtly 041 . ... .. .rf SLOI(qla .1 k 14 M11! A Otani GF J.. 7— ire 11� 7 w i 77--7' j ithickeS 4 7 4,4 IM, -or ryiJe,p,,XJ' thick UVRACQUEire ............ I ...... ... t States Oyp�irtrl i I 0"� x X WRp tl hi TCOOk,o T X r y UnIttlit 4,r.IJf.'r,(hf�k',. rype C; P, e4� lT hick -de'C ln� thj� ry'po C,'- WRC:6e,IP-X?- S 'tf '00 rll� yell el.(� pla 5,0r�,01, 4, 0, a Ye stiPillilfilidcortio $A 5/8 In; thick KSK-Sli flio4own 7�, I. floor. and )—Channel shaped; foildcated 5/6 if), thick Ty0e SCX,�ve from min'25 K�G whosion-p(otectO stetL min widtfijd ocromillodate n •a P 4 � N A _,_.? '�,15• 10,,thick ULTRA d0E*or'1-Ty0, 10-ki. q 9.Ina 's. (is sttv ud $10, %vith min I Ili. long 42s, attacPed to floor and eellln4 with 5, Fastei)�rs­ (Nat �howni. tenefs r24 In, OC Type, $,�Or 5.1 IQJL Shaped, fatikittd from r screwi, used to attach OJh015 to sfoo$'(1a jar J� Steel Stil din 25 MSG corrosion- I Inji0rig,for, 1/�, and, 5/8" In "th[Ck 14/ ��Vt 4ye P fed el ads-- 6q".m;2Y'?ri tyrnng c,10,11114 s (fter�' h. • votected steeL min width'as ir4cated under Item 4, min 1-1/4 in. 0);,51nigle'la'yer systems.,' 'or VejtfS, 411y., Iiiiigi ta�o' oftathe"d ici hj"'A at 1 5 Spa cie ' 'd, r."at )/o in. clan es and 1/4 ill� (�W(n, space -d a wit of 24 vi. OC. Studs to to cut 3/8 n, thick paoe�,,L50 in • 14 1-1/4 hit, lo'69 for 3/4 1 77 Y� �yq or 12 In._ OC Wile applied, hof iziniiat a p pliq to 3/4 in.-tess,thio assembly hei;ht, _tyith -U(arlkets1--'(Requiitd is IrAlicjt�d under Item 4)-,7,Mlrlerat er systems: First layer- 1 in,'tofiq for,1/P,and!6/U In, Or m oyq5,,Jaiq66 0 k e layer• /4 fil. (a' 3. Slits and lay ng for 3/4 • In. thick p'oels, s0a�ej dMet, 00201 batts, friction fitted betriten st,4ds jrd tunners. Mitt n9in thickness 1-1 �,oq&foyej. oo'p�si 1-5/8, ifL lorig for 1/2 In,', 5/8. In.,,tong., for, J//* G -C 'or A -77777 id Under Itent 4. See Batts ind Blankets (60V or'oZil)• is indicate tate axles fair ilorries of c(asillied taapAnies. in, thick, panels, sliaced 16 In. 06ylilt s6tiyjs 6f6et,8 In'.40'tri'M st 1pi —(Option - 1'4in� 110'f6r Ill" thick uj6olan tjq�jtnlj C —TypaAR,,(, IV-Xl, IP -X?, SCX'�StlXi t I& Slits and, Bil"Rets' in stud cavities, any glass Three laytir steals: First layer omp any,� WSX: fifier or mhieirit yeout insulation belting the UL Classification'Matking as parcels; 50aCe!124 Ili. OC, Seciiiid l.anf-. 