Loading...
HomeMy WebLinkAbout2702 French Ave 99-2778 (a) New Construction�'lUZ SUBDIVISION: 49 ZONE DATE � � p CONTRACTOR � GJ( l � � a (/YY1P.t.�-L-- PERMIT M qc� � � " LOT NO. aooRess roe A.&..4, ) AAt fG�. 6t � SECTION: PHONE It � �J� COST S� oc� vQ� SQUARE FEET: LOCATION FEE $ MODEL: STATE NO. CO(DDiDJ� OCCUPANCY CLASS: .(�- 1�. ADDRESS PHONE li � � � � � - -- INSPECTIONS PLUMBING CONTRACTOR � c3'!57c7 FEE S .3s TYPE DATE OK REJECT BY ADDRESS PHONE # ELECTRICAL CONTRACTOR FEE $ ADDRESS PHONE # MECHANICAL CONTRACTOR _�. �� ���-"-s✓" FEE $s�- ADDRESS PHONE ±I MISCELLANEOUS CONTRACTOR FEES ENERGY SECT. EPI: ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS (_) f FINISHED FLOOR ELEVATION REQUIREMENTS (_) CERTIFICATE OF OCCUPANCY ARCHI7E�DATE. APPROVAL DATISSUED N DATE: Ia FINAL DATE �-� I%/ ?� � 1 Roo +mss Q} erE5, 0.5 •1h ♦b ♦q T yob recovered mch and disc # 1221 O m• `gyp 6 Q : -N X9'44 12" E p� 250.00 i 1 Z c.� s I— z a`O a p a ry EDoE or PAVEMENT ♦r z_ 5 W V) MANHOLE SITE T.B.M. C) b TELE ! C) Q,. 1 1 ! I - RIM 45,95 ` ° g2 AI)RECOVERED :• 4. BOX JUNCTIONNORTH BOX 111 a •a^ BEARINGS SHOWN HEREON ARE BASED ON THE EWEST .LINE OF FRENCE AVENUE BEING ' X-CUTpb' I 2, �6 ! R R SPIKE IN PARKING INC LOT AT P OPEY ES FAM aUSHI K C CEN AT AP EXF 0 C N RT 0 E E E CUR B _ +�% ELEVATION VA TI44.456 G Y N D29 ! 3. v NO UN R DE GR QUNDM I PRov M E ENTS HAVE VE BEEN LOCATED EXCEPT AS SHOW N. I— • •ab P) 5'CONCRETE WALK - RIGHT Y OF WA l RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF SITE BENCH A ENCH M RK y{ THE LAND. NORTH RIM 46.17 r N I AR Y SANITARY MANHOLE AN OL E 4 / b pyo' .EASEMENTS RIGHT OF WAY RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF P P W - a ... ti• . 5. .. N NOT SHOWN H R /� T E EaNER P CLIENTS R EQUES . ph Y 0 / Ph bb' • • . ^ • ;.. ''P'•^o- a PAY 0 p PLAT 592.5' I Z00 .' •. �. . ,•,�o •, .. _. riONlj GRAPHIC SCALE 0.99,—, a Z Q• N X M U a �. I 30 0 15 30 60 120 W a I O rm U3 Q 00 rn 1- Q W (rl Q m L'- 50.6' ( IN FEET) to .. � O C I r 1 inch = 30f t. / _ , c , _ FF.47.85 J o LOT 4N _ Q ;r-• m O Z > o Z r� p♦' ^° z " w J 3: Cy - S'' FF- 48-57 co J Q / / + pp. ti ~ ° o _ W v SINGLE S CPy � ` . cr_ cn / • -4' .. ; . � • • .:. • , .: • '• ' 72.1 ¢ CONCRETE 9LO0r ,.• C BU1ti7N... ..•:. I •• .. , , mo-. p, s o FF=47.6v g / / -WATEA ', SINGLE STORY � . -T , ! MER E O h •• ^• CONCRETE .BLOCK .. o Y .. .. BUILDING i- --- ------ - -- ----- ----------------- - - - - -- -------------- - - ------- �° - ---- ---- / PLAT 850.8 F'- !72.1'•.-- :`i+RATE• INLET .'' ^� tbh 70P ,45.54^ °' :..' • ' :.::,=:•Y�:-.. } /INV. 43,89 •'••` i . / Ld I'- h .. , 40.0' Bi r+ GRACE. 27.4' // (... INLET , ,C3++'�J P� LOT 3 Y: -,:� ,...,,.:_.. • : � •_..,... _. -.-...,_. -> - - .._ 75.0' / SINGLE STORY lei CONCRETE BLOCK -• • :' ' ' ,' "' BUILDING ✓ h� tih WVU, , +b + TER / ry METER . • '. a 6 7 .6' / - --- r _ .. _ --------------------- - -- - - ----•-------------- - --------------------- , .� oo meters p'. • / 713.1 a a a..�°'. p' �° a �• FF=48.07 / OF LOTS 1-4 2 SINGLE St CnrREMAINDER ...v E'_C GRATE INLET ^ CONCRETE PLAT DRUID -PARK .o7 � •. p�ry TOP ad•30 INV. a2.75 pLOT BUILD:,JAMENDED PLAT BOOK. 7 PAGES 5 AND 0 I ' ^ / / . h"' / ^ Qj + 01 1) r-1 46 coo u� 1;; 3; W « II �Q :. CQ z (� i Pta ' V hs �i v p' 44 ♦ 80 p' a . 28,0 / •'•�• pp GRATE 'IN ET• TOP. 44.27 - / INV. 42:5.7 - - . • 4 _ , /------------_„'__ter..._. -- -- .+ p ... -. PLAT 775. 5 201.4' . - ; . • , F -r-45,25 LOT ' SINGLE STORY / - * CONCRETE T BLOCK K ory b BUILDING ^i b 201.3' _ .. / h• P b a r • • t _ . . .... . 10110 . . .. 1 / P' a b: a r Cr _ 1 , t 5 a m ry g p • r ry I ti > 2.,0.00 , a REC AVER 0 1 IRON E 2 C�1- 4 �9442> E KAT 837.9• R QO NONUMBER N MBER FENCE IS 0,2 NORTH _ AND 0.2'EAS T `ff''��' D . E , , ry, b h p a LB LAND SURVEYING BUSINESS - - - LS - OR .LAND SURVEYOR R DENOTES RADIUS P RM T PERMANENT REFERENCE MONUMENT D DENOTES DELTA ANGLE PCP PERMANENT CONTROL POINT L , T R LENGTH CLENG DENOTES ES A PI F INTERSECTION POINT 0 I NT E PT F T N POINT 0 A GENCY CB CHORD BEARING PC POINT OFCURVATURE A , _ - RIGH T OF WAY LINE E CLF CHAIN LINK FENCE • P PER PLAT WF FENCE M MEASURED TYP TYPICAL REC RECOVERED E A/C IONER AIR CONDITIONER .. . CONCRETE CB W RP .BLOCK WALL CONCRETE T RADIUS POINT i :. OHU OVERHEAD UTILITY UNE i � 1 Roo +mss Q} erE5, 0.5 •1h ♦b ♦q T yob recovered mch and disc # 1221 O m• `gyp 6 Q : i - J i 1 Z c.� s I— z _ 0 ry W z_ 5 W V) 1 1 C) ! C) Q,. 1 1 ! I - 1 I b. .P NOTES: 0 Q ! BEARINGS SHOWN HEREON ARE BASED ON THE EWEST .LINE OF FRENCE AVENUE BEING ' N 00"00'00" E AN ASSUMED DATUM. I 2, ELEVATIONS ARE B A SED ON SEMIN oLE COUNTY BENCH ENC MARK 2606501, ! R R SPIKE IN PARKING INC LOT AT P OPEY ES FAM aUSHI K C CEN AT AP EXF 0 C N RT 0 E E E CUR B ELEVATION VA TI44.456 G Y N D29 ! 3. v NO UN R DE GR QUNDM I PRov M E ENTS HAVE VE BEEN LOCATED EXCEPT AS SHOW N. I— 4 THESURVEYORV R HAS NOT ABSTRACTEDRACT ED THE LAND N HEREON FOR EASEMENTS M T E EN S RIGHT Y OF WA l RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF SITE BENCH A ENCH M RK .-. THE LAND. NORTH RIM 46.17 r N I AR Y SANITARY MANHOLE AN OL E 4 T H 5 E UR Y VE 4R HAS T S NO ABSTRACTED THE LAND SHOWN W HEREON E E 0 N FOR I m .EASEMENTS RIGHT OF WAY RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF P P W THE LAND. 5. THERE E MAY BE OTHER IMPROVEMENTS PROV EMENTS A L0 C T D ON SUBJECT E U T BJ PROPERTY THAT. ARE N NOT SHOWN H R /� T E EaNER P CLIENTS R EQUES . W 6 Q J Z c.� s I— z _ 0 ry W z_ 5 W V) E. C) CD C) Q,. 0 CL LL. 0 0 Q a ' I__ V a a- 0 V)Q LL. 0 o:.a. I— C) O .-. O N 0 Z 0 m I N � O F) P P W 6 Q Z c.� s - z a o J E. Q,. X Q gd o:.a. Z N N .-. z I N � O F) N 0 Z) I Z00 a Z Q• N X M U a �. I W a I O Q 00 rn 1- Q W (rl Q m L'- J to .. � O C'? r w M J _ Q ;r-• m O Z > o Z r� z p w J 3: Cy - S'' rn �- co J Q ¢ CL ¢ o _ W v r.y n- cr_ cn —� LL cn a a 0 ¢ --LL SYMBOLS M' REt7UCER - TRANStWW 'LAY -IN SUPPLY REGISTER 'f tNTERSECTION y� If �t �� UFo FIRE DAMPEFF-YERThiOR1 _ LAY -!N RETURN GRILLE i DOOR �Apl i f =� At`rrEd39 LAY4N SUPPLY REGISTER MODEL FaAleR la x.>•az� VOLUMNE,,0AMPMMANUAL t 1 !WIFACTORYFIRE DAMPER \ fD I BAROMETRIC DAMPER 10TALatRN-CLG •0 LAY -IN RETURN GRILLE Mt7TOR DAMPER ALum"Jm _ LLAJATEWW'Vtt0 ; at WIFEILD INSTALLED FIRE DAMPER D E SPUTTER DAMPER YWFiLTER- UNG SUPPLY REGISTERS ' . r .TURNING VANES I I F }CEILING RETURN GRILLS �'tf TNERMpSAYAT f� i $10MALL SLIPPLY GRILLE + ._ FIRESTAT 1 i WDEWAL L RETURN GRiLLEh/t-LO y <f SMOKE DECTECTOR' ---'----- " *C A _ B SUF-Q AL C"f A.. 0k..Cr NC VY a. BE BE CONSTRUCTED O OF EVERY TM TAL OR FLEXIBLE AL. F'►f W A.rR a OVAd CCONT _L T CONSTRUCTED OF SAND BALANCE /`UR~.M CLIC- M/AL CONTp ACTCtR YYIL PERFORM A TEST AND iSAUNCE OF All AIR - f III WM1FAt`TtltEt ��/t.ws'ao'+tr^rt� ` sfC"Jf7t ` aCtety { WiT+COOLEY,— -- 1I MODEL FaAleR la x.>•az� ' r..tF: �,n:7 pm Mr — _ FRt 10TALatRN-CLG •0 - "IE ' Ms NUE Ii�JJI ALum"Jm LLAJATEWW'Vtt0 ; at YWFiLTER- " MR Wpm CPA s i yt r - --- - AG`� s A: QA"UO -K w lb THE161RORIW t CDOE SECTIOWND tMC . I I aM7BIRJY �®MPOOO tM 1N3VUTE0 �.lrA WE^JIW% Tt_*.KL1NE TOSECONSTRUCLEDOF FMERGLASSDUCT. - �t AKE-0FFS WILL BE CONSTRUCTED OF FLEXIBLE MYLAK 74 !ET-WETAL A .L tiRIM,CM TCTE 1YEARIOSTAT (AS'�s�R•!C -.- M• OR 2&. h1EE'.L,ETAL DUCT IF OOWRACTOR USES 26" SHEET METAL +fnn CLC' iC %C -T w t- AL BRANCH TAKE -OFFS Wtll BE CONNECTED WICOLLAR EOUtF•PT'ED -1:; _ LAW -FR t/W VANES A� SPtL,11TT7TEE4 py�vEY5, ETC YN,EN F ---'----- " *C A _ B SUF-Q AL C"f A.. 0k..Cr NC VY a. BE BE CONSTRUCTED O OF EVERY TM TAL OR FLEXIBLE AL. F'►f W A.rR a OVAd CCONT _L T CONSTRUCTED OF SAND BALANCE /`UR~.M CLIC- M/AL CONTp ACTCtR YYIL PERFORM A TEST AND iSAUNCE OF All AIR - 0d -Its. ,Di. SrTM S: TO .. S % OF LISTED CFM - AMI:RF:NIRMOpdnMtr[ /• - - . �ItPIIiACTt/ER tWDE•, ItAt6ER -L- !0a ' t�CsvIBOT:ED � 7O� _ 33t - " �11/ PMr14C --- _ HEAT S -W YE"'J Y . VOLIAKPWW aBN BRArCMOR no's � o • Lt tAIMM WACM awn see ITS . 'T I NO AIC +� I i• . / C PVC CHASE 7 � BY PLUMBING CONTR. ? ,-1 f 8x4 ' 1 j tib i i {{ -- l i r -DISTINGUISHED DESIGNS, HEREBY REShR� ES ITS COMMON LA11' CUPI Rl(,HTS -AND OTHER CUPI NIGHTS 1N THESE PLANS, IDhAS, AND DESIGNS. 'THESE IDEAS, DESIGNS, AND VI.ANN ARE NUT '1'U HE COPIED UH CHANGED 1N ANY 111ANNER OR FURAII 1)HATSOEVER, NUR ARE THEY TO BE ASSIGNED TO ANY - THIRD PARTY WITHOUT THE EXPRESS WRITTEN PERMISSION FROM "DISTINGUISHED DESIGNS." `I- 5 DIA. CONT TO TIE BEAM (P W/ MIN. 25" OVERLAP W/ 8" t.IOOK G E N E A L NOTES: 6. WELDED WIRE FABRIC SHALL CONFORM TO ASTM -185. WWF 13. ALL MASONRY WORK TO BE DONE IN STRICT ACCORDANCE z z v + 8`-0" O.C. (SEE FLOOR Sw4LL B_ = LAPPED AT LEAST 8" AND CONTAIN AT LEAST ONE WITH ACI 530/95 AND ACI 530.1-E5. a AND FOUNDATION PLANS FOR LOCATIONS) 1. ALI- CONCRETE SHALL HAVE A MINIMUM CC`''PRESSIVE FINISH PER ELEV. OF 3,000 PSI AT 28 DAYS A SLUMP OF 4" PLUS OR MINUS - ^' ' CCNC-1RZ-7-= ;CR'G 5-yAL L BE IN ACCORDANCE WITH "THE 14. DIMENSIONS SHOWN ON THE CONSTRUCTION DRAWINGS SHALL W ~" --DBL. 2X12. WD. BEAM /,--DBL. 2X12. WD. BEAM AND PAVE 2-4io AIR ENTRAINMENT AND A MAXIMUM WATER 'C ✓ ^� r" _'�' �, TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. a" C.M.U. ...ti 3 CCG_ RECWJIR_ ,ENT�S FOR REINFORCED CONCRETE H 4" CONC. SLAB CEMENT RATIO OF 0.58. -'a L,:, o„ EDITION, AND SPECIFICATIONS FOR STRUCTURAL o ~ O FINISH FLOOR FC-�c 81'LDINCsS, ACI 301." 15. THE CONTRACTOR IS TO VERIFY ALL EXfSTINCs CONDITIONS (2500 PS.I.) W/ 2. FOUNDATION DE51GN IS BASED ON AN ALLOWABLE 601L ��SS.:RE � > (Y 6x6 10/10 w.I.UM. IN THE FIELD PRIOR TO TIPE START OF CONSTRUCTION 113 8" F.H.A 1 -LEADER — — — — OR FIBERMESI.1 OF 2,500 PSE• S F: ' LCA'\C t':ti'^'UM COVER SHALL BE PROVIDED FOR e a" — — - - 3ACTIVITIES. THE CONTRACTOR IS TO PROTECT AND MAINTAIN W (L AND 6 MiL. VAPOR !4),I6" SIMPSON C62m BAR " FOR CONCRETE CAST AGAINST THE EARTH STUCCO FINIS+4 ON GALV. 3. ALL FOOTINGS SHALL BE PLACED ON WELL COMPACTED SC'_• THE PROJECT LIMITS OF CONSTRUCTION DURING CONSTRUCTION RIER STRAPS W/ 8-10d POST 'i.