1-5,xiii: (oil? for 1/2 fn., thick panels, spa6d 24 fit. 0C, Thl( If er- 2� 1/4 Iry pit' far 1/� ln.,, 5/8 q t�it#x­Carp,--"'r yp TRP. to Surface Burning rhoracteristks 4r.41of file Resistance, So 0, d e vi 'TRP. (13KNV or 11L,M).Cate psies for names o! Classified companies. atts in Ili. thick, pinle[S Qr:Z_5/8 jn,.long for' in.4,thir Space -3VY5, —GYpsum panels nits beveled. square or tapered TOei A. ifillboord, QyPS,unl* k pane S, _d 12 hi� C, 05- 5, CG - 5, 5W5, 06,6, OC. Screws offset min 6 in, flom,lay�ri b,0(p�N,'f06r-iay'i'r'i , y spaced First G�p Gy edges, applied Vetticatly or hotitantally. Vertical joints ce'rrterpd over layer- I 'In, tong for 1/? in., -5/4, If). tillck''paniiis, ioqqil 'i4 16'. dc'. �Piltlpjl I 1 14 It, . 1 11 r , Studs and stoggered Ono stud claitl on opPosite'sid�s'of ,stalls, Vertical )ecqllu layer- 1-5/8 in. tong for 1/z in,, 5/0 K thick 24 111 0-4yPlinA 40�7- p4s 1(ld X# maz'%'11 J�Ints it jllJa�ent layers (inultiWer- s Items) staggered a' ill. or, Third layer- 2-1/4 Ili. too§�6(,1/2 lit. thick, �Jtiiti :or .,2 45/4 In. li01e"Cor'p—T'ypgs, Lff,0, LGFCiiCi kicilizontai, edge, joints and hwlmta� butt joints Oil 0 ne stud, cavity. long for �/8 lit. thick pariels,'iflace 1 il,24 'Ill. 0(, Fourth (oyer, In. fta(16(lot QyPslJql,XQ-; Pladulti,' IfIC �-Typ e, FSK, fSK-4, 05k- . G; opposite sides of panels, FSW,'� FSM4 or� PLANS RHIMM svAs staggered a nllyr 'f 12 in. gwl�rtnital edg 191l'o for 112 16• thick panials or3,hi.Aaqq',foe 5/8 1p.thick ' 'o`ls,'sfra�ed' 0 0 joints 46d horizontal e tits Ili adjacent layers (multHiltr qsiems) std 44i3 siiulll,co.,_�Rl' geied a min of 12 IZ I-, OC. Screws offset Min, 6 in. fr,im'lia�er,beloA, yp fit or �9 R. P, b6-dyTi5Vill_fqP, CITY OF -SAN thlckfiiis5 and,nilimber of tkyos for the I fir, 6. Furring (hiahriels—(Optloriat,-' not slidwh,, (or, single br doub(oi layer e C, PG -4, PG�5, NFOk 4J ie. IItiattpei hr, 3 'hr and 4 fir syst6rjs)-�-ResiIhlnt Jurring chah'nits fabricated fro,'i min �25,' i,15,G PC -5W5" M9 or P6.C. 4 ratings are as futio?w O'qd Rqpquc collosion;Protecied i(dej, 'sWed v*ertig( a ina�,Qf'44_1n.' OC., Flaii90' Wi,11 1/? , Wallb Frote6l�n on E;ch Side of Wait portion' attached io,each 1 `1�0e'542 fontp Forest PrU(Iticts"Go,rp,� Type T'G,C., 9, . yps-4111 *41 xt� Of t-IJUS Min Thickness panhead steel 'Screw$. -G 'COrp.-�406 515CWS(i-C-or SGC t .iMill Stud Agi 111fArwis Comp6Und,—Vf6y1 '6r , 6,sqli�,, dr/ or prep!Xe,d,J�lqt. 4liltid'SiatoS gy ot,WS AAA" Of' Jiliulatillin I. J0111t We and d" I -SO, 5,16K coliipq'Y�110PpIfed'iirl two-coats't al"A's" d head;s*iJ,f,ou(;br,1J5yqis- G"M RJO'FIT, W, i -JI? P q';' n -idde, eriibe! a 0 oye, a milqui-i . 