^i i" =C4 ^' L OTHER CASES (UNLESS NOTED OTHERWISE). ACTIVITIES. � t 8-1md m BEAM (2 MTL. PAPER -BK RIBBED LATH MINIMUM 95% OF MODIFIED PROCTOR SOIL COMPACTION S= =_� =1T_I-T= II=I1— _ <<<<<< LEAN COMPACTED FILL STRAPS EA. SIDE) BE VERIFIED BY A LICENSED CsEOTECHNICAL ENGINEER. 16. STRUCTURAL STEEL SI• -LACE CONFORM TO THE AISC SPEc1Fl- � 9 AND E�iITE TREATED �d�6X6 P.T. WD, CCI . BEAM DETAIL - A sc: 1° = 1'-m" CONCRETE MIX SHALL BE IN AGCORDANC= WITI-1 THE LA'=5' r _�Z T�:!CK CONCRETE SLAB WITH 6 x 6, lm/lm W.WM. OR -'''- CN G' EAN GO"'iPAGTED TERMITE TREATED °vOIL CATIONS FOR DESIGN FABRICATION AND ERECTION OF o r� , EDITION OF ACI 301 CHAPTER 3, METHOD 1 CR 2. SUBMIT ` MO'S``R- BLrcR'cc-c B_t�_;4TH FLOOR SHALL BE 6 -MIL. VISQUEEN. . � N ( BACKUP DATA AS REQUIRED BY CHAPTER 5 SECTION 5-3 .:= 7 U I THE LATEST EDITION OF AGI 318. C. =R .'r:D E STEL TROt.:cL FINISH FOR ALL INTERIOR SLAB w - - _ _ e a" — — - - 3ACTIVITIES. THE CONTRACTOR IS TO PROTECT AND MAINTAIN W (L AND 6 MiL. VAPOR !4),I6" SIMPSON C62m BAR " FOR CONCRETE CAST AGAINST THE EARTH STUCCO FINIS+4 ON GALV. 3. ALL FOOTINGS SHALL BE PLACED ON WELL COMPACTED SC'_• THE PROJECT LIMITS OF CONSTRUCTION DURING CONSTRUCTION RIER STRAPS W/ 8-10d POST 'i.^i i" =C4 ^' L OTHER CASES (UNLESS NOTED OTHERWISE). ACTIVITIES. � t 8-1md m BEAM (2 MTL. PAPER -BK RIBBED LATH MINIMUM 95% OF MODIFIED PROCTOR SOIL COMPACTION S= =_� =1T_I-T= II=I1— _ <<<<<< LEAN COMPACTED FILL STRAPS EA. SIDE) BE VERIFIED BY A LICENSED CsEOTECHNICAL ENGINEER. 16. STRUCTURAL STEEL SI• -LACE CONFORM TO THE AISC SPEc1Fl- � 9 AND E�iITE TREATED �d�6X6 P.T. WD, CCI . BEAM DETAIL - A sc: 1° = 1'-m" CONCRETE MIX SHALL BE IN AGCORDANC= WITI-1 THE LA'=5' r _�Z T�:!CK CONCRETE SLAB WITH 6 x 6, lm/lm W.WM. OR -'''- CN G' EAN GO"'iPAGTED TERMITE TREATED °vOIL CATIONS FOR DESIGN FABRICATION AND ERECTION OF o Epf , EDITION OF ACI 301 CHAPTER 3, METHOD 1 CR 2. SUBMIT ` MO'S``R- BLrcR'cc-c B_t�_;4TH FLOOR SHALL BE 6 -MIL. VISQUEEN. t 1 ( BACKUP DATA AS REQUIRED BY CHAPTER 5 SECTION 5-3 .:= 7 U I THE LATEST EDITION OF AGI 318. C. =R .'r:D E STEL TROt.:cL FINISH FOR ALL INTERIOR SLAB e a" — — - - 3ACTIVITIES. THE CONTRACTOR IS TO PROTECT AND MAINTAIN W (L AND 6 MiL. VAPOR !4),I6" SIMPSON C62m BAR " FOR CONCRETE CAST AGAINST THE EARTH STUCCO FINIS+4 ON GALV. 3. ALL FOOTINGS SHALL BE PLACED ON WELL COMPACTED SC'_• THE PROJECT LIMITS OF CONSTRUCTION DURING CONSTRUCTION RIER STRAPS W/ 8-10d POST 'i.^i i" =C4 ^' L OTHER CASES (UNLESS NOTED OTHERWISE). ACTIVITIES. � t 8-1md m BEAM (2 MTL. PAPER -BK RIBBED LATH MINIMUM 95% OF MODIFIED PROCTOR SOIL COMPACTION S= =_� =1T_I-T= II=I1— _ <<<<<< LEAN COMPACTED FILL STRAPS EA. SIDE) BE VERIFIED BY A LICENSED CsEOTECHNICAL ENGINEER. 16. STRUCTURAL STEEL SI• -LACE CONFORM TO THE AISC SPEc1Fl- � 9 AND E�iITE TREATED �d�6X6 P.T. WD, CCI . BEAM DETAIL - A sc: 1° = 1'-m" CONCRETE MIX SHALL BE IN AGCORDANC= WITI-1 THE LA'=5' r _�Z T�:!CK CONCRETE SLAB WITH 6 x 6, lm/lm W.WM. OR -'''- CN G' EAN GO"'iPAGTED TERMITE TREATED °vOIL CATIONS FOR DESIGN FABRICATION AND ERECTION OF o I- •5 DIA. DOWEL W/ 25" M<:Y...,-- ti -3 A , 8 -L. , O.C. AND ON BOTH SIDES OF OPENINGS. MIN. OVERLAP MN!"� 25" L4= 5=LICE (SEE FLOOR PLANS FOR LOCATIONS). ALL 6x6 10/10 W.W.M. TO PAVE MIN. 3'-0" OVERLAP s EDGE - 1-5 I t— -' , " o m _ UTILITY IMPACT FEES z d" CONC SLAB w T pica) Perimeter Footing 0 � I - ��r� 2 LAYERS OF WWI. 45,_0„ 34•_0■ 5,,_0„ Q 0 0 e�o `eo 3'-0 FROM EDGE. N.T.S. f _ F 2'-0" x 2'-0" X 12" CONC. —_ PAD (3000 PS -I-) f ------- --- ---rte 1 s �P�i '1- 0 W/ 3 -'5 E A WAY I } I I a , . . g.� �.: � � _ �;I� �° O, dam; I Js IN LINTEL COURSE T II I WITHIr CITY S G HT -OF-WAY ca E Post Detail �� U REQUiRIES z PERMH T o n, z `I _ I I AND INSPECTION. � 1 I ' "1 I a I CALL (407) 330-5671 � �", PIT FOR I G uTIL `�` �DE- F- T. IL�� z e I I o'b`i LOADI�NCs �� c.(I ,a OF 43 C=a24S d _ I I V u; NOTICE FOR IrMSPECTIONS. 15 IN LINTEL COURSE I —T_ I 130'-0• I I -_CALL (407) `�02 3003 z � Xz a 18'-8" L 20'-0" � I ??'-�• t8'-8" - I I IS' -m" L 18'-0' 14'-8" � (/� /� ALL C '"1�E`�TION'S TO VIATER AND z —i_ tea/' y 15'-�• y 10'-0" y 41-41 • = n, A P 3E`1i Z . s:VS /'6�'A ,.1 RE -QUIRE THAT Q - 1:12 MA SLOPE 1 I I I I CPOI" i1PRESSOR AND CITY STAFF BE PRESENT. ---------- --- ------ ----I -- ( 1---------L -----------I-•� ----- ---- -3 -------- _ --- ---- -- z - - - - DBL. 3/O - ---------- O W DE :.GO{c IID' WIDE DOOR • I _ CO -* W ----aR--/-�..�-\------- ��_��----I;--- I\--------�\-// --- L I - n \ �� / I \ / \/ Q DC DC 1 1 li I z in i I ' 1- 5 DIA. CONT TO TIE BEAM j // I I A W/ MIN. 25" OVERLAP W/ 8" NOOK - I I I ! I w V-0" O.G. (SEE FLOOR , I /j I I A AND FOUNDATION PLANS FOR LOCATIONS) FINISH PER ELEV. ' MU. 2-1" X 18" ANCHOR BOLTS EACH COLUMN A1 lo-- •�" CONC. SLAB (2500 P.S.LX W/ (q I I I �,� I "� // I I ( i L', . I BEAM CORNER POST EDITION OF ACI 301 CHAPTER 3, METHOD 1 CR 2. SUBMIT ` MO'S``R- BLrcR'cc-c B_t�_;4TH FLOOR SHALL BE 6 -MIL. VISQUEEN. STRUCTURAL STEEL FOR BUILDINGS", LATEST EDITION.011 ( BACKUP DATA AS REQUIRED BY CHAPTER 5 SECTION 5-3 .:= U THE LATEST EDITION OF AGI 318. C. =R .'r:D E STEL TROt.:cL FINISH FOR ALL INTERIOR SLAB w - - _ _ : F=•:.5. �R,^.v( DE I:�OD TROWEL FINISH FOR ALL EXTERIOR 11. WELDED CONNECTIONS SHALL CONFORM . TO THE LATEST 44 w SLLB 1.R=<.S REVISED CODE OF THE AMERICAN WELDING SOCIETY, AWS D1.1. 9�. 5. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DE=.^.<_:. ` 18. ANCHOR BOLTS SHALL CONFORM TO 46TM-301. A ' �- 111=1�I ,� " 1 BILLET STEEL CONFORMING TO ASTM A-615 GRADE 60. 11. F'RO'we= PIE" I;.,'!DE X P. DEEP TYPICAL SAW -GUT CONTROL d `--- I c •- .- , JG NT., ... �G....�TfCN,S SHOWN ON PLANS WITHIN 12 HOURS OF F►N►;,�'N - S_GB IBJ. STRUCTURAL STEEL SHAPES, PLATES, ETC. SHALL CONFORM TO THE REQUIREMENTS OF ASTM 4-36, UNLESS NOTED OTHERWISE. v� oz SIMPSOI} 6x6 P.T. WD. COLUMN 12. FRO'r, D= ='LL=D CELLS WITH ONE CONTINUOUS NO. 5 VERT. 20. DIMENSIONS SHOWN ON THE CONSTRUCTION DRAWINGS SHALL t 10" x 24" DING. FOOTING W/ l3) "5 DIA. RODS CONT. A5ErUN.O. UN.O. o r -`,.�, - _ - ,� RSB. -R -R.� ,>J_ GO, !�.3 E TO BOND SEAM ABOVE, TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. z ON CHAIRS W/ 3" MIN COVER 1 c^ •r �� I If O I- •5 DIA. DOWEL W/ 25" M<:Y...,-- ti -3 A , 8 -L. , O.C. AND ON BOTH SIDES OF OPENINGS. MIN. OVERLAP MN!"� 25" L4= 5=LICE (SEE FLOOR PLANS FOR LOCATIONS). ALL 6x6 10/10 W.W.M. TO PAVE MIN. 3'-0" OVERLAP s EDGE - 1-5 I t— -' , " o m _ UTILITY IMPACT FEES z d" CONC SLAB w T pica) Perimeter Footing 0 � I - ��r� 2 LAYERS OF WWI. 45,_0„ 34•_0■ 5,,_0„ Q 0 0 e�o `eo 3'-0 FROM EDGE. N.T.S. f _ F 2'-0" x 2'-0" X 12" CONC. —_ PAD (3000 PS -I-) f ------- --- ---rte 1 s �P�i '1- 0 W/ 3 -'5 E A WAY I } I I a , . . g.� �.: � � _ �;I� �° O, dam; I Js IN LINTEL COURSE T II I WITHIr CITY S G HT -OF-WAY ca E Post Detail �� U REQUiRIES z PERMH T o n, z `I _ I I AND INSPECTION. � 1 I ' "1 I a I CALL (407) 330-5671 � �", PIT FOR I G uTIL `�` �DE- F- T. IL�� z e I I o'b`i LOADI�NCs �� c.(I ,a OF 43 C=a24S d _ I I V u; NOTICE FOR IrMSPECTIONS. 15 IN LINTEL COURSE I —T_ I 130'-0• I I -_CALL (407) `�02 3003 z � Xz a 18'-8" L 20'-0" � I ??'-�• t8'-8" - I I IS' -m" L 18'-0' 14'-8" � (/� /� ALL C '"1�E`�TION'S TO VIATER AND z —i_ tea/' y 15'-�• y 10'-0" y 41-41 • = n, A P 3E`1i Z . s:VS /'6�'A ,.1 RE -QUIRE THAT Q - 1:12 MA SLOPE 1 I I I I CPOI" i1PRESSOR AND CITY STAFF BE PRESENT. ---------- --- ------ ----I -- ( 1---------L -----------I-•� ----- ---- -3 -------- _ --- ---- -- z - - - - DBL. 3/O - ---------- O W DE :.GO{c IID' WIDE DOOR • I _ CO -* W ----aR--/-�..�-\------- ��_��----I;--- I\--------�\-// --- L I - n \ �� / I \ / \/ Q DC DC 1 1 li I z in i I ' 1- 5 DIA. CONT TO TIE BEAM j // I I A W/ MIN. 25" OVERLAP W/ 8" NOOK - I I I ! I w V-0" O.G. (SEE FLOOR , I /j I I A AND FOUNDATION PLANS FOR LOCATIONS) FINISH PER ELEV. ' MU. 2-1" X 18" ANCHOR BOLTS EACH COLUMN A1 lo-- •�" CONC. SLAB (2500 P.S.LX W/ (q I I I �,� I "� // I I ( i L', . }SIT F.F. VARIE5 fi=ER rSRADE 0;ZI/100 w.WM. AND 6 MIL. VAPOR ( I I I 1 I V`i FOR �C C SE o STANDARD DENSITY AND TERMITE TREATED ` CLEAN COMPACTED FILL WG co I I cr LAv 1I 4-�5's EAcI� wAY W/ I I I i /// ; DF. 0® I G- z 3" MIN. COVER = I I PREFABRICATED META LI 1 { / I LAV �1J' I - M z i 36" X 36" ALL 6x(o 10/10 W.W.M. TO PAVE 0 I BUILDING: COMPONENTS / `--i — - -� I - U� o r W¢J - ' z W U MIN. 3'-0" OVERLAP g EDGE ' - - - _I -i --__________. __ __ _ __� .__ _-._- _ - - -__._ _ -- -- __ --__ ____ __ -. _-_ _ _J_-_ ._ _._._._ � - - } - } r I rJ 1 ! I ! _ - PREFABRICATED METAL I r a �t- Sectlo�E TIr�'L�Gcl�",nrRPed I I ( FINISeuED FLOOR f O'-01� BUILDING COMPONENTS ( I z Fa B N.T e z x W w NOTE: Vi w I ,°t2-" CON" -r --,=7E �L43 W/ roX'o 16-10 W.W.M. O% FIBE4,-M ,5- I I 2,500 F'ST w 28 DoA`'S OVER 6 MIL. Vi5OIJEEN r U ,-] W 0 I { OVER C? E =N, 7--=47-ID, .SND k7,O` F,4CTED TO 25 0 P.S.F. FILLT-1 I I I o CIO POURED BOND BEAM W/ 1-050 CONTINIOUS MINIMUM 2" COVER- - OVERLAP SPLICE JOINTS A MIN. OF 25" INSTALL DUROWALL i I a EVERY COURSE I CLEAN, TERMITE I I f3� TREATED SOIL I I \ �1 �� 11 2�IFPSGTED8 xa x16 CONC.BLOCK LI 00 AMP \ / r-3 VTRJ-----ANEL-------� �- U 1-�50 a EAG1-1 FILLED CELL � I L_ - VERTICAL ( BEYOND) --------- ------- ------- ------- -- L•------------ --- •----•--------------•---- POURED �-IORIZONTAL BEAM W/ 1-50 CONTINIOUs I �►af �. 