'a v� v, 5/a in. thick aper, t am 2 ]it-. fi(it,, I f cd d it~it'lk� il;� Htr'e, VT. I 40A 1/2 irli In. Joints opoitter, 0allets. 0' R X, 0-10,04, ltiw,� CAhl�nqn tfr "' I , , I . o it WR( 'y1j A np�- or, Wsk; 1 5/8 , I lijits, 314 41. thick p noil -8. Siding el, •All "y1f 4 p) q;' tj 4 —1 - , lull bW, fW , '�k4d, • e it glli�i,�' t I I d 1?5/B i 21 5/3 �o. thkk steel beIi;k,y',qri9'er' or,, stq�cqo,, m64(ho t 4 qV, 4 ill, If k- 2 la�em 1/2 �L thiik 'Piltibrial As, 4qK"W rlp)e ...... tud lris a, e , over gy x��`Paffo 3-1/2" J taw, 314 in. thick _; J Ill. '- , _ StuM W!t ,�cqvpqa tf03-,attq,c ),eg, tq dac f 1 3 alitts. 1/2 W thick 0 PP t I 9"n 7. y , R,, Z tirim J/4 in. thickt.an• cit A 9; Caulkinq•a Wit I, ' ' j 0A yetiL 5/3 In, thick i'�l 0C 1. 1 AEW t fair. P�ftv,orouqd, the" SOU 11 (a yi, 1, 169,�01 k,lJ ry'r i'sir_Iri'ae�9rqa e -Wit I .4 ?ayak 5/3 11 thick Qotlooal e'd• -A5i �'Jqr"Sou 1 5/4 A li;-tis, Ijtl in. thick QotiLo e tin flq,u M flat sslocation, �,o fl�ito lip tj,�ij 6, 6 11IG" ra"in.. F.M01 kA � -; , ',uy� % " :" , -1 V 2 -1• 3/4 In. (likk A SE CriiP AQtf)�'. a li4� o.m, 8A" '44 P �QK I T1 OW -7 21"J a At r.91140 4% 0 el rhe T L, i�` ­­"'� :7111'.�'V,1111111 � -11 .. I r 4 z i� �, ,� - V P11; ..... ...... V �--- -----------.---------._.._..._ _...--------- -..--_.- _-..._ __----•--.__.---._-_-._.._ 77 - 8" "_7.4 S. 10'-0" 32" 10'-0" e 32" 10'-0" 327ia'-0" 32" 10'-fi 32" 10'- I SILL SILL SILL SILL SILL SIl ( { 11 I - 33'--4" 46 d _'d 10 -IT 32'1 -'� 32" 10- 0 � — SiLL I M.0 v J -I- � 'i � sur I `J 2 1 1 TYP. TYP, -I I 14 ., I I III I � .l_ I THICKENED SLAB bkI tAwS S I I,1 7 ! TYP. TYP, I I 4 G3 V 2 A TYP. (5 ����M ! ! 41-G` �,16 8tr 1 -- moll (Iry 4' -4" - I 10'-0,. --- - �2� - - 101-0" �2' ill 10,.-0" -- 32" 10'- 0" .32" _�_0'� � 2 - 1 ' -p" I 15 -OW6ND -4» WFND;S''--fJ" I 10,-d 10'-_0" I - ,,ILL SILL SILL SILL a1LL _ I!_I - __ r. - __ - r _ T - - ._ - _. _ - _ � t SILL - - ----- SILL— T SILL I ----------------------------J SEE SK FOR LUBE I - 3/4,r RECESS 6 1 1 ° • •r 4• i 20]z DETAIL. �1 3/41'= 1 —0lt D E „T. A I L� FOUNDATION PLAN 1/8"— 1'__0„ SLOPE � w to g„ DETAIL _* --4 a CONC. 1 TG. (MIN. r -3000 PSI) W/ 2-#5'S 2.0" _DETAIL 3/4t, NOTES (SOIL POISONING UNDER ALL SLABS.) G6" SPLIT -FACE CMU ON tlr DEEP BY 20" vACX (WCL SLAB) TURN GOWN CONC. FTG. /� MIN. 3000 PSi w/ 3-#5"S CONT 12 ] 1 -#6 DOWELS IN PIT FNDN. R€WW. SLAB OR C011C. TURN DOWN SLAB - SEE POW. V - -- 4 4" CONC. SLAB w/ 6x6xlNIC 0I111i ON 6 10. POL_ V,B. ON 95% NOCtPED PROCTOR COMPACTED FILL_ 4.5711 #5 DOWELS (MAX. SPA_ A 4'-T O.0 ? 