6'-4" 'f' -m" I ' o ' 8.. r -1 MO. -- r w MINIMUM 2" COVER I 3 _ v PROPOSED PIT JOINTS AAMIN. Or -CE Z5 12r�" I'„LAV 5m'_0"L J TURNED EDGE J A U1r `� ����,� 1 GRADE VARIES AT EVERY OTHER PORIZ. LAV v +COURSE 20'-0” �'-©' _ a WC FOUNID,4T I ON �- - WG 3 132'- 0• .. ., �l N a 20 " CO 36" X 36" X 12" CONC. I x FLAN FOOTER PAD W/ 4-05 RE -BARS 12 X 36" FTG W/4 -5m '� ; EACH WAY x S EAL TOP OF FOOTER + �� + + -OVERLAP SPLICE ��� F " U NTD A ION L 24"CO MIN. INTO JOINTS A MIN. OF 25" WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPERATION OF THESE PLANS, TO AVOID MISTAKES, THE- o COMPACTED SOIL 5 CONTRACTOR MUST VERIFY AND BE RESPONSIBLE FOR DIMENSIONS, ELEVATIONS, AND ALL CONDITIONS, z 1-Bm DOWEL �O gti` BEFORE SUBMITTING THEIR BID AND/OR STARTING CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR SAME._ D" 1 WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS, Contractors shall verify, and be responsible for dimensions and conditions of the job, and Distinguished Designs and Engineering, Inc. must C Retainin WQII TrUCI� Pit be notified in writing of any variation from the dimensions, conditions and specifications appearing on theseJyP1iY bING 1 8 = 1 O = plans. Contractor to verify with owner all conditions and/or responsibilities stated in the contract, and shall ' WATERPROOFED PER Ot,UNER `-�ATL � " ' — be responsible for some without additional change order charges. r. a `<. r I ( e }SIT F.F. VARIE5 fi=ER rSRADE 0;ZI/100 w.WM. AND 6 MIL. VAPOR ( I I I 1 I V`i FOR �C C SE o STANDARD DENSITY AND TERMITE TREATED ` CLEAN COMPACTED FILL WG co I I cr LAv 1I 4-�5's EAcI� wAY W/ I I I i /// ; DF. 0® I G- z 3" MIN. COVER = I I PREFABRICATED META LI 1 { / I LAV �1J' I - M z i 36" X 36" ALL 6x(o 10/10 W.W.M. TO PAVE 0 I BUILDING: COMPONENTS / `--i — - -� I - U� o r W¢J - ' z W U MIN. 3'-0" OVERLAP g EDGE ' - - - _I -i --__________. __ __ _ __� .__ _-._- _ - - -__._ _ -- -- __ --__ ____ __ -. _-_ _ _J_-_ ._ _._._._ � - - } - } r I rJ 1 ! I ! _ - PREFABRICATED METAL I r a �t- Sectlo�E TIr�'L�Gcl�",nrRPed I I ( FINISeuED FLOOR f O'-01� BUILDING COMPONENTS ( I z Fa B N.T e z x W w NOTE: Vi w I ,°t2-" CON" -r --,=7E �L43 W/ roX'o 16-10 W.W.M. O% FIBE4,-M ,5- I I 2,500 F'ST w 28 DoA`'S OVER 6 MIL. Vi5OIJEEN r U ,-] W 0 I { OVER C? E =N, 7--=47-ID, .SND k7,O` F,4CTED TO 25 0 P.S.F. FILLT-1 I I I o CIO POURED BOND BEAM W/ 1-050 CONTINIOUS MINIMUM 2" COVER- - OVERLAP SPLICE JOINTS A MIN. OF 25" INSTALL DUROWALL i I a EVERY COURSE I CLEAN, TERMITE I I f3� TREATED SOIL I I \ �1 �� 11 2�IFPSGTED8 xa x16 CONC.BLOCK LI 00 AMP \ / r-3 VTRJ-----ANEL-------� �- U 1-�50 a EAG1-1 FILLED CELL � I L_ - VERTICAL ( BEYOND) --------- ------- ------- ------- -- L•------------ --- •----•--------------•---- POURED �-IORIZONTAL BEAM W/ 1-50 CONTINIOUs I �►af �. 6'-4" 'f' -m" I ' o ' 8.. r -1 MO. -- r w MINIMUM 2" COVER I 3 _ v PROPOSED PIT JOINTS AAMIN. Or -CE Z5 12r�" I'„LAV 5m'_0"L J TURNED EDGE J A U1r `� ����,� 1 GRADE VARIES AT EVERY OTHER PORIZ. LAV v +COURSE 20'-0” �'-©' _ a WC FOUNID,4T I ON �- - WG 3 132'- 0• .. ., �l N a 20 " CO 36" X 36" X 12" CONC. I x FLAN FOOTER PAD W/ 4-05 RE -BARS 12 X 36" FTG W/4 -5m '� ; EACH WAY x S EAL TOP OF FOOTER + �� + + -OVERLAP SPLICE ��� F " U NTD A ION L 24"CO MIN. INTO JOINTS A MIN. OF 25" WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPERATION OF THESE PLANS, TO AVOID MISTAKES, THE- o COMPACTED SOIL 5 CONTRACTOR MUST VERIFY AND BE RESPONSIBLE FOR DIMENSIONS, ELEVATIONS, AND ALL CONDITIONS, z 1-Bm DOWEL �O gti` BEFORE SUBMITTING THEIR BID AND/OR STARTING CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR SAME._ D" 1 WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS, Contractors shall verify, and be responsible for dimensions and conditions of the job, and Distinguished Designs and Engineering, Inc. must C Retainin WQII TrUCI� Pit be notified in writing of any variation from the dimensions, conditions and specifications appearing on theseJyP1iY bING 1 8 = 1 O = plans. Contractor to verify with owner all conditions and/or responsibilities stated in the contract, and shall ' WATERPROOFED PER Ot,UNER `-�ATL � " ' — be responsible for some without additional change order charges. r. a `<. r 0,„ 11 --DIS'T'INGUISHED DESIGNS, HEHEHY ITS COMMON LAW C:UNYKIGHTS AND OTHER COPYRIGHT'S IN 'THESE PLANS, IDEAS, AND DESIGNS. 'THESE IDEAS, DESIGNS, A:ND 1'I.A.NS AXE NUT 'I'U HE COVIED UK CHANGED IN ANY AIAN.'NEH UK FUKAI 11HATSUEVEK, NUR ARE 'THEY '1'0 HE ASSIG1NED 'I'U ANY mss- THIRD PARTY WITHOUT THE EXPRESS ITRITTI•:N PERMISSION FROM "DISTINGUISHED DESIGNS:' v� z a PAINTED DR`'W,`LL w 1/2” PLYWOOD FASTENED �w 12" O.C. � H 6" X 20 GA. STEEL STUD w lro" O.C. MAX TOP PLATE 1/2" DRYWALL CEILING: R-19 INSULATION LAY -IN ACOUSTICAL CEILING 8'0" AFF. -�- DOOR AND WINDOW SCPEDIJLE 1 3 ALUMINUM 51ZE VARIE5 FIXED GL,455 WINDOW 2 &FARE o ,4 =1` MET,4L DBL- 3''0" X rol'8 ' STOREFRONT F.G. DR. B 4 WOOD 3 O X� 8 STD. DOOR AND FRAME C 2 MET,4L 3'0" X ro'8" W1 GL455 FORT HOLE D 2 METAL 10'011 X 12'0" METAL ROLL -UF DOOR F 3' METAL 3'0" X ro'811 METAL EXIT DOOR G 1 MET,4L DBL. 3'0" X 6'8' METAL FIRE DOOR (4 HR) CSC O t, A=L) -10 z __ .ri �C=�G_R v I ~ �11Z1tING ! L B=F _ _ I \ FOUNT IN / I •6b / d U i Mti• I 1 ('� f b' -1O• I� �l ' 11:AL148" f�' W �➢/ 200 4r1f= rn FAN L A LH 'EYP. H—CAR ELEV. _ , CsRAB B R BAR / v4 - i -o" o o (,AT RESTROONS: z 0 1 I U z 0 4" METAL STUDS (25 GA.),V 24" O.G. UP 1/2" DRYWALL EACH SIDE z '"'"1i b 1'�S1L ROOM P � A 1/ 4 y`� 1_0" w II N _. .