400kW W CONC. FTG. �V, KAN, `✓ PROJ. TO LAP BARS. REiNF. CONC. SLAB- SEE SHT. A-2 ;DR PFT PLAN & DETAILS. as"Y< #5 DOWELS (IV, PROJ.) TO LAP VERT. BARS SEE PLAN FOR 6" CMI: WALL. 4" CONC. SLAB w/ 6x6x 10/10 WWM ON 001P. FLL WARP SLAB TO MATCH SLOPE: OF ADJ. COLIC. RAMP FOR BREAK UNE OOCATED. (ALT.-- FIBER MESH IN LIEU OF WWM). c9) GROUT -FILLED 12" CONIC. SPLIT -FACE POOL BIL!(. w/ 4-#5 DOWELS iN PrT FNDN. WALL- 10, ALL_1 1 6" CONC. APRON w/ 6x6x 10x 10 WWW ON COUP. FILL. 12 112" EXP. JT. 13 ----- 14 SLOPE FLOOR TO DRAINS. 15 6" CONC. BLK. w/ GALV, MTL. NOR REW 0 W O.C. VERT. 16 12"x8" TURNED DN. EDGE w/ 2-#4'S CONT 17 12" x8" TURNED DN. EDGE w/ 1--#5 CONS. 108 22 ----- 24 SEE SECT. B/A2 FOR PR FNDN, WALL. 25 12" come'. W -KIT -FAGS GLK. ...... -cam;.-... n?""_.'.'�.., J.-.. -_.... :-._.. :�-......._,d-,.,•a, .�3 1'i9ESE DRAWINGS SHAIJ, OF RLV;EWf:'I: f3Y THE: CdI::NT AN::: rHFIR USE: SHAT:(.- CONFIRM 11W. 11'IFSE 0f3C1JMFN'I''. - - INC A)INC AiA A, .01 OffiA : OL TIONS RE'PPESFJ415 THE t:NT1QE AND It11tGRA11t)A4 J1T fXTWF'E:N Tr1,6' - 33'--4" 46 d _'d 10 -IT 32'1 -'� 32" 10- 0 � — SiLL I M.0 v J -I- � 'i � sur I `J 2 1 1 TYP. TYP, -I I 14 ., I I III I � .l_ I THICKENED SLAB bkI tAwS S I I,1 7 ! TYP. TYP, I I 4 G3 V 2 A TYP. (5 ����M ! ! 41-G` �,16 8tr 1 -- moll (Iry 4' -4" - I 10'-0,. --- - �2� - - 101-0" �2' ill 10,.-0" -- 32" 10'- 0" .32" _�_0'� � 2 - 1 ' -p" I 15 -OW6ND -4» WFND;S''--fJ" I 10,-d 10'-_0" I - ,,ILL SILL SILL SILL a1LL _ I!_I - __ r. - __ - r _ T - - ._ - _. _ - _ � t SILL - - ----- SILL— T SILL I ----------------------------J SEE SK FOR LUBE I - 3/4,r RECESS 6 1 1 ° • •r 4• i 20]z DETAIL. �1 3/41'= 1 —0lt D E „T. A I L� FOUNDATION PLAN 1/8"— 1'__0„ SLOPE � w to g„ DETAIL _* --4 a CONC. 1 TG. (MIN. r -3000 PSI) W/ 2-#5'S 2.0" _DETAIL 3/4t, NOTES (SOIL POISONING UNDER ALL SLABS.) G6" SPLIT -FACE CMU ON tlr DEEP BY 20" vACX (WCL SLAB) TURN GOWN CONC. FTG. /� MIN. 3000 PSi w/ 3-#5"S CONT 12 ] 1 -#6 DOWELS IN PIT FNDN. R€WW. SLAB OR C011C. TURN DOWN SLAB - SEE POW. V - -- 4 4" CONC. SLAB w/ 6x6xlNIC 0I111i ON 6 10. POL_ V,B. ON 95% NOCtPED PROCTOR COMPACTED FILL_ 4.5711 #5 DOWELS (MAX. SPA_ A 4'-T O.0 ? 400kW W CONC. FTG. �V, KAN, `✓ PROJ. TO LAP BARS. REiNF. CONC. SLAB- SEE SHT. A-2 ;DR PFT PLAN & DETAILS. as"Y< #5 DOWELS (IV, PROJ.) TO LAP VERT. BARS SEE PLAN FOR 6" CMI: WALL. 4" CONC. SLAB w/ 6x6x 10/10 WWM ON 001P. FLL WARP SLAB TO MATCH SLOPE: OF ADJ. COLIC. RAMP FOR BREAK UNE OOCATED. (ALT.