__ I I PIT F/]O I /', i.11" t a ",-BOTTOM PLATE LO A�� �r � �iV z ----'---`— --- ---`--- 4" CONC. SLAB W/ d 6 X ro X 10-10 W.W.M. 130'-0" o INTERIOR PARTITION L L 18'-8" 20'-0" 22'-0" 18'-8" 18'-E• ► 18'-0' id' -8" H .. ,. TOA PLATE 70 UNDERSIDE O� ROOF 0' 10'-0" „ 5'-4" 10'-011 „ 4'-4• 4" I 30'-8' DECKING NON ' LOAD BEARING --_'`' M.O. �� z ' COMPRESSOR AND •• ' PAD q 4" METAL STUDS (25 GA.) - 24" O.G. W/ -- 4 LAYERS 1/2" SHEETROGK BRAND _ GYPSUM PANELS (SEE DETAIL UL 0435) F. ■ ■ ■ ■ ■04 IN■ ■ • • ■ ■ ■ • ■ N • (4 HOUR RATED) O 10' X 12' O.I-1, DOOR 10' X 12' O.N. DOOR ;1 l N z 4 _ w J PREFABRICATED METAL I F d O q " BUILDING COMPONENTS / / D 1 M F w h \ / Q I , a I N -A JC TOCK OPEN LG. I 1 s I A I 18'-8" " ; BOTTOM PLATE j INDICA I ES ! 1 A �— I � - — — — — — — — — — — — — — 4" GONG. SLAB W/ z IR ='RE WALL b X b X 10-10 W.WT-1. CABLE BRACING 's CLG ` / \ -QST STEEL DINGd - PLANS I BYII STEEL BU DING OMPANY) 1 A O 1 DRYWALLGLGZ711 LLAJJ I[= 11 N T 'I 'EJ R, I N 0- 1 F R PaARTIT �11 ON (C A 4 HOUR RATED TEN,4NT 5Efi ER,4TION W,4LL) W A .� co PR AB iCATED METAL z �o �i — ._.. � C__ _..____.._.__--- -- -•_--- i I ____ ___ ._._. .._,_. _.. ._.._ �.;__.— C) • i LAY -IN CLG.WW U } \ LAY -IN GLC. p � z w 1 I � I -\ / I \ I I I / I w---- °� 11'-811 4'-4" 11'-4N�W CQ • P- . 'NSULATI 1 i w �-.. to • 1 I i I i �� � JI Jt X 14' x f 1=04''1(4 COUNTERTOP LF UNDER r • 1 _ , d o \ U w I a Ou�oOM a P, I o FLOOR FLAN / c*; \LAY-" GLC. t FLOOR PL.&_�_N U z � l TOTAL BUILDING SQ. FOOTAGE = e,-150 SQUARE FEET i I VMILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPERATION OF THESE PLANS, TO AVOID MISTAKES, THE z ACTUAL OFFICE 50. FOOTAGE CINCLUDINrr: RE5�ROOM 4REA5) - 2,300 SQ. FT. CONTRACTOR MUST VERIFY AND BE RESPONSIBLE FOR DIMENSIONS, ELEVATIONS, AND ALL CONDITIONS, z 3 I (D BEFORE SUBMITTING THEIR BID AND/OR STARTING CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR SAME._ ACTUAL WAREHOUSE SQ. FOOTAGE -1,450 50. FT. FROI"i 4 -HR WALL SEFERATION WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS, Contractors shall verify, and be responsible for dimensions and conditions of the job,- and Distinguished Designs and Engineering, Inc. must q z be notified in writing of any variation from the dimensions, conditions and specifications appearing on these Contractor w � �v W be responsible for some without additional change order charges. J 200 AMP I q PANEL l i0 ■ • U O I � A -1/21' 0 8 M.O O I 1 b' X b' P.T. JACK P05T wU z 1 11 18 -8 , II 20 -0 221-011 18 -8 18 •E �, I8 •0 14 -8 _ w \ U w 130'-011 a P, I FLOOR FLAN t FLOOR PL.&_�_N � SEA TOTAL BUILDING SQ. FOOTAGE = e,-150 SQUARE FEET >> _ 1 /8 — 1 — O _, VMILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPERATION OF THESE PLANS, TO AVOID MISTAKES, THE z ACTUAL OFFICE 50. FOOTAGE CINCLUDINrr: RE5�ROOM 4REA5) - 2,300 SQ. FT. CONTRACTOR MUST VERIFY AND BE RESPONSIBLE FOR DIMENSIONS, ELEVATIONS, AND ALL CONDITIONS, z BEFORE SUBMITTING THEIR BID AND/OR STARTING CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR SAME._ ACTUAL WAREHOUSE SQ. FOOTAGE -1,450 50. FT. FROI"i 4 -HR WALL SEFERATION WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS, Contractors shall verify, and be responsible for dimensions and conditions of the job,- and Distinguished Designs and Engineering, Inc. must q z be notified in writing of any variation from the dimensions, conditions and specifications appearing on these Contractor w � �v plans. to verify with owner all conditions and/or responsibilities stated in the contract, and shall be responsible for some without additional change order charges. J \ ll1S11INGU1SHEI) DES1G1NS, IIEVEHY KIJS1aKVlia 1'1'S COIN ION LAW COPYXIGt1'1'S AND U'1'tiLK 4UPYKIGt1'1'S 114 '111t;6tl PLAINS, IDEAS,AND ll1;S1G1VS. '1't11�SE ill 1IRD PAfZI'Y YVII'I-IOUI TfIE EXPRESS Wltii'iEN PERMISSION FROM DISIINGUISIIE I C EAYE HJT. AT REAR 20'-0" AF.F. TOP OF GONG. BLK. w 10'-0" A.F.F. r FINIS�4ED FLOOR 4T 0'--0" I- -,, DIA. CONT TO TIE BEAM — W/ MIN. 25" OVERLAP IW/ all NOOK O.G. (SEE FLOOR AND FOUNDATION PLANS FOR LOCA FINISH PER ELE` a" CM! FINISH FLOOI 10" X 19)" F.N.A. HE< 0 � BLOCK to } 3'0" X 36" -AVE NT, AT R^AR 20'-0" A.F.F. TOP OF CONC. BLK. 0 10'-0" 4.FF. ( FINISHED FLOOR AT 0'-0" >, llt;S1G1VS, 411411 PLANS AItE 1401' •10 BE CUPIED -Olt GtIANGED 114 ANY ANIANNEE UK EUK11t IY11A'1'6U1;VE9, NOR AEE '111EY '1'0 BE ASSIGI Coil W A.FP. Cn _ s� r z 0 c5 U) 6r 6� U1 (Y LU � O <1 _1 < 11 <1 _1 Cn 0' w w Cn ►SLI 1 Cn I--J—J --�—� Q Cly �\ LLI LH LL / 8„ — 1 1 — ` " �+t'J-S" AFF � a10 N V7 r Cn l� 5/a" PLYWOOD 5HEATHING E AYE I4T. AT REAR 20'-0" A.FF. W/ 7 FELT AND --_ 6TUGC0 VENEER FRONT AND SIDES E" �Q ►-S AND METAL ROOF 5Y5TEM / y j ` a I i ppr TOP FOR ROOFING F - 1 I I I I { 33 ! TOP OF GONG. BLK. w 10'-0" A.F.K. y r ' I a 1 p - 3 v/a" MTL STUDS 15 