-- FIBER MESH IN LIEU OF WWM). c9) GROUT -FILLED 12" CONIC. SPLIT -FACE POOL BIL!(. w/ 4-#5 DOWELS iN PrT FNDN. WALL- 10, ALL_1 1 6" CONC. APRON w/ 6x6x 10x 10 WWW ON COUP. FILL. 12 112" EXP. JT. 13 ----- 14 SLOPE FLOOR TO DRAINS. 15 6" CONC. BLK. w/ GALV, MTL. NOR REW 0 W O.C. VERT. 16 12"x8" TURNED DN. EDGE w/ 2-#4'S CONT 17 12" x8" TURNED DN. EDGE w/ 1--#5 CONS. 108 22 ----- 24 SEE SECT. B/A2 FOR PR FNDN, WALL. 25 12" come'. W -KIT -FAGS GLK. 10, ALL WORK SHALL CONFORM TO & COMPLY w/ ALL APPLICABLE,' FEDERAL. STATE, & LOCAL CODES, LAWS, ORDINANCES, RULES, & REGULATIONS. 11. WHERE A DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL LIKE & SIMILAR CONDITIONS EVEN THOUGH NOT SPECIFICALLY MARKED OR NOTED ON DWGS, 12. DESIGN LIVE LOADS: A. FLOOR (LIVE LOADS PLUS PARTITION) --------80 P.S.F. (100 P.S.F. INN BAY AREA) 2000 ib. WHEEL_ LOAD) (STAIRS- 100 P.S.F„ 12.5 P,S,F. 0 LANDING) B. ROOF- & CANOPIES --------------------20 P.S.I. C. WIND LOAD (BASIC) ----__._______.__._.25 P.S.i. IN ACCORDtNANCE w/ REQUIREMENTS OF STANDARD BLDG. CODE & THE PROVISIONS SPECIFIED UNDER CHAPT. 16. SECT. 1606 WIND LOADS, ALL STRUCTURAL MEMBERS, CLADDING, FASTENERS, & SYSTEMS PROVIDING FOR THE STRUCTURAL INTEGRITY OF THE BL.DG, SHALL.. WITHSTAND THE MIN, PRESSURES SET FORTH FOR BASIC WIND VELOCITY OF" 100 M.P.H. PLANS & DOCUMENTS IN COMPLIANCE w/ SBC, 1997, NFPA 101, 1994, & ANSi SPEC. 17.1, SEC. 3 & 4, 1986, FED ADA STANDARDS, 1991 (28 CFR PART 36). 13. CONTRACTOR SHALL MAINTAIN CONCRETE TEST REPORTS 0 THE JOB SITE FOR INSPECTION, 14. CONTRACTOR/OWNER SHALL. BE. RESPONSIBLE FOR OBTAINING SOiLS REPORTS OF SUBSURFACE CONDITIONS AND ENGINEERING RECOMMENDATIONS St VERIFICATION OF SUBGRADE STRUCTURAL DESIGNS, I C.i PLANS REVIEEIVED CITY Of SANFORD COPYRIGHT THOR HM*NtH,4 ARC, OTC.T h*rrl f1ltpNi111 f!N r.+on'nt,on rWawc�p ht Uov t dna aHt»r' Tdaas". a ��i�br ttr++twrw. Woo*, 49*10n*. and pians nr* not to he, rAproduc a. aNxKW. mYNp' ky fM R-* - - thgry to • F,rt *"n*d to tMrtl por'ry ofthoNt. IT' um * f3 ryMcm fF!tbn pf rtr+m Mt3ft {•tFi W116mm t¢ C1Vll" tM,1T tTJ]gF�% c S Vlg6Y AND �i. PUR ALT. W jC. AND 1;01ip-- ioiµO^PTA b►i,'y�P Joe Awa Ti'lis ANY VNILAriON FR Mn 01„ 3 REVISION5 T1'.u1N1' .QQN !fQN`,i 1. 1'i9ESE DRAWINGS SHAIJ, OF RLV;EWf:'I: f3Y THE: CdI::NT AN::: rHFIR USE: SHAT:(.