sA AT -4 / {r r / N - d FASTEN;=D W/ 4 TEiG SCREWS Ar E I1 JO T AS 9 OUN TOP OF CONC. SLK _ I = C 10'-0" AFF. } 1 �' 1 - f• i SEE BEAM DETAIL - e SHEET A-1 - 1 - - — - - - -------- ---- - - -- -- --------- - -- - - - - 6 6 - ST =_ �- ' I' ' ; FINISHED FLOOR AT 0' O" • i E_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - b - - - - - - - -- - -. _ - - - - - - - "X T. PO Tr ---- - -- ----- --- - -- - -- ---- - - --- -- - - -- -- - --- --- - - - -- --- - ----- -- - - - --- - - - - -------------- - - --.. -,----- - - - --- - ALUM. OR VINYLVENTED VE TE SOFFIT i fllt�r;Z: r T .f LINTEL COURSE N LINTEL COURSE F_ — T -Y -P. OF 4 PER COLUMN FOR "711 I 40R BOLTS EACH COLUMN -. SLAB 12500 P.S.I.) W/ 0 W.W.M. AND 6 MIL. VAPOR :R STANDARD DENSITY ERMITE TREATED 4 COMPACTED FILL 4 -■5'5 EACH WAY W/ 3" MIN. COYER ALL ox/v 10/10 W.W1'1. TO I441/E MIN, 3'-0" OVERLAP to EDGE 05 BAR CONTINUO, S BAR CONTINUO TYP, OF 4 PER COLUMN FOR "7" 24" X 0" ANCHOR BOLTS 4" GONG. SLAB 12500 P.S. oxv 10/10) W.WJM. AND 6 MIL BARRIER >v 35% STANDARD [ AND TERMITE TREA CLEAN COMPACTED 4-05'5 EACH WAY W/ 3" MIN. COVER ALL oxv 10/10 W.W1" 1. TO 1-44,/E MIN. 3'-0" OVERLAP 1D EDGE 3'0" X 3/v" —� S E C T 10 1\ T H 1'FU 1E3 U I L 1[:' 1[ N C -]"IT P`Rl N Ty, .i.----/ .LTJ � J � T r l � , 1�1 r 1 �7 14 ID E T �A4 AT FRONT ELEVATION ONLY w m r _ 12 _ 12 EAYE NT. AT REAR 20'-0" A.F.F.��. ,I. EAYE NT. AT REAR 20'-0" A.F. 7 7 JII �*q' TOP OF GONG TOP OF GONG.BLK.Q10'-� ;:.-,��� �� rEl�rI�11�� ( (r� !1 V 1}�. BLK. 10'-0" AFF. � rn •-- Q Q d "7 FINIBWED FLOOR =`� 0'-0" FINIS✓ -IED FLOOR AT 0'-0" .4 � moi• - - - - ----- - - - - - - - - - - - - - - - - - - - - - - - - -- - - -- F 0 1 14 E"IFT,ELE"VATION o r� 'Aw- W �--� V' Gam.• t cID t 12 12 kn EAYE NT. AT R. AR 20'-0' �:_*-.,�, { I ! 1 -- R- - - -- v -r EA`/E NT. AT REA20'-0" A.F.F. ^1 to Cn TOP OF GONG. BLK 10'-0" 4_-. _ TOP OF GONG. BLK, 10'-0" A.F.F. JOB NUMBER 0 o n vAri,E w FINISNEDFLOOR a'�0'-0" E3------------------T-----------------------------!NISNEDFLOOR,aTO_0 --——————--——————————————————————————————————— — — ---— SHEET 1- -9 DIA. GONT TO TIE BEAM RLAP %TI (SEE FLOOR L C TI OcG tj rli� aTION PLANS FOR LOCATIONS) ELEVATION 1 —w /F„ - .11-0" 'ER ELEV. < � � r* Gzl U W 1. r � 'LOOK i Q W '.N.A HEADER L _ BLOCKCA El EV4 ION5 - s Ul x AND N > ISOO5E WHILE EVERY A (4 TEMPT HAS BEEN MADE IN THE PREPERATION OF THESE PLANS, TO AVOID MISTAKES, THE CONTRACTOR MUST VERIFY AND BE RESPONSIBLE FOR DIMENSIONS, ELEVA MONS, AND ALL CONDI rlOr-IS, z BEFORE SUBMITTING THEIR BID AND/OR STARTING CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR SAME. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS, Contractors shall verify, and be Qresponsible for dimensions arld conditions of the job, and Distinguished Designs and Engineering, Inc. mustbe notified in writing of any variation from the dimensions, conditions and specifications appearing on theseE,plans. Contractor to verify with owner all conditions and/or responsibilities stated in the contract, and shall F-4 be responsible for some without additional change order charges. 4F N I. VIS'1'1NGUISHED DE51GNS, 11EK1;HY KESEKI ;!� 110 (;U11151UN LAT) (UYYK1G11'1'S AND U'1'tiEK (;UYYKIGIi'1'S 1N '1'HEz)r, PLANS, 1DrA5, AND DESIGNS. '1'IIESE IDEAS, DESIGNS, ANI) 1 3 AN5 ARE NUT '1'U BE CUPIED UK CHANGED IN ANY AIANNEK OK !f'URAI 111INI'SOEVEK, NUR ARE THEY '1'0 11E ASSIGNED '1'U ANY THIRD PARTY WITHOUT THE EXPRESS WRITTEN PERMISSION FROM "DISTINGUISHED DESIGNS." MMMMMW44 vi a WEA,T�4ER4EAD W U.L. ARiRE5TOR CUTTER t' IETER BASE 200 AtIF, 3 PHASE 3111 t-14IN 5RE4KER PANEL n 200 X -IF, 3 P445E MLO PANEL —40 CKT5. k NN51DE)� (SCH1E___.MAT1C) PANEL "A'+ L IC I-ITING FIXTURE 5C�4EIDULE J a 4' T8 5TRIP 2 -LAMP W/ (2) - 48" 60W ESB 120 (SCH1E___.MAT1C) PANEL "A'+ L IC I-ITING FIXTURE 5C�4EIDULE TYPE DE5CRIPTION LX4 I 'S VOLTS 1"10UNTINC3 B 4' T8 5TRIP 2 -LAMP W/ (2) - 48" 60W ESB 120 LAY -IN TYPE Z ELECTRONIC BALLASTS WALL MOUNT ~.PROJECTIONC m 120 CUTT-OFF LUMARK METAL PALIDE SURFACE MOUNT MPGI- 10P MT LL 10'-0" AFF. (DUSK TC) DAWN-5ECURIT ) D EMERS. LIGPTING W/ BATTERY BACKUP (2)-15W 120 WALL MOUNT E EXIT LIG4-1T W/ (2)-15W 120 W4LL MOUNT BATTERY BACKUP 10'-0" AF.F. �3 4C622A CF1N" N/'� 120 lA RECESSED BROAN 150 I FLA ui C 8' TO STRIP 2 -LAMP W/ (2) - S6" 60W ESB 120 SURFACE MOUNT ELECTRONIC 54LL45T5 1 -LAMP LIGs 4T KIT (1) -�0W 120 RECESSED � daaaQa U) z 0 H d U w w a V) A z d U z 0 H A z 0 U z 0 U) z w A w x F 0 ac w L * EXTERIOR FIXTURES APPROVED FOR DAMP/WET LOCATIONS o d 0 z H z 1 w + I G4 �i z COMPRESSOR AND w 4 I PAD FC4 NNECT p VOLTAGE 120/240V MAIN LUG ONLY r=��.�.- •. .. ...w.- k�=��� _ _ •�— __ .L•, ;�----- _-----�,_ - _ ._�— _---- _.•Ir -- __ _.