- CONFIRM 11W. 11'IFSE 0f3C1JMFN'I''. - - INC A)INC AiA A, .01 OffiA : OL TIONS RE'PPESFJ415 THE t:NT1QE AND It11tGRA11t)A4 J1T fXTWF'E:N Tr1,6' 2. NFIM4i11I tf AFTf:HI, E ^i G,NCA I 1' (KCdR 3F i) TC AS ')HL `OWNER IN AA ( �P11 GONOITt0Nd 01F `ills. k;01q RRAC,T). �� ': E CIAENt AND .111 CONTRA( Is1tz Ai.F_ ONE r NU '(E: CASES 4kR " APPOCAuu: rG THL REFER Nj pr M THE. 'C,W T ... AND THE '(.'0N RAC:TOR" IN AIA ixtiGUWNT A, �k ° 3. CONDITIONS OF T?lE DOCUMENT, NO C&TRACT'AEitJ14 TION BY 'THE' AhCHi1bC- IS TO % 14iOVIf)ti.0 wlf'Yi THF5E 6ft _NJ' UNU..SS SI -`FC( ICALLY PR[lMDEO F SEPARATE; WRfC7flN CONTRA(.JUAt AGkr4tMEr'N7 ALT'HOUGF'i I+Ik E,SE U1 rOESF' DOCUMENT", MAY, BE FOR, rHE SE'NEF'IT OF CyrHER PARIIE:S BY SEPARATE: CCNTACI':S W(14 Hir APG;+WEE(:T'S CLf0f OFi taFT'WtEN PARTIES NOT KNOWN DIR C" L'Y W THF = AR tiili.C1, SUCH AGREEMENTS . PALL NOT BE GCJNS'fRI. EU 1'0 CREATE A CONTRAC.TUA� W-LAT0NIS 11P OF, ANY :SIND 8ET.wf':FN "THC ARCHITECT AND .SUCH Tt'.tFREI VA911FS (00WRAUCIRS, OWNERS, TENANTS, ETC.). 'HESE. DOCUMrNTS iIAVEE B3 .N PRODUCE.0 AND 1NTE:Ni)FD "10 9F UI'" SUFFiCiE'NT DEW_ I'OR arRm T71NG ONLY. 'fHE GLNCR41. G£'.NFtZFC RFYRE'V,NIA(GNS- ARr iNIFNDID TO ALLOW "'NF CUEN1 T"rIF F'LEXiOUTY FO SEL.E:C:T 1:0Uit?MFN1. FINISIiE9, rURNISHINGS, f:TC, TO CCNI'ROI COSTS AND Ai.I.,OW C'OMPFPTiV. ;YSTFM'S AND PRICING, AIV lx"K OF 1,PF'ClrlC'ir' AND CCINSTRUI'MON DETAILS SFZALL_ NOf ill C4INIKTRt1F:.11 At AN 4, INCOMPI.F E O{3OGATION ON 444 PARf OF NF. AF�CHI'TrCF (.J.ii -- - --- RE:[ AVINC THE 0WNER/CONIRA,0T0R.,')R 01HER L,5[R t�`FC?M 1 R• ('' d`) i C 1 TIS P1•. PE f OF�MAIN, OR .0 MPt iIN� tF [ WORK h JAL t i}Frt#'LIA ---` — - WiTH THE COWRNiNG CODE`., AND F1kAC11C'f °i, AbD !(;NAI DOCUMENTS MAY 3E 'FURNISIiLD NY `tEPA0TIF_ WQIIt(.N 6. C.ONIRArTUAI. AGREEMENT Ti,IE;' AGREr,?AC'N �FiAi.{, BE; Ilk -MI)" h() iH! WORK DIRECTLY 7. UNDER ?HE A'P CHITEV'S CONTROL (`if'G`_LIFJCAI L;Y THL _ 8. PRODUC i0N ANO THE ,EXTENT OF Tyr SCOPE OF iNE PROOUC,T(pN Ot IHES,E 00 UJMENrS 0(4J,.Y) t11E AtI;HOEC' 9. O� iT TWO r11H'F4%'RS E. K OOP C7fi) t Y� ifSELF(Tt CllVENM Olt lfl E USE OF TI ILr3r" D(X UMA ,,"t4:TdL BY 01'HI lAt rHF ucic t 01" rHf._8 rDOCUMENTS St1AC L EWAR 1HE `Zi SPON5101 TY Of Or11AININO AI)D'TICNAL. AND MORL SPf CIF`C 000 "; 1'dD, L_ 1 1D (ff� I:Nr NFfR1N WHX J1 MiA'f ITE Jt ftI i1 . 10, ALL WORK SHALL CONFORM TO & COMPLY w/ ALL APPLICABLE,' FEDERAL. STATE, & LOCAL CODES, LAWS, ORDINANCES, RULES, & REGULATIONS. 