� -__, __�-_�,-_______ :•I 11 BUS RAT I NO 225 AMPS 10,000 AIG ! {\ - EXIT J Q + z DESGRIPTION A ' B AIR GONDITIONER RECEPTAGL�S REGEPTAGLE5 REGEPTAGLES REGEPTAGLE5 REGEPTAGLE5 REGEPTAGLE5 2 X 4 LAY -IN WAREHOUSE LICHTIN RECESS L I GHT5 TOTAL AMPS 10,000 V.A. 10,000 V.A.1! ;_____ I � 1,080. V.A. 1,080 V.A. ! \ I \ I G - 1080 V.A. I I I ! • z • 1,080 V.A. I b ( =UIUWI `� o 1,080 V.A. I �` I �G - �- / - I • H o 1080 V.A. I,G20 V.A. I r \� i / \ ;' -�— k , :� '' 7 6 I,Q20 V.A. ! I I { / /, ,� �, b' \-'' ," o a w V I 1,425 V.A. i . 1 . --, � m ,r - i _ z z d� � • w �. 'z- 15,5,55 15,585 V.A. 20.160 V.A.�� �, �, / _-- �; —'' _ _ ; 4 C/ w x Q FH � � ,� i I �; � � I � w �,., 1'+'`�' Z vo w c12 - 156 AMPS 165 AMPS I , I / LL . \ . ! I; / v (�{ , -I I I a s� !� CD -r ly Is 1 I 1 7 . d r a O lu \i z I A f r xx 200 AMP ` i u , '• If I I o • ~ WJ—__ �,� PANEL - —.. �+�..,.. �. ._.._._. •�� .—.UV_ `��•_.-_...._ __.__--- ----.- �/ I ' � � _1 �T� 11 -' I y + ELECTRICAL TROUGH J/ w IN I ELECTRIC4L d PLAN EL-1IF;1 I TIRI C AL PLAN 1/8„ = 1,-0„ 5 E.4� VIII-IILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPERATION OF THESE PLANS, TO AVOID MISTAKES, THE o CONTRACTOR MUST VERIFY' AND BE RESPONSIBLE FOR DIMENSIONS, ELEVATIONS, AND ALL CONDITIONS, BEFORE SUBMITTING THEIR BID AND/OR STARTING CONSTRUCTION;. AND SHALL BE RESPONSIBLE FOR SAME._ WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS, Contractors shall verify, and be A responsible for dimensions and conditions of the job, and Distinguished Designs and Engineering, Inc. must z I v be notified in writing of any variation from the dimensions, conditions and specifications appearing on these plans. Contractor to verify with owner all conditions and/or responsibilities stated in the contract, and shall �I be responsible for some without additional change order charges. I` Z m O ,n N ui w(y �(L � daaaQa U) z 0 H d U w w a V) A z d U z 0 H A z 0 U z 0 U) z w A w x F 0 ac w L * EXTERIOR FIXTURES APPROVED FOR DAMP/WET LOCATIONS o d 0 z H z 1 w + I G4 �i z COMPRESSOR AND w 4 I PAD FC4 NNECT p VOLTAGE 120/240V MAIN LUG ONLY r=��.�.- •. .. ...w.- k�=��� _ _ •�— __ .L•, ;�----- _-----�,_ - _ ._�— _---- _.•Ir -- __ _.� -__, __�-_�,-_______ :•I 11 BUS RAT I NO 225 AMPS 10,000 AIG ! {\ - EXIT J Q + z DESGRIPTION A ' B AIR GONDITIONER RECEPTAGL�S REGEPTAGLE5 REGEPTAGLES REGEPTAGLE5 REGEPTAGLE5 REGEPTAGLE5 2 X 4 LAY -IN WAREHOUSE LICHTIN RECESS L I GHT5 TOTAL AMPS 10,000 V.A. 10,000 V.A.1! ;_____ I � 1,080. V.A. 1,080 V.A. ! \ I \ I G - 1080 V.A. I I I ! • z • 1,080 V.A. I b ( =UIUWI `� o 1,080 V.A. I �` I �G - �- / - I • H o 1080 V.A. I,G20 V.A. I r \� i / \ ;' -�— k , :� '' 7 6 I,Q20 V.A. ! I I { / /, ,� �, b' \-'' ," o a w V I 1,425 V.A. i . 1 . --, � m ,r - i _ z z d� � • w �. 'z- 15,5,55 15,585 V.A. 20.160 V.A.�� �, �, / _-- �; —'' _ _ ; 4 C/ w x Q FH � � ,� i I �; � � I � w �,., 1'+'`�' Z vo w c12 - 156 AMPS 165 AMPS I , I / LL . \ . ! I; / v (�{ , -I I I a s� !� CD -r ly Is 1 I 1 7 . d r a O lu \i z I A f r xx 200 AMP ` i u , '• If I I o • ~ WJ—__ �,� PANEL - —.. �+�..,.. �. ._.._._. •�� .—.UV_ `��•_.-_...._ __.__--- ----.- �/ I ' � � _1 �T� 11 -' I y + ELECTRICAL TROUGH J/ w IN I ELECTRIC4L d PLAN EL-1IF;1 I TIRI C AL PLAN 1/8„ = 1,-0„ 5 E.4� VIII-IILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPERATION OF THESE PLANS, TO AVOID MISTAKES, THE o CONTRACTOR MUST VERIFY' AND BE RESPONSIBLE FOR DIMENSIONS, ELEVATIONS, AND ALL CONDITIONS, BEFORE SUBMITTING THEIR BID AND/OR STARTING CONSTRUCTION;. AND SHALL BE RESPONSIBLE FOR SAME._ WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS, Contractors shall verify, and be A responsible for dimensions and conditions of the job, and Distinguished Designs and Engineering, Inc. must z I v be notified in writing of any variation from the dimensions, conditions and specifications appearing on these plans. Contractor to verify with owner all conditions and/or responsibilities stated in the contract, and shall �I be responsible for some without additional change order charges. I` I Y rr,e � •, MY of Sanford offict i 1 1Nodel Codes in effect: 'r Standard Suliding Codo 1097 ad. ,*Standard Plumbing C@do 1997 d. 06, . Staric�ard M�cha�I�AI ��tl� 1 r397 �dl Nat�drj l to�tf l� i bt3 1 �8 06, FL: Abbg4lbilitV bbd6k i 0f f=L: r=ii`erg�r ee� i��'S SANFORD BUILDING DEPT. THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED PERMIT. A PERMIT ISSUED SHALL 8E CONSTRUEDD To 811t A LICENSE` TO FROCEED WITH THE WORK ANO NOT AS AUTHORITY To VIOLATE, CANCEL, ALTER, OR SET AE1011 ANY OF THE PROVISIONS OF THE TECHNICAL CODEC, NOR SHALL ISSUANCE OF A PERMIT PREVENT i:rE BUILDING DEPT FROM THEREAFTER REQUIRING A CORREC- TION OF ERRORS ON THE PLANS, CONSTRUCTION OR OTHER VIOLATIONS OF THE CODES, FLOOR S A - R FV ION MUST* RONN PUNu RF4VIEWIE* D .::I ,. ;, . �Y; 1 ! �' s ESS CITY OF HORD � D "FINISHED FLOOR Ef EVATIONT "Most meet city codes for flnished floor / slab elevations or provide .:elevations approved by city Jt, .. : -onginepring dept. for subdivision nNAL INSPE TITA REQUIRED, -4 �� f elevations to pre"vent fioodirig E ST MEED- FtI� SpA' ILITY Co is FLOOjI I 4 q C y C . C I �.e v : a � -