11. WHERE A DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL LIKE & SIMILAR CONDITIONS EVEN THOUGH NOT SPECIFICALLY MARKED OR NOTED ON DWGS, 12. DESIGN LIVE LOADS: A. FLOOR (LIVE LOADS PLUS PARTITION) --------80 P.S.F. (100 P.S.F. INN BAY AREA) 2000 ib. WHEEL_ LOAD) (STAIRS- 100 P.S.F„ 12.5 P,S,F. 0 LANDING) B. ROOF- & CANOPIES --------------------20 P.S.I. C. WIND LOAD (BASIC) ----__._______.__._.25 P.S.i. IN ACCORDtNANCE w/ REQUIREMENTS OF STANDARD BLDG. CODE & THE PROVISIONS SPECIFIED UNDER CHAPT. 16. SECT. 1606 WIND LOADS, ALL STRUCTURAL MEMBERS, CLADDING, FASTENERS, & SYSTEMS PROVIDING FOR THE STRUCTURAL INTEGRITY OF THE BL.DG, SHALL.. WITHSTAND THE MIN, PRESSURES SET FORTH FOR BASIC WIND VELOCITY OF" 100 M.P.H. PLANS & DOCUMENTS IN COMPLIANCE w/ SBC, 1997, NFPA 101, 1994, & ANSi SPEC. 17.1, SEC. 3 & 4, 1986, FED ADA STANDARDS, 1991 (28 CFR PART 36). 13. CONTRACTOR SHALL MAINTAIN CONCRETE TEST REPORTS 0 THE JOB SITE FOR INSPECTION, 14. CONTRACTOR/OWNER SHALL. BE. RESPONSIBLE FOR OBTAINING SOiLS REPORTS OF SUBSURFACE CONDITIONS AND ENGINEERING RECOMMENDATIONS St VERIFICATION OF SUBGRADE STRUCTURAL DESIGNS, I C.i PLANS REVIEEIVED CITY Of SANFORD COPYRIGHT THOR HM*NtH,4 ARC, OTC.T h*rrl f1ltpNi111 f!N r.+on'nt,on rWawc�p ht Uov t dna aHt»r' Tdaas". a ��i�br ttr++twrw. Woo*, 49*10n*. and pians nr* not to he, rAproduc a. aNxKW. mYNp' ky fM R-* - - thgry to • F,rt *"n*d to tMrtl por'ry ofthoNt. IT' um * f3 ryMcm fF!tbn pf rtr+m Mt3ft {•tFi W116mm t¢ C1Vll" tM,1T tTJ]gF�% c S Vlg6Y AND �i. PUR ALT. W jC. AND 1;01ip-- ioiµO^PTA b►i,'y�P Joe Awa Ti'lis ANY VNILAriON FR Mn 01„ 3 REVISION5 GENERAL_i�1QTEa__2k_. S1-RUQTQRAL REQUIREMENTS 1. SOIL BEARING (DESIGN MAX.) - 2000 P.S.F. VERIFY w/ SOIL REPORT, IF ANY SUSPECT OR OTHER CONDITIONS - - ARE ENCOUNTERED, NOTIFY ENGINEER. SOIL BEARING CAPACITY WiLL BE VERIFIED 0 TIME OF EXCAVATION, 2. CONCRETE DESIGN PER A.C.I, 318 (LATEST EDITION) & CONSTRUCTION PER A.C.I. 301 (LATEST EDITION), CONCRETE FIGS. & SLABS ON GRADE PC = 3000 P.S.I.: ALL OTHER CONCRETE F'C = AS NOTED. ° 3. REINFORCEMENT SHALL BE: GRADE 40 & A--305; WELDED WIRE MESH A.S.T.M. A--135 A. UNLESS OTHERWISE SHOWN ON DRAWINGS, MIN. COVER FOR REINFORCING SHALL BE AS FOLLOWS: FOOTING TEE BEAMS & BEAMS (OVER MAIN REINFORCING) --- ---_ --2r SLAB ON GRADE ----------CENTERED B. ALL REINFORCING SHALL BE FIELD SECURELY IN POSITION w/ ACCESSORIES DURING PLACING OF CONCRETE, VERTICAL REINF, IN MASONRY CORE'S SHALL BE INSTALLED iN 4'--0" MAX. LIFTS & 48 DIAMETER BAR. C. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS FOLLOWS: WELDED WIRE FABRIC - --- - -6" TE'MPE:RATURE. RLINF. ALL OTHER - - ---30 BAR DiA. 4, BOND BEAMS SHALL FUNCTION AS LINTELS & SHALL BE CONTINUOUS ABOVE ALL MASONRY WALLS.PIERS, PILASTERS, ETC. REINFORCED AS INDICATED. 5. HiGH TENSILE BOLTS OR ANCHORS SMALL BE PER A,S.T.M, A-35. 6. ALL CONC. MASONRY SHALL BE HOLLOW LOAD BRG. UNITS A.S.T.M.- 90 w/ A. MIN, DENSITY OF 120 LBS. PER CU. FT. 7. ALL MORTAR A.S.T.M,- 0-120 TYPE M OR S. 8. ALL HORIZ. JOINT REINF,- STEEEL)MRE-- A,S.T.M. - A-82 w/ MIN. 9 GA. DEFORMED RODS & CROSS WiRE MILL, GALV. 9. ALL. GROUT OR FILL CELL CONC.- F'C= 3000 P.S.I. 10, ALL WORK SHALL CONFORM TO & COMPLY w/ ALL APPLICABLE,' FEDERAL. STATE, & LOCAL CODES, LAWS, ORDINANCES, RULES, & REGULATIONS. 11. WHERE A DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL LIKE & SIMILAR CONDITIONS EVEN THOUGH NOT SPECIFICALLY MARKED OR NOTED ON DWGS, 12. DESIGN LIVE LOADS: A. FLOOR (LIVE LOADS PLUS PARTITION) --------80 P.S.F. (100 P.S.F. INN BAY AREA) 2000 ib. WHEEL_ LOAD) (STAIRS- 100 P.S.F„ 12.5 P,S,F. 0 LANDING) B. ROOF- & CANOPIES --------------------20 P.S.I. C. WIND LOAD (BASIC) ----__._______.__._.25 P.S.i. IN ACCORDtNANCE w/ REQUIREMENTS OF STANDARD BLDG. CODE & THE PROVISIONS SPECIFIED UNDER CHAPT. 16. SECT. 1606 WIND LOADS, ALL STRUCTURAL MEMBERS, CLADDING, FASTENERS, & SYSTEMS PROVIDING FOR THE STRUCTURAL INTEGRITY OF THE BL.DG, SHALL.. WITHSTAND THE MIN, PRESSURES SET FORTH FOR BASIC WIND VELOCITY OF" 100 M.P.H. PLANS & DOCUMENTS IN COMPLIANCE w/ SBC, 1997, NFPA 101, 1994, & ANSi SPEC. 17.1, SEC. 3 & 4, 1986, FED ADA STANDARDS, 1991 (28 CFR PART 36). 13. CONTRACTOR SHALL MAINTAIN CONCRETE TEST REPORTS 0 THE JOB SITE FOR INSPECTION, 14. CONTRACTOR/OWNER SHALL. BE. RESPONSIBLE FOR OBTAINING SOiLS REPORTS OF SUBSURFACE CONDITIONS AND ENGINEERING RECOMMENDATIONS St VERIFICATION OF SUBGRADE STRUCTURAL DESIGNS, I C.i PLANS REVIEEIVED CITY Of SANFORD COPYRIGHT THOR HM*NtH,4 ARC, OTC.T h*rrl f1ltpNi111 f!N r.+on'nt,on rWawc�p ht Uov t dna aHt»r' Tdaas". a ��i�br ttr++twrw. Woo*, 49*10n*. and pians nr* not to he, rAproduc a. aNxKW. mYNp' ky fM R-* - - thgry to • F,rt *"n*d to tMrtl por'ry ofthoNt. IT' um * f3 ryMcm fF!tbn pf rtr+m Mt3ft {•tFi W116mm t¢ C1Vll" tM,1T tTJ]gF�% c S Vlg6Y AND �i. PUR ALT. W jC. AND 1;01ip-- ioiµO^PTA b►i,'y�P Joe Awa Ti'lis ANY VNILAriON FR Mn 01„ 3 REVISION5 sY JF J. F. CHECKED T.H, 1 / 1 3/OCA ;CALF _ AS NOTED .JOE: NO. SHEET NO. SE1,1EN SHEE.Ts